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HomeMy WebLinkAboutPermit B93-0248 - STENSON WHITESPAR INC - NEW SINGLE FAMILY RESIDENCE 414 t 501 Te5F1\c City ofTukwiri (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B93 -0248 Type: B -BUILD Category:: NSFR Address: 5810 S 144 ST Location: Parcel. #: 336590, -1122 Zoning: R1.72'' Type Const: V -N .Gas /Elec: GAS ' Wetlands: Water: TUKWILA BUILDING PERMIT Contractor License No.: SWIN * *081CJ TENANT STENSON,,WHITESPAR INC. 14254.58AV S, TUKWIL, OWNER WALTZ HAROLD J_,. ; " ";`>:. 14254 5aTH; AVE' :S;, 'SEATTLE;; WA 98168 CONTRACTOR S.W.I. ' 22309 7THM AVENUE SOUTH, DES MOINES, WA ,198.198 ,, CONTACT LEE STENSQN, i Phon206.824 -3990 22309 7tH ,AVE-, S UNIT 1, E,, -'DES`• MOINES, WA, 98198 *A *' *, * * *' *' * * ** �* *' *k * * *k ** *, ** * * * * * ** Sir** * * *k *.k'�C *k•k****** *irk Status: ISSUED Issued: 09/13/1993 Expires: 03 /12/1994 Type of Occupancy: DWELLING Slopes: Y Sewer: TUKWILA one: 206 824 -3990 * * * * * * * * * *k;k • Permit DesaIPtion: CONSTR6CTION OF NEW SINGLE- FAMILY1,RESIDENCE. .,, ; �'." SETBACKS;, Units. 0,01'" ;. Front. 0 Back: Buildings,y 001. ,; ' Le, ft. . ' i ,0 Right Fire Protection: Ni .A - y ,, Valuation: UBC Edition: 1991 608;;76 . ',224'j,05 * * Permit Fee : k**************k*k******* k*�4*k kA*'*** k*** k* k** k * ** * * * * *k * *k* **k *** * * * * ** Permit CenXer ;Arthur i zed ' S i g'n'ature .1)6t0,= 1 hereby�� certify �tha:t I have read ands e'xamti,ned. th,�s �perni'it and, knO r�the same to &a'':true. land correct. All prof s.i'ons'44of ,law and oP`din,anc,es. governing`. thisork will be complied/With, wii�etherSpefcified here,.ii: or not The grantin 'o • thi °s: ermit does not— presume t`o` ` i:v"e authority '10 violate or cancel thep.rovi ions of "�`eny other state or,., l�ocal �1aWs regulating construction of^,zthe performance of, work. .I> am authorized toJsign for and obtain this bui'ld''.n.g permit. Signature:__ Print •NaMe :_ This permit shall become null and " „V'oi'd`` °i.f° "'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. CITY OF TUKWIL Department of CA..nunity Development — Permit Cent r 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME 3 nsoh LJ h it r nc . _ SITE ADDRESS 58/0 S. 1 9y.LH 5i SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEP:ARTME TEIN. M BUILDING - initial review FIRE P PLANNING � q_3 >DATE APPROVED 77938 (ROUTED UIREMENTS / COMMENT CONSULTANT: Date Sent - Date Approved - 7f 3 7/7 9.3�e r' ` q3 FIRE DEPT. PROTECTION: DATED: INIT: 7 s��INIT: S AO ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: Sprinklers Detectors 4/ INSPECTOR: c/ 2- BAR/LAND USE CONDITIONS? L" -co N- PUBLIC WORKS O OTHER INIT: /93 UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: i BUILDING - final review 93 INIT: BUILDING OFFICIAL C ffn TYPE OF CONSTRUCTION: vtI CERT. OF OCCUPANCY? [Yes yl No UBC EDITION (year): INIT: REVIEW COMPLETED OAMOUNT WING: t.751 . CONTACTED L ^ 0_ DATE NOTIFIED � Cl. 10.-93 B () _ `..S ..J 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: Onit, ki -e.5 '` 3O.4C.q 01/08/03 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDINu PERMIT APPLICATION PLAN CHECK NUMBER o AMOUNT: <' BUILDING' PERMIT:FEE:.. PLAN <CH ECK: FEE <' BUILDING SURCHARGE EtgtOrYilY,VOtit*E- 5 ADDRESS SUITE# � S. 144th, VALUE OF CONSTRUCTION - $ 90, 000.00 Tukwila PROJECT NAME/TENANT S.W.I., INC. ASSESSOR ACCOUNT # x-,&5„0 ,� 2e.. 3 % - I JJVJTV'T.L'T'V TYPE OF New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: Rack Stora.e 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Construction of new single family residence BUILDING USE (office, warehouse, etc.) residence NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE'Irti No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 2 7 3 8 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Harol d W. d z PHONE -.-- ADDRESS 1 4254So-- e, Wasti-i-a9 — PHONE ZIP 98168 ,-,Seatt1 CONTRACTO S W_. I IMO-. . . , ADDRESS 22109 7th Ave. Unit 1 E1— Des n&s-,— Was -h-r q EXP. D /'1 19 PHONE Z 8.198 4 —So_ —Mo WA. ST. CONTRACTOR'S LICENSE #SWI IN* * *9 81CJ ARCHITECT Ni- ADDRESS` ZIP 1 HEREBY ;CERTIF.Y THAT I HAVE READ `AND EXAMINED :THIS :APPLICATION `AND KNOW THE:; SA >'BE TRUE AND: CO{ RECT AND 1 AM AUTHORIZED TO; APPLY: FOR; THIS,PERMIT BUILDING OWNER SIGNATUR OR AUTHORIZED AGENT Le IS ten on -,_2z stAPnt- ADDRESS CONTACT PERSON 22309 7th Avc E T PP St-pnsnn DATE 61301.93 PHONE 824 -3990 CITY/ZIP .des Moines, 98198 PHON824 -3990 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 'r"-') -. W DATE APPLICATION EXPIRES 1-(0 -6114 ' COMMERCIAL SUBMITTAL CHECKLIST : NEW :COMMERCIAL DUI LDINGS /ADDITIONS .` L1 Completed building 'permit application (one for each. structure I[Assessor Account Number Two sets (2) of the following: [1 11 COMMERCIAL TENANT IMPROVEMENTS <' I i Completed building permit application (one for each structure tenant): Specifications Structural calculations stamped by a Washington State license ..:engineer. n Soils report stamped by a Washington I� Topographical survey • 11 11 Location o}tenantspace %Existing ,and proposed parking %:landscape pfan:(if appii.0able, r;e:; Overall' building'pian TenanfiocaGon. �:Uso of adjacent (common; wall) tenant Overall dimensions of bullding orsquara foota• Floor plan of proposed tenant space Tenant space plan with use •of each room labell. xrt doors, egress patterns ew walls, existing wall, and wails;to be:demolishe Construction details rose sections •showing wall •construction 'attachment forfioor and ceiling :Structural calculations stamped by a Washington State Iicense engineer maybe required tf structural work rs to; be done 2 sets Energy calculations stamped by a Washington Stato Roans engineer or architect Legal description Working drawings; stamped by a Washington State license architect; which include.. • • Site plan •. Architectural drawings • Structural drawings • lAechanical: drawings ` Elevations • Civil drawings • Landscape: plan Completed utility permit appliCation`(one for entire protect) :Six (6) sets of civil drawings ( change; of us and method o NOTE 1/ ariy uhJity worlr la to; be done, submit separo applicadon'and plans: NOTE' See utility permit applicator and checklist for specific ut li submittal requirements,.:> RACK STORAGE , REROOF Completed building permi(applica tion` Assessor Account Number, Two (2) sots: of plans; which include Building floor plan showing: " • late& building permit application • Assessor Account Number Narrative describing existing roof; material being remove '—': matenal' being:, installed NOTE A certificat /on lector is required pnor to:final inspection and sit ..:off N of the permit one for each structure ANTENNA/SATELLITE DISHES • Entire space 'Where ill b • , racks wo located :• Exit doors • • Dimensionsof.all aisles Tenant space floor: plan showing rack storage layout, ,aisles an exits NOTE: include 'dimensions of:racks and ©&It ways on plan height, width and length aisles: Structural calculations stamped by a; Washington State licensed engineer (rack storage B': artd over) ' RESIDENTIAL : Compioted building permit application • :Assessor Account Number Two (2) sets of plans, which include SIte Plan (showing building and IocaGan of anfanna/Otelirto` Details antennalsatelllte dish and'method of attachment Structurai calculations'stamped by a Washington State license en oor ma:ho r Ired NEW SINGLE• FAMILY' DWELLINGS /ADDITIONS Completed bulidmg.:pormit application' Legal description Assossor:Account •umbor Two sots (2) of workmp drawings, which include; Silo plan .` �. fen plan, show closest hydrant location. Foundation plan include access. ro bullding, showlrtg; • Floor plan width and lringth of access: ••.. Roof plan • Building •elevations :,(ail views .. Building cross section Structural; framing plans :' Washington State Energy Codo da Assessor Account Num Two: (2 ets of working.drawiin �:5ite plan , Foundation plan Eloor plan' Roof plan: Building elevations (all views) Building ,cross sootier Structural :framing :plans NOTE} /f any uhhty work i$ to bo done: provide. and plans must be submitted 4 . Completed utility'pormit application Six (6) sots of site plans:sheWing utilities; NOTE :.: Dui/ding silo plan and utility site plan May be combined Sao utility permit application and checklist for spocllic'submttta! requlremonts Additional topographical and soils information may be required tl unique site conditions.:: tcir eaach structure Assessor Account Number Narrative describing existing roof; material baing:ramoved an . material being >installed NOTE A cerbfication'letter is required prior to hna! Jnspectionand el oil of rho pormlt n; City of7i1llcwitk C (206) 431.3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW93 -0177 Status: ISSUED Project: WALTZ SFR Site Address: 5810 S 144 ST Parcel No: 336590 -1122 Wetlands: Water: TUKWILA Type of Install: PSFR Number of Units: 000 New SQ FT: 2738 Contractor License No: SWIN * *081CJ SANITARY SIDE SEWER Watercourse: Sewer: Exist SQ FT: TENANT OWNER CONTRACTOR CONTACT • • NONE AT PRESENT WALTZ, HAROLD 14254 58 AV'-Si AV'-S E ATTLE,,, S.W.I. 22309 %$;7TH- AVENUE SOUTH, ,us STEN$ON 'F. LEE Issued: 09 /13/1993 Approval Letter: 09 /05/1993 Expires: 03/12/1994 TUKWILA Slopes: Add SQ FT: WA 9,8168 Phone: 206 824 -3990 WA 9819.8 Phdn;e: (206)824 -3990 Descriptions . SIDE SEWER CONNECTION INTO. ,CITY SYSTEM kkkk *kk * *kk ** * k kk*k kk * * * * *kk *k ** **** **** **** ** *** * �r *; *k * *kk * *k 14 ,kkk * * * *k *kk Inspec`fi i`on Fee : 20. °00. 'Acct No 402/342.400 Hook UP Fee: 10.00': _ Acct No 402/388..102'' Special Xssessm *ent ;' :0'a`. Acct No 402/388.101' 1TOTAL' FEE :' +30.0 * * *k *k * * * **k.' * * * *k*k•k *,i * k,****k k* k_k* 4* k• k* ekk**** a**'*** Afir• k * * **** *�k ***k* *' *** * *•k•k * *k *k THE APPLICANT HEREBY` ACEPTS., THIS PERMIT `A Df „AGREES TO ABIDE BY..ALL '? APPLICABLE SECTIONS THEnCI'TY.'OF,,4TUKWI;LA SMUNICIPAL CODE AND APPROVED PLANS.' WE ALSO AGREE ,THAT THE (ITY• -'OF jTULWILA SHALL BE HELD HARMLESS FROM AL!Ci 0R ANY CLAIMS ARI;S`ING 'AS .A RESULT. 9F r[HI,S PROJECTS P,ERMI S WHICH HAVE .LAPSED' BEYOND THE PERMIT,, E)XP,IRAT;,ION DATE” SHALL'REQUIRE,;REAPPLICA•TION AND ;RE�`ISSUANCE` 0F. THE PERMIT THRO.UGH'.THCITY OF TUKWILA AT AN?ADDITIONAL FEE. i APPLICANT MUST rENOTXFY''THE CITY INSPECTOi OF COMMENCEMENT & COMPLE�TI,ON OF WORK AT LEASTs:24.;''HOURS IN ADVANCE. FOR', ='AN`INSPEC;TION CALL 433 - 0179 `. Signature..,y�4`} Company: APPROVED FOR ISSUAN'C,E;•:.BY: JAP Issued By :. Authorized Per.M.i, :C.enter S.ignatu, e; 'V,01a`:t,e' * k* k* ** *kkk *******kk* *k** * * *71kk� *' *irk *;ikfc: *+1.ik *fit *'tiff tk *; **1***** *k *kyi**** * * *kkkkkk ** I hereby certify that the permit h °o1 der °whos`e name and address appears on this record has satisfactorily met the .standards and conditions for side sewer construction. -- -- -___ * * *kkkk *kkk *'k * ** Final. Inspection Approved: Inspector Signature Tenant: NONE AT PRESENT Type: PW -SSS •Parce:l #: 336590 -1122 Status: ISSUED Applied: 07/06/1993 Issued: 09/13/1993 ***** * * * * * *•k** * ** k *fir **'k* tilt***** * * * * ** * *it * * * * * * * *•k * * * * * ** ** k ** * ** ** * * * * * * *•k ** Permit Conditions: 1. NO SEWER. DESIGN WAS PROVIDED' AS PART OFTHE;,APPLICATION PROCESS. THIS DESIGN AND THE SUBSEQUENT CONSTRUCTION SHALL BE COMPLETED IN, ACCORDANCE; WITH CITY SEWER STANDARDS. �2f 7ttkwil� (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW93 -0179 Status: ISSUED Project Name: WALTZ SFR Site Address: 5810 S 144 ST Location: Parcel #: 336590 -1122 Wetlands: Water Course: Slopes:Y Water Dist: TUKWILA Sewer Dist: TUKWILA Type: SFR No of Units: 000 Contractor License Number: SWIN * *081CJ TENANT NONE AT PRESENT OWNER WALTZ, HAROLD J 14254 58 AV S, SEATTLE, WA 98168 CONTRACTOR S.W.I. Phone: 206 824 -3990 22309 7TH AVENUE SOUTH, DES MOINES, WA 98198 CONTACT STENSON F. LEE :::`. Phone: (206)824 -3990 Issued: 09/13/1993 Approval Letter: 09 /05/1993 Expires: 11/12/1993 Square Feet: 2738 **** * * * * ** ** * * * * ** * * **k '* k***** ********** ii"** : *:* ** * *** * * * *'k * *'* *�k * ** Additional Description .`' Developer ''Construct i on- :.Cos.t : 90, 000.00 3/4" DOMESTIC WATER METER '. METER INFORMATION: ,-`"Water].'._Met,er Size. 75; Quantity:., 1 Type: PERM Acct ;No : 4'0:1'%,388. 102 AcetNo:''' 40'1%386.520 Acct ' "N "o`:,.,.":000';345. 830 Acct No` ``,4- 01/342.400 Acct+'`,.,No:: "`'01/3.4,3•. 405 Acct No :'''401/3101 FEES: Regular Conction ne :;." Install ,:,D`eposit: Plan 'rr C h e c k: InOec-ti,:on: Special Connect ;r- ,> Ot,her :,,Fe"es Work Order.: #:', 5204C. 60.0.0, 1y5O.QO X1•0 00 15.00, 25.W 35.39 Tp AL FFi 5 . 2' 695:39 { . * * *k *•k * **** *'' * * *** * * *k *'k * * * * * * * **' ** iY' k-*-k * * * * * * ** *k * * * * * ** *; * * * * * * ** I understand thatt,the charge..'for the meter }in`stal.lation portion 'of the;, water meter /serei'Le ,ins,tallat'ion is:'` based :on. "the ,actual cost of materials plus labor inc1utding= 417%o over,head•. I agree, toy, pay the installatip'n fee '(deposit) on the signying "'of::th`i,s app`,lifca.tion'and.the b alan'ce of the cost-when 6111ed (overpayment wi lti nbe ';refunde'd)`:'`•Y'Further, T agree' to= pay the regular connection charge, fad'ministrative plan 'checkc' f-e'e, inspection fee 'and turn-on fee as part' o,f `'this; appl ication. I further understand - -that the wa ter} service piping from the `pub;ic'main to the water,'' meter' box and shut -'off valve (Corp stop) shall ' b{e,. constructed at my sole expense THE APPLICANT :`,MUST "'NO,TIFY, THE CITY INSPECTOR`"OF COMMENCEMENT AND ',COMPLETION OF WORK AT LEST 24' ;'HOURS IN, ;ADVANCE. FOR AN INSPECTION ; CALL x433 -0179. Signature:__ wJ . t/ / Title Company: :******* k****** k**** kk*`il * *'.%fkh: * *** * *ik **_ik •1k * ** *fc *, *m * * * * * ** *k *fir * * * * ** * *•k. ** APPROVED FOR ISSUANCE: JO, .Issued By: •,sL Authorized Permit Center Signature Date. . ************************************-************** * * * * * *-k* * * * * * * * * * * * * * * * * * * * * *. I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for,the project approved herein. Final Inspection Approved By: Inspector Signature .CITY OF TUKWILA Address: 5810 S_144 ST Tenant: NONE AT PRESENT Type: PW -WM' Parcel #: 336590 -1122 Permit No: PW93 -0179 Status: ISSUED Applied: 07/06/1993 Issued: 09/13/1993 tlt**• kk******* ********• k*iktk* tM• k**** k * **** ** * * *•kkk** **k*•k*** ** *v *** *** *ik****k* ** Permit Conditions: 1 NO WATER SYSTEM DESIGN.. WAS, PROVIDED AS PART; -.OF THE APPLICA- TION PROCESS. THIS DESIGN SHALL BE COMPLETED AND THE FACILI- TY INSTALLED IN,,.ACCORDANCE .WITH. CITY; WATER STANDARDS. TYPE K COPPER TUBING; SHALL BE�.USED, WITHINC;ITY RIGHT- OF7WAY FROM THE WATER MAIN :T0 THE WATER METER fAS ONE OF./THE REOUIRE- MENTS . ; City of Tukwila John W Rants, Mayor Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: SEPTEMBER 5, 1993 ' SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Waltz Single Family Residence 5810 South 144th Street Project No. P93 -0065 Activity Nos. PW93 -0175 thru 0179 Contact Person: F. Lee Stenson Telephone No.: (206) 824 -3990 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 5, 1993: Curb Cut /Access /Sidewalk Land Altering Sanitary Side Sewer Storm Drainage Water Meter (Permanent, 3/4 ") Permit fee $ 25.00 $ 55.50 $ 30.00 $ 25.00 S 695.39 TOTAL $ 830.89. Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the permit files. JP /cd cf: City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) ,�,i. ce. Oa n etue) ' (w /coopy ott •Vet/:e.d# ') cd.d25.waltsafr.upa 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 City of Tuk '. •,la I # f7c'-- r�J Central. Permit System - Engineering Division /'93— d/ 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188. ,,,,, e,/ Phone: (206) 433 -0179 G 1993 UTILITY PERMIT APPLICATION Site Address: �. 1-44th r__:;as IINFORMATijON Name of Project: !�l1L7-Z ,374/4L4" t-'.4� /�.Y RCS /D�i✓C.0 Property Owner: Harold J. Wa7.tz Street Address: ]"4254 58th Ave. SQL Engineer: N/A Street Address: Contractor: Phone No.: CityiState2lp: sea t- t-1 p ,,jgja 9 S 1 ti R Phone No.: City /State/Zip: Phone No.: Street Address: 22309 7th Ave.. So. Unit 1 E 3345 D —//22. King Cty Assessor Acct #: .4.46.548--1-1...2.g. Contractor's License #: swi City / State/Zip: ,- 4• •- I. • • N** ; C Exp. Date: 1 • Mil `:.; >' ❑ Channelization /Striping /Signing Cal EST EiD f; Curb Cut/Access /Sidewalkre/r5) ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Flood Zone Control Alooa Hauling /ED Land Altering d Ov cubic yards (4/7) ❑ Landscape Irrigation 6/Pf ❑ Moving an Oversized Load Est. start/end times' Date: Sanitary Side Sewer — No.: Name: S,W. . 49/31e3 ATER :METEI DEP:OSITI:;> REFUND /BILL 4/77 ❑ Sewer Main Extension ❑ Private ❑ Public ✓ .g Storm Drainage(d /7) ❑ Street Use ❑ Water Main Extension :Private ❑ Public ❑ Water Meter/ Exempt:— No.: Sizes: Deduct ❑ Water Only ❑ 3/4 ai Water Meter/ Permanent - No.:._. Size ❑ Water Meter / Temporary: — No.: __._ Sizes' Estimated quantity Schedule' ❑ Other: INC. Phone No.: p74_Aggn I3ILLINGS'.TO:` Street Address: 22309 Name: SWI, Inc_ Street Address: ' Water x3 Sewer DESCRIPTION ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel 0• 7th Ave. So Unit ❑ Metro ❑ Standby 1 E City /State/Ziptes Moines Wa98 198 Phone No.: 824 3 9 9 0 Cif /State /i• u d • - Wa 9819 ❑ Single- Family Residential ❑ CommerciaVindustrial ❑ Office ❑ Retail • x flew Building MISCELLANEOUS; Q : '.INFORMATION XSquare Footage: 2 7 3 8 ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital 53 other: �i nyl e faro) iy ❑ School /College /University ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ N/ A Valuation of work to be done: $ 90 000.00 1 HEREBY CERTIFY THAT I 'HAVE .:READ :THIS >APPLICATION AND KNOW THE :SAME: -TO BE TRUE AND CORRECT. Applicant /Auth Agent Signatur Print Name: Date: .Lee Stenson, Phone: President Contact Person (print name): Address: 22309 7f-h AVf,_ so- rinii- 1 F Des Moines, Wash., Phone: 98198 04/22/92 TE,nP E/t os /O'v PA. Aid-I:. PA A- c f /» I-- ,7- z: /= A/ A' D f ) / // acs ' 6'C.4 ZE (-UOC>O ,E'N O. Vi cu /7 Src r\ JJ(No YJ � R M /SEO w by o«IN L') TS 7 P y PLAU oraA co//1Ai:C 0 / Top Ft o u/t. f'4.r. --- /L/ ps c @/L ro N70 RF 1.aearrp� i5.1.6-11 TOP 0/`.- 0 . oe- h lv,q G K h° 6 137 M /JOX Rijn . / 3s, 7 Z'A // /.? .S' 1 4/1,-/ Tbt S ROAD 81' vE,Q7- 1 CAL %/4 ate. C cpm �. C v/2.6 RECEIVED CITY OF TUKWILA JUL 61993 PERMIT CENTER PARCEL B: The east 65 feet of Lots 9 and 10, Block 10, Hillman's Seattle Garden Tracts, according to Plat recorded in Volume 11 of Plats,page 24, in King County, Washington; EXCEPT the West 11 feet of the North 30 feet thereof. A 3' MA 14 / 92.0 1 D,L f'Vi� )' 4'j7 sewer 36 —738,-;00' u/. /27'r GOT 9 Car /0 PARCEL A sq. ft. o%.8 /27p0' /92, • z "A/0/ &'5 • /• a' ,1\74a r .6c dew % / s et . l0 3-'•1 • PARCEL B sq. ft 77'32 �y 6.6-:001 t G SO rrrrrrrr /I�rr /rrrrun�rNrlr. EXPIRES 8112! 9¢ oernuiiinntiuniinrrart Land Surveyor's Certificate: ( No property corners set) This Boundary Line Adjustment /Lot Consolidation correctly represents a survey* made by me or under my direction in conformance with the requirements of appropriate State statute. Name: Z`uyc°, e ,4&'-e Date. �S Certificate No, _ o %Z "A lot consolidation does not require a survey of the perimeter unless the lines are adjusted. rs r s 4 -., r' r tr 7:7 r,• dk�: .•o.�, A, rZ 'i 3 1993 '1 Map on pile in Vault Direction: Scale: / Stamp: Page of is 4 .nn C N 2 ti RECEIVED CITY OF TUKWILA JUL 6 1993 PERMIT CENTER PARCEL B: The east 65 feet of Lots 9, 10 and 11, Hillman's Seattle Garden Tracts, according to Plat recorded in Volume 11 of Plats, page 24, in King County, Washington; EXCEPT the west 11 feet of the north 30 feet thereof 9306212008 206 -- 244 -759 F'• ,! . AMER I CAN HOMES 1 ,:/ P0S JAN 29' 93 9.2 13 ilijt114 _ V LINE ADJUSTMENT /LOT CL.. I.SOLiDA'L'ION CITY OF TUICWILA, WASHINGTON PAX NO.. 1,..1 — pots LEGAL bESCIti TIO BEFORE ME ADJliST114t1t': LOTS•9 ANb 10, Lock 10, HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO PLAT RECORbtb IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, WASHINGTON, biABtMEkt 6t Atttifithstri ExIthined Ind IPNtMd tid Ay _ . - 1913 ,ta�tM S W s-rJl Jb'/ AMA MR AiiJtt 'M J'rt ' A LOOTS 9 AAID 0 lLOCl< 10• HILLMAN'S SEATTLE GARDEN TRACTS ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS PAGE 24, IN KIM COINTY, WASHINGTON: EXCEPT Tit EAST 65,�-E�E Cr T� SCUM 94 It ti 1 THEREOF AND EXCEPT THE EAST 54111.1 OF THE NORTH .10 FEET CFA PARCEL I-E EAST' 0 rta of LotS 9 A1\b io, ko 1< 10 HILLMAN'S SEATTLE GARDEN TRACTS, ACCORDING TO PLAT RECORDE� IN VOLUME 11 or PLATS, PAGE 24 IN KING COUNTY, WASHINGTON; EXCEPT THE WEST tl FEET CF THE tJJRTH 3D FEET THEREOF. OIIIII,IIIIIII/II/I/II,IIIII4 +' °,71k%a 4,4: :N I/1 N1,NI11111111I/II.NN,11 • Uit-T`'� i Op Y DP aii- tL D ' JUN ti i913 bltouttw or ft t urd§ &±]ttcttnnr APPROVAL Department of Community Development Examined and a • roved this „/7 da„• f - ,19 E3. Director, Dept: of Community Developmei Dept. of Public Works: Examined and approved this ,.JL day o 'rector, Dept, of Public Works Return to; ta Development for t cord at the request of : :, r5 ' ( 0 Maiming Community City of Tukwila ' • 6300 Southcenter Boulevard Tukwila, Washington 98188 • •'r" Paee f nf_._._...... ,191 NAME I' " \1 n rI `^^`,, Permit No PW93 -0178 Status: ISSUED Project: WALTZ SFR Site Address: 5810 S 144 ST Location: Parcel #: 336590 -1122 Wetlands: Sewer: TUKWILA Contractor License No.: SWIN * *081CJ TENANT NONE AT PRESENT OWNER WALTZ, HAROLD J 14254 58 AV S, SEATTLE; WA 98168 CONTRACTOR S.W.I. 22309 7TH AVENUE SOUTH, DES MOINES, CONTACT STENSON F. LEE c STORM DRAINAGE Issued: 09/13/1993 Approval Letter: 09/05/1993 Expires: 03/12/1994 Watercourse: Slopes: Y Water: TUKWILA ' Phone: 206 824 -3990 WA 98198'. Phone: (206)824 -3990 **********************• k **** ** * *•k ** ** * * **** *•k * * *•k * ** k*** * * * **••k *�.*** **•k * *** k * * * ** Additional Permi ":.t''Description_: INFILTRATION SYSTEM OR TIGHTLINE Existing Square Feet: New Square Feet: 2738 Inspect.iun Fee: 15.00 Acct No: 412/342.400 Plan Check Fee: 10.00:'` Acct _No: .000/345.830 TOTAL FEES: 25.00.6 . King County -aValuation: _.._. Value "of..Construct ' ion: 90,000.00 **.******** * * *, *, * * * * ** * * * * * * ** * * * * *!i ** Mfr * ** ** ******* ik****** *** * * * * * * *•k *•k * * * *•k * * **** I hereby accept = -this permit' and agree to abide . all applicable sections of the City of TuI..wi la Municipal 'Code. We agree that the City of Tukwila shall be held harmless for.all`,or any claims arising as a result of this project. Permits which have:�°,lapsed beyond the expiration date shall require a re- application andNreissuance of the permit through the City at an additional ..Additional . Square Feet: fee. THE APPLICANT;MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Signature:____ �/� � _ ,'? a�1 . Date: �-r,�,,,� -g ******** * ** * * * * ** * * *, *'�cly* *•k * * * *•k **** ** * ** ** ** *** * * ** * *k **•k* * ** *** k ** * *•k *YM*** ** APPROVED FOR ISSUANCE' B.Y.: JAP•' Date Li! 3 Authorized Permit Center Signature• k********* * ** * * * * * * * * * * *** ** * *•k * * * ** *•k* * * * * * * * * * * * *** * * * * *•k* k * *•k k* k ** *** * *•k* kk I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Issued 8,v: �•� Final Inspection Approved: Inspector Signature Date `CITY OF TUKWILA Address:. 5810 S 144 ST Permit No: PW93 -0178 Tenant: NONE AT PRESENT Status: ISSUED Type: PW-SD Applied: 07/06/1993 Parcel #: 336590 -1122 Issued: 09/13/1993 ik4r*ik*•k•ktk•ktk+ty4*** * sic*• ic4c****** ** **** * *•k•k**ik** *•kk*•k*** kk*** ***•kVr•k*** **** *** * *k *k Permit. Conditions: NO STORM DRAINAGE DESIGN,; WPROVIEED < %AS; PART OF THE APPLI- CATION _ PROCESS. 'GROUNO..� INFILTRATION SYSTEMS` SHALL: BE USED WHENEVER SOIL TYPES. :;AND' CONDITIONS PERMIT.:"INF•IL,TRATION SYSTEMS SHALL NOT ';:NEGATIVEL;Y IMPACT ANY. EXISTING` SEPTIC IEL SYSTEM DRAINFCiS.. CURB CUT /ACCESS /SIDEW Permit No: PW93 -0175 Status: ISSUED Project: WALTZ SFR Site Address: 5810 Si 144 ST Location: Parcel #: 336590 -1122 Wetlands: Sewer: TUKWILA Contractor License No.: SWIN * *081CJ TENANT NONE AT PRESENT OWNER WALTZ, HAROLD J 14254 58 AV S, SEATTLE, WA 98168 CONTRACTOR S.W.I. 22309 7TH AVENUE SOUTH, DES ' MOI ICES , WA CONTACT STENSON F.; °.:LEE Issued: 09/13/1993 Approval Letter: 09/05/1993 Expires: 03./12/1994 Watercourse: Slopes: Y Water: TUKWILA * * * * * * * * * * * * * * * * * *4*4* *rC * * * * iii * * * * * * * ***` **•kk4*** ** • Additional Perm /Descri;ption:t.'"- '.. ?; MODIFIED DR•IVEWAYACCESS'-ONTO S'4144:TKST Existing Square; Feet: " `,Additionalt Square Feet New Square Feet : 2738 = Pfone: 206 824 -3990 98198 ;- Phone:. *• k** **.** * * ***•k * *. * * * ** * * * * * *•k * *. f' r '°'4;a Inspect "ibn Fee, t' .15.00 Plan Cf'ck Fee: '' 1000 °' ..:'° TOTAL FEES: ,, 25.00 l, y3 ., — .. 1, �t ' 1 r King CountygVa1'Uat4ionc~ r. �- Val re•of. �`.Construct,ion`: 90 000.00 * * * * * * * *'k * **. ** * * * * *�* * * ** kv'k.ie *,.k^A ;kdt,. *.* k* **} *, * *rk *.* ****** * * * * * *r* * *,**- *. *'k ** *� * * * * * * ** : ,,..• . I hereby peptio,th i s tpermij.t• and' ra "gree,••'to `+abide.� a,1 -'1' applicable sect ionsof the City of Tu w• la Municipal "Co`de.,.:;,'We agr.ee.,.thate :City of Tukwila, shall be held harmless for, all ,or any claims arising as a•- result of this project. Permits wh1;ch', hav'e"lapsed beyond the expiration•.da_te shall reqOre a ".," re- applicati'oLl, aid rreissuance of the permst;.through''the City, at','an additional x,,,;„! ;0',, , a ,'. N.;.,. fee. ,,: 1�c '.Wr Jg Acct 00/342.400 Acct'�,No: !000/34.5.830 4. THE APPLICANTMUST NOTIFY THE CITY INSPECTOR OP COMMENCEMENT AND. COMPLETION OF WORK AT LEASTT24 HOURS IN .ADVANCE. TO SCHEDULE• AN INSPECTION. CALL 433 -0179. Signature:„ * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE B.Y.:Y JAP _____ Date: - = ._ ** * * * * * * * *. * * * * * * * * ** * * * * ** * * * * ** * * * * * * * * *k *•k ** Issued By: �i��C;_ Date:. Authorized Permit Center S',ignaa..ure: .= ''' *************************'*• k********************** * * * * * * * * * * * * *•k * * * *•k* * * * * * * * ** 1 hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Crate Address.:: 5810 S 144 ST Tenant: NONE AT PRESENT Type: PW -CCAS Parcel #: 336590 -1122 CITY OF TUKWILA Permit No: PW93 -0175 Status: ISSUED Applied: 07 /06/1993 Issued: 09/13/1993 ******************************************* r* * * * ** * * * * * * * * * ** * * * * * * * * * * * * ** Permit Conditions ,„+M: . +._... 1 1. MODIFY CURB CUT IN._ACCORDANCE,, WITI =C;ITYt STANDARDS TO PRO- VIDE FOR NEW DR I.VEWAY w' 2. THE MAXIMUM DRIVEWAY GRADE SHALLtiBE 15%. °'`s ANY TRAFFIC"':CbNTROL , „THAT MAX BEfNECESSARY„ ON S' f44TH 'ST SHALL . BE ,CO RDINATED`IW:ITH THE ,1' CITY. 4UTILfITIES INSPECTOR . ht4 � i Q^ � sk Y t Permit No: PW93 -0176 Status: ISSUED Project: WALTZ SFR Address: 5810 S 144 ST Location: Parcel #: 336590 -1122 Wetlands: Contractor: S.W.I. LAND ALTERING Watercourse: TENANT NONE AT PRESENT, OWNER WALTZ, HAROLD ;_ ; ;� 14254 58 AVs:S, :- SEATTLE, : WA 98168 CONTRACTOR S.W.I. '' "', Phone: 206 824 -3990 22309 -7TH AVENUE SOUTH, -DES MOINES, WA 98198 ,. , CONTACT STENSON F.- .,LEE,,. Phone: (206)824 -3990 Issued: 09/13/1993 Approval Letter: 09/05/1993 Expires: 03/12/1994 Slopes: Y License No.: SWIN * *081CJ N ' 45''1 ! 'r • `:. '4:. 'k* * * * * * ** k * * **. *' *.k lr* k1****** * *. *'-k *'k *•k�k, *7t•k** * *•k * *'k k * *•k•** IA:4(* *' **'k `* * *•k * ** *** * *'k *'k Additional , D`escriphtaon: < 's` t' $. 200 GY:.rPF CUT (WILL BE USED FOR ON -SITE FILL) Grading /Fi]0Yar.,ds) -Cut: ,`: "' 206'% Fill: Total: _ ;0 Perms MeeY: Plan Chec.k1 Fee ti, r- (Ot:her: Tota 3232'.:.. 0Q ..... '• Account No 000/322,100:, ' .. ,..,50 • Account No: 000/345.830.. Account No: 000/38'6:= 904 ;�''`� fFees, tt ,. • ° 55^, 50 ti Valuation. 90,000.007 ** * ** * * * * * * * *, * * * * *** * * * * * k * * * * * **k * rol* * * ** *. * * * * ** * * ** k * * * *** * ** k**.** * ** * * * * ** ** I hereby ,cert`�if4 that I�` ha've' r'ea`d,:�and - ekami.ned this permit 'and,know,'the same to be tru'esand correct. ' "'A'l.l,..pr;;ovisions of,:lawfand.ordinances governing this work will #`be complied with, whether specified herein or not The :granting of this permit.:'does °' tot presume to give authority to • violate, -or cancel the provisionsof any; o,ther state or local laws regulating construction ::or the performance.` of work`. I,; am authorized to sign • for and obta i n' th i s 'Land Altering permit. This permit shall become null,and void if the work is not commenced within 180., drays from the date of issuance,or if the work is suspended or abandoned for a .period of 180 days from the last inspection. THE APPLICANT MUST` NOTIFY THE CITY' INSPECTOR OF COMENCEMENT.. Pt bCOMPLETION c OF WORK AT LEAST 242� �iOURS IN •ADVAN. E. FOR AN INSPECTION GALL 4.32 -0179. Signature: * ** * * * * * * * * * * * * *' * * * * * * * * * * *%* ** APPROVED FOR ISSUANCE: JAP ... Issued By: Date: ****** k * * * ** * * * * * * * * * * * * *•kk ** *rot * * * *'k ** Authorized Permit Center Signature * *•k* ****• kk****************• k* * * * * * * * * * * * * * * * * * * * * * * * * *•k * *** k * *•k *'k * * * * * * * *•k **•k k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily niet the standards and conditions for this project approved herein. Final Inspection Approved By: Inspector Signature Date: Address: 5810-S 144 ST Permit .No:' PW93 0176 Tenant: NONE AT PRESENT Type': PW -LA Parcel #: 336590 -1122 Status: ISSUED Applied: 07 /06/1993 Issued: 09/13/1993 *.************************************** k******** * * *k * * * * * * * * * * * * * * * * ** * *•k *k Permit Conditions: 1. 1. THE LAND ALTERING FEE IS BAED UPON AN ESTIMATED 200CY OF CUT. IF THE FINAL QUANTITY EXCEEDS THIS AMOUNT, THE DEVE- LOPER WILL BE REQUIRED TO ,CALCULATE FINAL QUANTITIES AND PAY THE DIFFERENCEIN 'PERMIT FEE.: TEMPORARY EROSION .CONTROL MEASURES SHALL ;BE' IMPLEMENTED AS REQUIRED BY';THE CITY UTILITIES INSPECTOR TO PREVENT OFF -SITE SEDIMENTATION. THE S -I.TE' SHALL HAVE, PERMANENT EROSION CONTROL MEASURES.' IN PLACE ASS,.SOON AS'POSSIBLEAFTER FINAL GRADING HAS BEEN NAME OF DEVELOPMENT: City of Tukwila DEVELOPER'S Ph,OJECT WARRANTY REQUEST FORM U DATE: S / z DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) s i4/4/74L. NAME: s' 6,t,/.,E ADDRESS: 02.2 3 ©1 CITY/STATE/ZIP ,47/ % ,4 / PERMIT NO,: TEL. NO. S Gtr/9- PW q,3— D) 0 2r/ cn DESCRI OF EMS TO BE P • (=- RE' PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): • f \57-04. /9-1 12/2 />r/ /71_ Y %r 9 NK.M1 �l SO c/ 4-1-676 iv //A ,,l h-e-T �5 i.f .s�cti�. =2 ers e fr &f6 Gvv/2' . 5, /` / /l(i , sT 2 /I7 72 As the owner, or authorized agent of the owner, i hereby submit cash or cash equivalent in the amount of o • _ ($150% of value to complete work described above) and attach supporting documentation for value of work. 1 will have this work carried out and call for a final Inspection by this date: ( G / l.S" -/ 2 9), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed a�oye prior to requesting inspection and release of these funds. SIGNED: TITLE: QTI.0N z, (#f!7!`b )P11t7ipf SIGNED: .4 THIS FUND iS AUT AMOUNT: At 2 000 sx�- DEPARTMENT HEAD: RIZED BE AC EPTED. • CASH CASH EQUIVALENT DEPOSITED THIS DATE: 6- J3 CiTY RECEIPT NO. 19 1 2 RECEIVED BY: HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: ompJe04;:tc; All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE CASH CiTY CHECK NO. RELEASED THIS DATE: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Flnance Department — Permit Coordinator, DCD RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Flnance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD 09/13/90 DST, ECEIVED FEfl. 1993 ..:...... 3 .:ISPLAY CERTIFICAIE \ rHMVb\ rKK\ \ AtiW\\ MK1^ V�MNVNMM \tiKK \NV\NM!VNrvF\4W \4\tiKW VAN\\ h \bNrVFV�Ny••b\K \'` \4 \•1ML1\,v\ \••••••••••••••••••••••••••••••••••* 1 Fe25-O52!000 (3. 'AY'\'N�W„fh14WN4\tiK\ \ \i• \KVWZ \\ VNAM'\M/N \NMbYN1.hNhvN!\i \ \\ •\\\N W\\.W WK\.\ ••\N1TrVN' V4��A\!\^ M/ N/ W�NKNYWbNY \wfa1 \vW44 \ \M1N \�iH.NNM_M_ h. NAhVVNM, \ • L DETACH TO DISPLAY CERTIFICATE -1 CITY OF TUKWILA Address: 5810 S 144 ST Permit No: B93-0248 Tenant: STENSON WHITESPAR INC Status: ISSUED Type: B-BUILD Applied: 07/06/1993 Parcel #: 336590-1122 . Issued: 09/13/1993 *************************************************************************** Permit Conditions: 1. No changes will be made,:04PipgalpAt Oss-„approved by the Tukwila Building Divtiio--— 2. Plumbing permit ,0;aV:.'lie obtained through .th'e!t1 e-King County DepartmeWO Public He 41 thyV;Jflumbln9 Wf1)V0k • i n Sp e cted b y4Pla't A? eh cN'incl uding all gaSgpiping (296-4722) "4;V- ,* 3. El ebtri cafgermlt Ihklebe;;o1YWhed"Oroqgh "tbe4as,pintOn k .. e, , Y _. qs■ , , State Dtiv,, ion: otL,ebor,§and I IpOstri es and all eAp 0 0 ce10,, work WiflAe/be ei"tvcs:P eif6 t e d ' by t P4 \ede0y ' ( 248-6657 )' 4,,) 4. All me* *Pi cal krKqSha 1 1 fie-. Under 'separate pePmiti'th6)u91-0\ the CO ' of Tukwila. le : ';:g'0,\N • ,;!.,,, ,. , ,,, , ' ,,,i- W,A ,„- . , 4,4 , , , 5. All pep fts,L inspect iopArecor'0„,and approved plan's, s414 be mains*in,edeiTable at the .1415--etppr i or to the start of \i,A any4OintruCAi on. TheSe—docOc'ents ,70:06 to be maintained Vk a vaAjtibleunt 0 f inalthspectliOn a pp ,r9V44--A.p. granted; , 6. En0Yieered truss tirawfh0 Land calculations -shall be on site a nl*al 1 op e :tcr=the bIll 'Id 011,6 i hi Oicitorf or ii nspect i on, 7 An 1 peS1 Pisu 1 6066 ib Iclarig\materi al_ Wa 1 I have e,' F 1 ame, purposes T,..mlboou Man tiY-ifii"i1,16e'a r the seal and signature of a, Il WeSAngtarrS4teWofe4el'on*EncOef':— ..,, Sprtd Rat i I?g °of 25-s,oi'vJA,sC 1 o. ai4\malallys6hal I bear denel fict ork 4140h9 the f ire perforicer0lt-thereofi B. Not 1ehetityof gl v Tukwila: Buildiin461,Ntislon P!'fslor to ' plactng apy concrete. 'This proceyUrk y *Calif* t i ,9:41 to. any p, , reluikveMt: ',for *ecial inspection. t--:: -,!,,,,I,- p. I i •Y''',i 0 ' ' 9. All WoON, to reirainjn placed con0-etie. -0h411 bi>tieated woo _. 10. ' There *1 1 :.bencl occupancy of the bil14104k$1 4,0n t i ),the final inAectioftes been completed by th.:.*Tukwila vi,1„ . Inspector q,_ 11. All constrka k Aon '* tot- be done in -conforoance with eepproyMy plans and 'recip;.Tements of the Uniform Building Code x ,p9 1 Edition) '. as .ew ed by the Ositillpitbrt,,$tate Bui ldil*Code, Uniform MechanfbeliOckde (1991 Elti6r0) and Wastafipton State Energy Code (1991 "."'ti.,:apk,fdAfbri ) 12. Validity of Pe rm i t, !'l'fieIT4S.Ifil3900•ok;R::40,10Ve-*-'8 or approval - of plans, specifications and eb nitl,itittab67k;;strsi l not be :con- strued to be a permit for, or an approval of, any violation of any of the ProVis lops 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. H : H, • ': .: ,: - , ' ,' , - ********,*h********'***** 4*.* r4.* r• k** k4k** * *h** *** *k * * * *4**4* * *A* lc It At, **4'k TTY OF T.UKWIL , WA; , T'FtANSMpT.. k,4 * * *,4.k * *** * *hi4k *k * *A * * ** i.444 Fir* 1 k'* ,kA4* * * *4* * ii* *4* *44*4' *k *; .. 1•R NSMTT; Num, :berr: '9:4000542: °A, niuur`i;ta.: 2,:.000.00„:0§/12'%94'.':00:5 ; .7;' • • P e r m i t ' : N c o : PW93•- .0178' Type: P14-40; STORMM: OI NAp i /i31h4 Pa0.0.61 Na r 33659.0 19.;22 J. . . :Site Addros`sr 3.810 a:144 4 Si Payment Method; CI•IE.CK Nat,&. Iciru S'1E SCN WH],TEBPA `. xni.t: SI»G ** a4** k* k4*:*.*,*****, 4.*; 4.* 4'* * * * ** * * *4* * *. * *; *k*4.*4,.k *44. **' *k,k * * * *.`* * * *.* ** ** Accourit i.Cad0 '.Deter' i •pt i ari Paid ' 000/386:508 DONDS /DEPOSITS ,000.00 2 Total,' (This Payment): 2,600,00,: rpt 1 +, ..1.� ',".2.1'0 00 Tat A17 .Payments:.: 2,:025.00 . EIe1. Sri re: ..00, •r h ••• w w• M• Mr Mn M! N r ow so, r ■ GENERA 1 2000.00` :'TOTAL. 20.00.00. CHECK.. ':2000 .100 CHANGE < 0.00 1912A000 03423. k* *k * * ** — k**:**************************** . *r4 ** ** *.*k* *** **. **P** ** ** I1 Y OF TUKWLLA, WA ' : 1RF1h1SMIT• k. ****** ** ***********• k***** O* l4*******• k * * ** *+4 ** * * ** *P* * *.4 ** * * * **.* .`. TEANSMIT:•NUmher: 9.3000.850` Amounts.. 472.55 07/06/93 12:07 Permit No: °.:09.3 - 02.48 Type :.1 --L1UILD BUILDING '`,PERM0l�'06 /73 Pyur�Y.c�le1 nNaa: .336590-1/20 G •i to AddresA M .S_ #t 4 rrO 1 " 5 %10 V � ,Puyoient .Method: CHECK Notation: 31EN90N WHITEIPA. Ir�it: :£l:R' **** k:*;***.**.******* .k. *:*Pc * * * * * * **' * * *Pc- k * * "* * ** 1r *. * * ** ** ** * *: * * * * * * * * * ** ,Aceotint Code Deseri,.ptiari ' , Paid_ ,0O0i343.1330; PLAN CHECK µ RES 472.55 Total (This Payment) : 472.55 GENERA " 472.55 TOTAL 472.55 CHECK 472.55. CHANGE'. 0.00 21501400 12:14 Total . F'easx i;y224.05 'Total All Payments;. 472.55 .. .. .." URl ince" 751 5'0 4*** k******** k***** k* 7i** k*** k** k **kk**** ****kk**k**kk *k*****44* 4 Reprinted: 09/13/93 11 :06 TRANSMIT :XTY OF TUKWILA, WA 4*** k*** 4si•.**** k*** l4.*****.4* k****** kk** k***4**.4*:4k *** ** *•k * *:4 **** ** TRANSMIT Number: 93001282 Amount: 751.50 09/13/91;14;01 Permit No B93 -0248 Type: B- BUILD" BUILtING PERM "/ P trcel No: 33659.0 -1122 Site Address: 5810 8 144 ST Payment- Method: CHECK Notation: STEN$ON- WHITE:SPA Iriit. SL8 ***.***•.•********* kk *k **** **** **k** * * * * * * *4 **** *** *fir *k**** ****** *kk Account Code:. OQ0/322.100 000/341.703 000/386.904 Total Description BUILDING _ RES. BUILDING- RADON MONITOR STATE BUILDING SURCHARRE Total (This PE4ymer►t): Total Fees: All Payments: Balance: 1,224.05 1,224.05 .00 Paid 727.00 20.00 4.50 751.50 GENERA GENERA TOTAL CHECK 15.00 2225.00 1612.39 1612.39 CHANGE 0.00 4307A000 15:18 *****k*****'***************. * *. * ** * * * * * * * * * ** * * ** i ***.** * . * C-ItV OFCUKWILA, WA TRANSMIT * * * * *- * *'* ** *. ** * * * ***A** * * * ** ** Mfr******** * * * * * ** * * *: * * * * * * *.** * *,* * * *'. TPANSMI r,; Number; "9300128d`::Amaunt: ,' 25.00:0S/13/93:,11102, Per'..mit'..No:' PW93:�0175 Ty,p,e: - . .._. . Pei^`de1 'No: '336590.-.112 - 4se A.ddreg ::5010 ',S..'LAC, S C. Paymer t Method: ;CHECK Notation: S'TENSQN- WHITTESPA Ini,t:.°88L8 **********"'***** * * * * * *,k * * * * * * * * *; * * * * * * * * * * * *a * * * * * * * *,k * *. * *: * * *; * *** ,; .. , fit. 4 ', .. C0 ,61: ``Code.: :nascript.ior Paid %345430 PLAN`:.CHECK ...UT,ILITY :.`10.00 /342.400 INSP .FEE - UTILITY `15..00. Tato1 (T) ip `Pdymdri.t)z. 25. o0: ** A * * I4 ** *** **k**.k *kk**.*• heir+ * *****4* **h*k* r*** **** ********* *** ** CITY :Cif:TUKWIL , WA ..TRANSMIT * * * *.ik54 *; *k* kkkkie ** **' * ** k */tk '* **A.**if** ***** * *kkkk *k * ***** ** *k.k TRANSMIT umber•.:' ...30Ot285 Amount, : " 55 5.0 U3/13/93' 11 :1)3 P.: emit Noe ,p.W33 U17 Type: .PW -LA LAND A,LT.ERXNG PERt4IT Parc.el . No:'.. 336590 - 1122. 1e `Address 58.10 S.:144 ST; Paytnent Method: ;CHECK Watation: STENSON °WHITESPA , . Irr;it: ,SLB * 4A*******;kk * * *k * ** * *k * * * * * ** * * ** *fit** * * * * * ** * ** *irk ** * * *_4. * ** Ac'cpulht D"00' Desciri`ption 00;0/3,22 100. . aUILD.NG - 'RES ..440/345 ;830 PAN 'CHECK -. RES TOOa1. Payment): ******A********** ********* **4,4****.k*I:**************Ii********** * * 1.y,:.,!*T4,y,.,,,,.c.)*4,F:._* 4,.rii.U, 4,1(*14„IL,,,h411, **/4,,,,,,,..,ho.,ico.kii,*:64',.kkAl;m:u*n"tkt*:.:******, *4: t**93A0N,;3:0"..rontto9/$13o/E9TR3914:14:1:ROI1.3 :TRANSMIT Number: ,94 .... Permit Not:,,p,WS.,3-0177: TypeV. ril7spq ***4,4,i,..vor;4*41*.i, , , par6ei Nov 336590-112, .‘• , ' ' • : • - '844 AddresS. 5810 S 144 ST e.-,-a-'i H:P t M ,..t hod1,*: Ci"E1/4*ell ***No".*tatton: STEN*S*ON-WHICE*S*PA ****In,*it* v.* S1 3 *:#*l1***46r4 )aa,int,40 d e ' , , DescriP lon • " 402434.40CY .INSP -. , FEE SME/S8S - . ,20!00.. ,..4C$2/3848,.102 • ' SEWER HOOKUP - 10.00 - Total' (This Paynisrlt): , 30.00 F Fees Total . ,' 06 .00 30.00 Total All Payment: .. , 3 v" .,. : ,•.. •„ • * *it *A ***k*** ** * ** ** *k ** * * *** * *.* *k***** CITY .pr" 1IJKW.I'LA,' WA TRf1NSMIT'. *****;"*'*"*'*******"***:*** k***** kk k*.** k***** k" * *kk *k *A��t:***k* *•kkk. *.k *k' ** TRANSMIT `Numbere .93001287 Amaunt« 25.00::09 /12793 1:1 »09 P:ermi t 14a » NW9S -Q178 Type: PW-s» STORM,. DRAXNAGL'... • N"ii^cei 336590- 11:22. • i4 a °address» 581,0 a 144 S7 Nayment..Methadi``;CHECK, Nat NSON- WH11E8Nq Iriitc:SL13 * *k * *- ** ***k * * ** J k,• k*: kk �lr ,kk *" *k* **** ****:•k ** * *k *kk�k* kk *: 41ccoun;t" ,06d.6 t)escri.ptian Naid ::-PLANT CHECK UTILITY .`. 10.U4. 4112/ ?:42.400: IN5R :FEE _ STORM 3aRHI3Q .:Total • t "This: :Payment) »,.: 25.«00 Total Fees: 25.00: Total All ° "Payments: 23.00 Dal ance» 00 * ** * * *.h * * * , ********+ 1r************ * * * * * * * * *,4. * * * * * * *it * * * * * * * **4 I CITY' OF TUKWXLA, WO TRANSMIT ***{*******I s*********************** h* * ** * * ** * * * * * * * ** * * * * *, * * * * * ** TRANBMIT umber^`: 9,300.1288 Ainaunt:' 595.39 0943493 11:04 Permit No:, P,W93 -0179, Type: WWTER', METER, PERMIT, Parcel: No. ». 325590• -1122 Site: Addre:►Ba. :5010 S i 4 8T Payment Methodti:CHECK Notation:' SrENSON- WI1ITESPA` Init: GLS 1 :* * * * * *** ** *** n�****************** * * * * * * * * * ** * * * * * * * *.�* * * * * * ** ** Paid 10.00 60!0.0 43(5.39 15M Y `/M 15.00 `•, t 95 M 39 ci‘72 -9cA" Aceount Code '000/345.830 :401/3.88.102 401./.2,88'.101 4.011386..520 401 /342.400. 401/34.3.405. Descriptior� :P.LA1 CHECK -.MATER METER WATER CONNECTION. WATER SPECIAL CONNECT MATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON PEE Total (This Payment),: 695:.39 695.39 .00 ,, • ■ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. 431 -3670 Approved pe . • Ieablrankh. +. =_ions required prior to approval. ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be pald.at, 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. �" • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM N0. (206) 431 -3670 Project: y__ t ype o1 inspection: r Fl l (A,\ Address: 5 eb l U G - J I 1 i t' 51- _l `� .Jr Date Called: Special Instructions: P W Ci 3— O 1-15 PU3 CO - 0 !°7 9 "" Date Wanted: am. p.m. Requester. Ftione No.: ( Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: NQKc vCD td(por‘S Comp T n1 0f P y r iij A/L fesiv 1 t Q u�' 57 •• IN 'Tk6 AtAA kl&I 1 6 I' 4 1 F -" ■lr 0"F i Q-4s 7 1 r.� I 1-,PIN 4 r Prt2y vu .N . rhs n e etivi io ( 7- 0A) etP Avro i2 fit)(1.-A1~1 off cTa C144 • IJR. AL ry Inspector: Date: S ❑ $30.00 REIN PECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 SouthcenterBlvd:, Suite 100'_ Cali to schedule reirispection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 %93 02.4' PERMIT NO. 06) 431 -3670 • r, : (A) •Z • ype o ns, : « , • er ress: 5 8 7 0 5. AN :: '1^► : Instruct .ns: Date ant: •: 3 , am..� Requester. 'o Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: D 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspoction.. Dade: (9 [INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southc re #100, Tukwila, WA 98188 PERIIvf N0. (206) 431 -3670' Projefa Type of Inspectinn•CIV tX.I.t e A� z) ¢. ( ,q 'T Date Called: 5_ --q,( Special instructions: de- Date Wanted: //�� 95 0 5 1 Requester: Phone No.. cl R 703 a-- ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' Ct P 4,4C•I wcs l- . Gym r' ��f�r° • ALA- A,R -mss APPA..v' • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 139 Retain a copy with permit c)ZLI 8 —PER IM No., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670. ect: S 0 i.. Type of Inspection: 5 U t..r1 i 7 O Address: 5 i .. 1 (( Date Called: .: •r.1 IlstnK4 ins: Date "ant = .. 'tp , q a m. [ Requester. Phone No.: Approved per applicable codes. COMMENTS: • ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mu t be id at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. • :.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA '98188 PERT Ir N0. , (206) 431 -3670 r e • 5��. Type of inspection 11 �\G��U t'1 Date called: _ GI — 9 Li 1(, Address; 1 l Special Instructions: Date Wanted: _� '1 sm. Requester: r �.ft; Rhone No.: —10 O Approved per applicable codes. Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Special I 1 Type of Ins e bade Wanted: ,13y3 °2= (206) 431 -3670 Requester. Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter 81vd.,Suite 100. CaII to schedule reinspection. Date: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 .:177117MMIMPAM 4dAj: ''s:"* ' . • 5 . / 4- Dt • I :I 11771 in M:tructIons'f' oeto _ A-14-2 7/2.46- 27A 0 16\ Dat e Want ed:3 - /2 - q Requester: Gro, , 0 Approved per applicable es. ps( Corrections required prior to approval. COMMENTS: ' 11■1■111/10 Jfr1kf .0s70/1.- 114•Z 62-K c /431-4-14 0-Ur-) vi G4-.Yreg • Vt " 14 3 7 Gr EI paw REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Fat Flo. X4,8 (206) 431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Air Lam'' F D $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J • W Type of Iropect iA . Add r l Al/ 61 /\ V 5 Date Called: i ?� d, J c9n— IT Sp nsimd ons: Dale Wanted: 1 w f t` (amlp.m. Requeal `�--' Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Air Lam'' F D $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 IV .....,' 77761. nspe n: Tess: : e OM !* ( 44 T UpeilnstNCtlons: Date Wanted: 1 ! _. 1 t l . Requester. L,. . rte:, Phone No.: , ,, Approved per applicable codes. COMMENTS: • ❑ Corrections required prior to approval. ❑ x.00 REINSPECTIONts E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: ..=-- -" -- o o nspe7l�ic on: ix" 63 /6 tso `y Date ✓ _ j Special Instructions: e Wanted: ! > ---ill P.m. Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: nspector: '-Date 0: $30.00'REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No.: Date: . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1"*"' "PEnuj (206) 431 -3670 'ro' 1 ypeo ns.:• . . A i I _h Tess: '" i Q J L1 t k f 1 r I` Special Ins Date Wanted: Requester. �,� el PMne No.: �' --70,' g Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. 0.. $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 • (206) 431 -3670 Prof ed Type of fIspeciion, D-4 dt-A/Vett- ......., .. 1 Ill S T Date CaL : -- 477In struct • . • .,e n t1.— 0...._9_13 m. Request : . _..._.k._. �Mp A.A.A E oved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION EE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. S,. 7� -: i.�•..i.:.�. �. jai'; . INSPECTION RECORD Retain a copy with permit NSP CT'• ` No. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188.9 - „/ 5206) 431 -367 p�3 / YPe o n , n: uG i Lam /! •- ; 4,-e- lteCall -- —. rip 5. /4f-e( S :. (Q r ;7^.e:73 Date Wanted: % e....3_, a p rn. Special Instructions: Requester` Phone No.; 7 z-r? —.45- ;3C- Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: Inspect :f ze -93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: eo • 4 O.C. • EACH MEMBER 1d0 • if 0.C. (2 VOW) ON int. (1 STOf)' SOLE RATE • STUD SRES AS PER PtM R$M JOIST • Flom JOIST SIZES AS PER MAN PROVIDE OLOCIONO AS REQ'D FOR SOLE PtATE N*JUNC 0 /0'010' ANCHOR 9O1.T • 32•0.C. 1901, 2X00" OR 3X8' MUDSLL ONE L.-50 • EA. JOIST WHERE SOfi. UP ON WAIT. LESS TNAN 0', CAN owl' WHERE JOIST TO WAU. 4 • 12''O.C. O Oil • 18"0.C. fir? wfSoit r ON 6A U_; #40 0 t8O.C. OR d°6 • 24'O.C. 040 • 12'01C. OR 15 • 1''O.C, (NORM,) d' FOR ONE VOW k wain <s' 10+O 8' FOR two STORY wr STEM WALLSO' WIGHT 1 P40 CONT 04',WAtLS, OMIT OTHE NIS4:. (x"DM)-. x /4+ CON? 36 UP $ COHC RAO POURED MAW !Kt 4' CRAVEt. nu. R -8 P820 90RO INSULATION 1 ftNG WAL. FOR JOISTS 1 TO WAti/RENNO43 OIL UP TO a' NOWT SENT BY: 5 -19 -94 ;11 :44AM ; FEDERAL WAY DLO-) 2064313665;# 1/ 3 GREAT WESTERN BANX r A Federal Savings Bank 31875 Gateway Cotter Blvd. S. Federal Way, WA 98003 (206) 941- 5522 RECE.N D MAY 19 1994 T ,, , r O .Y C ' LErL ER EVELOPMENT • NUMBER OF PAGES, INCLUDING COVER LETTER: 'I- 3 TELECOPY TO: ATI'N: FAX NUMBER: TELECOPY FROM: "4L G CONFIRMATION PRONE #: (206) 941 -5522 FAX NUMBER: (206) 94 L -5795 NAME OF PERSON TO CONFIRM WITH: SENT BY: Filed for Record at Request of Croat: American Escrow AFTER RECORDING MAIL TO: Narne MICHAEL SPEnCE Address City, State, Zip TUKWILA WA 98168 Escrow number: 9403080 copy ° Ey FEDERAL WAY Statutory Warranty Deed T11E GRANTOR ' SWI INC. , a Washington Corporation 2064313665 'ibis Space Reserved For Recorder's Use: for and in cansidcralion of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in I%Rud paid, conveys and warrants Co" MICHAEL SPENCE AND SHARON HASHIMOTO, husband and wife the following described real estate, situated in the County err KING , SInlc of Wnsldngton: SITE ATTACHED LEGAL DESCRIPTION EXHIBIT "A" AND DY THIS REFERENCE MADE A PART HEREOF'. SUDJEC"T TOs AN EASEMENT FOR SIDE SEWER AFFECTING 'IRE PORTION OF SAID PREMISES STATED HEREIN AND CONTAINING A PROVISION FOR SEARING EQUAL COSTS Or MAINTENANCE. REPAIR OF REC(1VSTRUCTION OF SAID COMMON SEWER SY THE USER, RECORDED UNDER AUDITOR "S FILE 09308170124. Dated thin. 13 By : d.W ► I .... JM4r a WaPhi,r.Eion I3y day of May 13y Dy . LEE STENSON, PRESIDENT STATE OF ..4SUINGTON COUNTY OF,1{ZN,g�_ 155 , 1.994 1 certify that 1 know or have satisfactory evidence that F . LEE STENSON is the person who appeared before me. and saki person acknowledged that he signed t is Instrument, on oath stated that he ie authorized to execute the Instrument and acknowl- edged it as the y.!� ;4?',�jIDENT of N 0,y,,,,I, Ulf :. to be the free nd voluntary act of such party for the uses and pur o es mantloned in this instrumen" is re' .'4- ,. JAN C,E N. PIINNER Notary . Puhlic in and for the State of _WASHINGTON Residing at _ENT My appointment expires: 09/01/94 Dated :.. s �"� .. _... /f� ..__..1�,1,.. _......_.... • 1 5 7 0 0 0 5 9 t.Pll-lo SENT BY:. 5 -19 -94 ;11:45AM.; FEDERAL WAY. DLO-' I.Iil1Ai, 111tH( :1:: l 1''1' I UN THE EAST 65 PItI=T OV ,LOTS 9 AND ACCORDING TO THE PLAT TUE:REOF, INa COUH'TY, WASIIZHGToN ; EXCEPT TILE WEST 11 FEET Or THE 2064313665 ;# 3/ 3 10, BLOCK 10, 11ILLHAN' S OBATTLE GARDEN TRACTS, RBCORDED.IN VOLUHg`11.OF PLATS,PAOE(S) 24, IN NORTH 30 FEET TIIEREOr, (ALSO KNOWN AS PARCEL. D, caw OIL' TUKWILA BOUNDARY LZNW ADJUSTMENT HUMBER Z93- -0015, RECORDED UNDER RECORDING NUHDUR 9306112008, IN KING COUNTY, WASIIIZNOTON. Tat:2MMlr= WITS .AN.EASEMENT FOR INGRESS, EGRESS AND UTILITIES. OVER THE BOUTII :10.00 FEET. AND THE WEST 15.00 FEET OF PARCEL A, CITY OP TUKNZLA BOUNDARY LING ADJUSTMENT 0493- 0015, RECORDED UNDER RECORDINa NUMBER 9306212009, INKING COUNTY, WASHINGTON. .T. TV. r .•..0th.•.. tl'fril7ix City of 'Tukwila Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua I R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. i Plan Review (For official use only) Selected Option is appropriate for this dwelling design, YES [ No (i Option _ may be a better choice. Notes: Approved by: Date: Page 1 of 6 OPT II OPT III OPT IV HVAC AFUE Glazing max: % of floor U -value 2 Door U -value (R- value) OPT VI (.< 2 stales) 0 Z.78 25% 0.50 OPT VII (s 2 stales) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior (R -2.5) (R -2.5) R -38 R -30 R -15 R -10 R -19 R -10 Slab on grade ..: ?. .. ........ n.., ,..:::. .. r :, r..:r...: •:........:... }::.: {aii •:•:':':.i:' {..:.::•T >.r....... .:: >::¢>;:'.;: .::.,. ..:. ir:{::: +: .:r::.•;;. •:' {.' .: {<•�{:i' •: %:i n e ::.:i:..: :: { {:.. :...... ::r.ii' { {::;:• {.; � {:::�:. r... : <•: ri r!.i {.:.�... .:: {: � }: •:: ii::::iii $ tr %T .....:. r....... {:i4: r::: :u::,•::i: }::iii { {: }:? .:r...:.. :... .. r • {..n:.: }{: r.....:.:.... .•:. ..r ... .........':: s>:y: i:..... :•:{ ?;.rv: +: {4 ::wi'•;:;;: J..::v. { +1,;;:::t i5>':.iiy±ii::` Footnote: 1) Tho "z" symbol means more than or equal to;' .s" means Tess than or equal to. 2) Glazing trade -offs may bo made If tho Option U -valuo requirement Isn't exceeded. %>r,.,irr'iY�: f'y +, -�; :r.':Stf::4k`:F.. %i,'n: .r: ;.o''� rj:fr:9 <'r.:fi:: :� }i;:;:• 'rF2 ?iY ::i JUL 6 13 3 PERMIT CENTER WEES/NORAD /APR 8, 1991 INSPECTION APPROVED IMPORTANT: Supply information In the shaded area by checking the Et/ appropriate circles. Disregard topics that don't describe your building or equipment. 110_110aplace checks In the two left columns. "r's•",,‘ --te.5ei • 041:4••CM-••,,f • :6:r • ••••7:.•(4,•.•'•*:•:..•!:•■•:k.%. qfflremonts(IAQG, S. 502.t ........... oundation vents are ctosable. • ... returnair.'pIenur WSEC Foundation phase requirements: Inspected ty• Date Di D EJ .,....4.,1,,;;;,3A-{3%." • • • ; • „1:44,•,stte.z,,,. zxf •A• 1 0 Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). lazlng.e1ti�iericy re 3:(0 tion shali be S. . 00. OPtiOni, UPDATED APRIL 8, 1991 Page 2 of 6 COMPLIANCE REQUIRED CI f=1 INSPECTION APPROVED_ wig El IMPORTANT: Please supply information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. D..a_halplace checks In the two left columns. 4v,4550.,,y444sykv.,404.... ep-we.0.0.;500,4,3:90.;;4014$ $4ftw,?>,;zore*s's:YogAd'Ams,r43>ks2M, 1,rdiTiir----qj/skylights by type (S. 302) See the Washington glazing directo No. Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? o,s-0 / 60 U.,3 Yes* u 3 ct 9 • Single Glazing (No more than 1% of floor area before doub log, S. 602.7.2) Type: No: Area: X2 Type: Untested Glazing (Uso only default U•valuos In Chapter 10, S.502.1.5.1 (4)) No: Area X2 Type: No: Area: Type: No: Area: U Y YYY eeee ssss °°: u YesO e Yes 0 Y U and dividing by the total conditioned fioor area of ..... 7.2 g is value cant exceed the glazing percenlage I�r • .,.•,,$000.100§ iC • .„. ....... 0 ustifie ................ I= CI ujr,-71GlazIng al r le aka g e(S. 502.4.2 (c)) measures shall be met as follows: ID fixed site built: stops with sealant. I:operating site built: weatherstripped with closer CI CI SConcealed Insulation shall be placed: Obehind shower/tub Dbehind partition studs/corner p El 8Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : 0 between Sole plate/subfloors Opartition stud penetrations I:wiring/plumbing/duct register penetrations plight fixture/ flue penetrations El rim joists/mud sills (heated lower floors) El around window and door frames Page 3 of 6 COMPLIANCE REQUIRED INSPECTION APPROVED,/ CI CI CI IMPORTANT: Supply Information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. DS) NOT place checks In the two left columns. 4 . ;4:1149 "."/ c 14. wij O'W:1;4(`'444.R.S.A 1.0ZMA"-WA: 4,0 •:&.A 0 Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g. Mfr./model Fan label CFM(.1W.G.) Kitchen fan 100 CFM w//44 iocici 0 -0 tv 1 e/ ic/) Bathroom fan(1.:_:—...) 50 CFM la. LI)/ 0 -710 AJ r.-..... : e. st 0—`14-r, Bathroom fan( ,.. ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan / 50 CFM c.L. .._ f t . , 4.... / . /1 0 D Whole house tan* 0 • •(choose one) 0 50 CFM (1-2 bedrms) . 80 CFM (3 bedrms) (3A 0A/if , 9 0 100 CFM (4 bedrms) *Whole house fan also serves as house .2 Whole house lan: Locatlon /)14-/U 4-p7I.' Sono rating /(� 1.5 11 atticfan ctosc Ihan 4' 10 oeiling) 0 •$••••i ."" • .:•••• • on(r00••9- ..••••••••• n 0:Whole house lan shall.run cont(nuously: Kitchen rate 25FM: Bath & laundry rate 200FM .•;t Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3. Fresh air shaubeprovided for each dweflingunit as foliows ••••'•.•:•"..• •• • SC9 ;:. roug .. ddss0 flxtures (S. •: • p. d * 10 rated, with no stots or holes in cans1 caulked or seated belween can and ceitin 0 Any UL . „. . • w/ 1/2." cIoaranc 10 cornbustablos, and 3" clearance to insuiatjon. • '• • • • .. . . .. WSEC Framing phase requirements: Inspected by Date Page 4 of 6 �a COMFLIANCE REQUIRED INSPECTION APPROVED •r��.: }..��.',>97� „Y t`�� <:£ +,.1.�;2.,•�,. <�;,3;}.g {ice <a��'.�z ❑ 0 IMPORTANT: Please supply information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. ©Q Exterior slab insulation, if not located on the interior, shall be R -10 (Table 5 -1, 6 -1). z❑s Interior below -grade wall Insulation, only if none on the exterior, shall be R -10 (S. 502.1.4.10) S; Inciiitl rag 'option 0 r: s al insu s:s aUlte c ated without cornpressio (Option IU,:IV, V, VI nsulated<:w :(Optiors; e Insulated without compression 0 (All;optlons) ❑ QSkyiight wall insulation is installed and equivalent to the required wall R- values above. 0 i:r >:;re.ta.r:d elect.one: o' ers shall be installed toward thew a >as r walls, and appropnat gs, J1 exterior glue * Poly (� 4 MI ;:plastic (z 4 N111) Face stapled, backer required where ventllaUon space averages eatapl:ed backed Batts <: p<Poly plastf tlon: arm surfac 6:::0016 g ;s.ystem efft 1. ncy 'ump efficiency shall `'lit s stem >o Ingfe package,! air source . J;at:e;rsol;rce h;:eat >pumpC ground source heat pump 1 rce o f aI..r'f ;u: ;rnac:e At :........ tions.::1, ;omt'ust`'lorr: he s s:t;e:m<o`i ce sate )e met ••• c atpump resarlte al ow. : ulrements shati be met following compliance) resented: Furnace and heat pump Options may be change before July 1, 1991 d '1'50 %h f<DHI Kce.e.ds: ' WSEC Insulation phase requirements: Inspected by: ❑ ❑ ❑. ❑ ❑ ❑ Page nv.ela'” • 0 suiate" oompressic . 25 Q °11ons ;support :insulated wtthout compsession' 38 � :(Optlo :n" All option COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: .110 NOT place checks in the two left columns. oYia•:c'r�GS1�G,jo�6���Y chp�� �.zri;xz D 0 Exposed foam insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. El ED Airflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) El CLoosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ Z30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ Q6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall D JClearances shall rneet listed minimums between insulation and (S.502.1.4.2): of chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. D 03 Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) D GO All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). D s Service hot & cold water piping shall be insulated to R -3(S. 503.11) ❑ o Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ Heat pump thermostat shall have progamable capability (S. 503.8.3.5) ❑ QTherm Thermostat t provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). ❑ ED Readily accessible, automatic or Manual means provided to restrict or shut -off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). ❑ IgjControls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)). D MI Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). ❑ cti Mechanical ventilation ducts shall have insulation Z R -4 in unconditioned spaces (S. 302.5) ❑ 7 Mechanical supply ducts in conditioned spaces shall have Z R -4 insulation (S.. 302.5) ❑ a Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). D Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). D EHVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) El 1 Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature settings 120 F. D ]Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ gSwimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ IDAII fireplaces (S. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. ❑ DSolld fuel burning appliance(s) (S. 402.2) shall have: ❑ Tight fitting glass or metal doors ❑ Outside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. D Radon monitor shall be supplied to the building (S. 302.2), WSEC Final phase requirements: Inspected by' Date J Page 6 of 6 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHF_ET -- SUBJECT TO CRIMINAL PROSECUTION. SEPARKIE PERMIT FOR: Z+ MECHANICAL ELECTRICAL i (PLUMBING GAAS PIPING cmy OF TUKWILA WILDING DIVISION RIGHT ELEV. 1/8" REAR ELEV. 1/8" CH /Pv rJ y Ica 8e —L2" Aeo' e APS.r y goo, i v' -lD EL LEFT ELEV. 1/8" z FILE COPY 0 - _J W 1 understand that t::3 Flan c o :. . subject to errors c 'J c r cr Mi of CC ;O. pans does not authorize tho violation of any adopted code or ordinance. Receipt of contractor i .Ay of approved =CJ �� )c 4-'' Co 2NE2 fe "E,xp., L_ap Secm.fo Qp7. ?_x S" BA,.ro • G11'Y of 1 IC Kwii APPROVED S E P 1993 ,11/9'�{�9 f/ TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUL 6 1993 *CONTRACTOR NOTE -- All Dimensions Shall Be Checked And Verified Prior To Construction. IIJI'1!1111111! III (I1I1il1j111!Ili!IIIIIIiIl/lJ1l LP!.kfal{. ;•II(l iIIIlIIII 11191111 lir 1111,1111111111111111111011 f 1LI I ) t8THSINCH 1 2 OW3 ' 4 5 6 7 • ( - NOTE. If the microfilmed document is less clear than this ( • i notice, it is due to the quality of the original document. I 1 9 IiIIiIII1lilll111 111IIII1I1i111111I1111111III 10 11 NADE M GER)4A Y 12. 1 ......_,.......,...........,_ I.....,- .4-' �� )c 4-'' Co 2NE2 fe "E,xp., L_ap Secm.fo Qp7. ?_x S" BA,.ro • G11'Y of 1 IC Kwii APPROVED S E P 1993 ,11/9'�{�9 f/ TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUL 6 1993 *CONTRACTOR NOTE -- All Dimensions Shall Be Checked And Verified Prior To Construction. IIJI'1!1111111! III (I1I1il1j111!Ili!IIIIIIiIl/lJ1l LP!.kfal{. ;•II(l iIIIlIIII 11191111 lir 1111,1111111111111111111011 f 1LI I ) t8THSINCH 1 2 OW3 ' 4 5 6 7 • ( - NOTE. If the microfilmed document is less clear than this ( • i notice, it is due to the quality of the original document. I 1 9 IiIIiIII1lilll111 111IIII1I1i111111I1111111III 10 11 NADE M GER)4A Y 12. 1 • , •, CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 241-(>11 60° 5-M•■/% WALL 67X /2" r-r& (col-0" 3(01- 0 " . kr E3A-r)-4 Cat".1 0 ssi4Z 6" STEN% WALA, 8x. / " Fro L J OP • \-4 . i •4 ..:' • . - . , r 1.._ 1 1 1._ r Zrt /0" Q 0 C. 0 •• 6-rs •Cv COiN1 C. '51.-,45 EAR-rki e,rowAkeD cloorg.. 0 1— (/) 0 cr 0 z 0 w L.L. cc c:P" p itvZr" /F071.16V.5 1V. ALC. r-:::: -1 ,./"$-ram WALL .4x0Z" 0 h 6.7-5^A WALL x/60"Pr6). 1— 1- w 0 UJ 1 1- w w CO (1) (r) 1 H IL 0 0 0 0 cc w a. cc -1.6?‹/Z.". lz" .b14.oxo DE eX Z.TAIE CITY OF TUKWILA APPROVED - SEP E 1993 • AF1 0., 4 # r.-).W/A167 _ 8,</ Co' Sc_Ag...E.Afer) Fp," W....07-s .7. Lc E As S-1-lowAr 7 01, st- io" T5,-0" D SION e 611 1o - N:77 5 `51 1475 Fgrx P IC AL F RECEIVED CITY OF TuKwitA JUL 8 1993 PERMIT CENTER L.cowa Ft IF- I_ Ft / IF- ED IN1 L...eat. NS 1 /4 " COPYRIGHT©__ I s'n PLAN NUMBER E-031092 *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 'BRUNING 40.22 • • • • •' • • • • 111/111111111111111111111111111111111111i111111111114111,1 0 18 THS INCH 2 1/..W3 • nP 6Z 8G Z.Z 9Z GZ 17Z EZ Zz ',.-14'.';',‘;14k,-; ,-, -4,4% !f**',, '", . ,;,, ,,,,e, .2, •,.,,,,r I . .4-..&, . -....: ..'0,.,:&, :%`■.:'''''''...R-. I-474 I iiritilitil4 friliii lit IIIIIIIIIIIIIIIIITI -I- =. e) / , NOIT ___ : If the microfilmed document is less clear notice, it is due to the quality of the priginal L? (-17 111111 111144.1.11 8 than this document. 111 1- 11• • 1 • 11 1 .. • 1 1 1 1 11 ' 11111 1 11M 10 11 MIDE IN GERMAY 12 11 1 1 1 11 1 1 1 Y CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. IO,_3'/ " t=Y"" �^tfici 5 °G,°-%$ MEBDRM RAGS._. _ . 11► ao .3 *vow ay 005700402 z, Aim 6 FM D , op6y opegAtate taampeet. -4 ;47 3r LIVING.. z 0 I- D C.) cn 0 a. z w cc 0 0 0 co 1- t- 0 w w 1 1 w w CO 1 cJ.- 0 0 }-- 0 0 cr w P1G „ Hog JUL 6 9i3 PERMIT CENTER /S54- .Seg. Pr _.t)7471. Pr co *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. BRUNING 40.22 was t u ri• t n 1.11111 I 1 l l; l l 11111/111/ f L.I;I 11l f lI,1111111111 9 I 1 p I 111 MADEINGERMANY 12. (9JI�I�lili �II�(111� I�'hE It(�f�I�III�I 11111 rpm 'r,tl 'Il1II '�3 4 5 6 '7 ( $ O 18 THS INCH ! r NOTE: If the microfilmed document is less clear than this ' • nntira_ it is A,.n in ti,e ni.alir,. r.f Alk CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBIJECT TO CRIMINAL PROSECUTION. Mt' ID ?RJSSE ? Z411 O . C. Z 0 U w O Ii 0 } Z 0 w w M me. /4ALP - Mosses zek o. c. O O F= IP L., 1 /4V' CITY OF TUKWILA APPROVED SEP 1993 9'11' DING Di !SION /\kir : AU- F'',-r'cNa.S : <0 : l2 0 U 0 w CO CO w 1 F- w w co 1 1-- LE. 0 Z 0 1- 0 0 G cr a_ w 7 5 ; N :'TE5 - A /RvssES A y M? 6 . 17-At tp 0 5e Z i -r .-x -e' [raRAcaD to MFG- "1/07" Fiat-C) AL-, ?C.t WrrHo T Fkiorz. St.,nU OEpr AppRovA'.- Q- c,;e . CAL s. • $HALL I-4AVE De-6/6N r .-r..4/4.5 rvtAirvivsla, 5 Ohl 1T E. Fofz. iNSpEcrie,Ar. . • Au- 4 1-1aAt 4c" . F- I • -� • Filtov rDe 5 E, i z7 :- acs(rnI6 .oveg. 5u, c 7 RECEIVED CITY OF TUKWIL.A_ JUL b1993 =- PERMIT CENTER COPYRIGHTO. _ 19- 2. _C. *CONTRACTOR NOTE — All Dirnensions Shall Be Checked And Verified Prior To Construction. BRUNING 4042 PLAN NUMBER E-031092 • l(I'I III(IfIi III( III( III( ICI( IIIIIII(I�I(IEIiJl..jIIIlLI�(�� I 1 0 16THSINCH 1 2 n%3 4 5 6 NOTE: If the microfilmed document is less clear than this nr�l�4 nn 4a- 4e -2 . ( Ili!- 11 111 111'1 1111l1'1,(1IIILIill11liil -(�I 9 ` 10 11 MMEINGEpU4HY 12, • CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. - Compo.s 7io,J ROOP: Focr _ 12.11 Cox FLyi-le-A-r)4)/ 6, (CDX Ovex E)(poseD SoPi-rs) TRUSSES Z.4". 0.c. 41% iroolatArtirlierstitil Airbobr. rArt AliiiftettaiatittlAtottul, Ats, br id ilt Orfila PlleitattAr e." riptoirtellOtbiphoadriFfeditio■;11 ikkIlatalatintlingiat 0 (W1OUT 1 unxion11/1111111911Wompttem IIMJIMMINILIANIFILOMMINLIIIV1114101fiettrailMOHNEUM .r)x 1:Ly 5HEA-7-4m4en, Tyver< ILlousa 57-Lio5 2,11-11 _ ESAcr-r OFT. Z.)4 8, ia F- LU CITY a TUKWILA APPROVED --71127- N arE 5aE. • S 5-HET:, 4 Foof..1 Pc-,4"/ "orc 1.2oC/A770A/51 Spzci p/c-orr/oNs t:›a-rAli.s PLAN NUMBER E-031092 *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. BRUN ING 40.22 - - - 0 16 INS INCH • • '..,'•-•,,, • • , 4 • •••,• • ,•,.';'• ■•"•••••' .,.-7...;,,>.''',...t:-S5',.4-..,.;,;."1:',.•'"77.':-.•e-%. .,.!.,..'.;,,,.',.t.;.4^...-'0,c...'.,.. 1111111111111111111IIIIIIIIII111.111111111-11414t74.1 • 2 f'3 ' 4 r, NOTE: ( • i notice. . . . ..,,,• ..„,, ..... . .. -,.;;,,f,Ji,',F.-0:2,,',4,:i.,',T.E,7',7,-....i.,..,., .. • • ...,... , . • ...,.....,:...,,,:,,t-,;',.,7,..n'-.J-v,i,.'.....f...!-?;4< ' ''-- ....';.::-. .. ...,„ . .. . ... , ... ,. . ... , 11111111111 ,1 119111i - 1111.. 1.1111.1•1.111111•11111111111111 ,114414111 '4,.,111 1111111111iiiiiiiwpoliiiiiiti 5 6 7 g... __ 1 i. 14ADE IN GERW441 12'. .i..".!..,....,,,,4:,.....;,-.....,...-...,,...;:,-,,,.... -.A.,ii-,,,..:. .•..- . 9 .1 10 If the microfilmed document ia less clear than this .) it is due to the nuality nf the 4.11rivinni Anraiman.e... WWII SSW* IRS. ASSOINVIS ALL MAL P KTS TO MATERIAL ON THIS WE T -- SUOMI TO OPROI 4AL P6OSSCUTIM. 2x4 STUDS 6 IV OC. 16dm8'O.C. 10d • 4' O.C. @d o 4' oz. MA)( ttb-IER1c BRICK vEN. • PROVIDE 4' LIP 6' UNDER JOIST RIM JOIST /7--- 3/4' Tito PLY. SHT. OR OJ°►B. R -19 INS. FLOCK JOIST PER PLAN 2 - 04 CONT. REBAF� 5/6'DIA.x10 °A.L°.S. *4' MAX. O.G. d WITHIN 12' OF CORNER. UNO IA/ 2x40 P.T. MUD FULL 2 - '4 CONT. REBAR --A MIL. V1SOUEEN VAPOR BARRIER 12° CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST TO EARTH 2x6' P.T. MUDSILL 2 - °4 CONT. MBAR .6 MIL. VISOlt.1EEN VAPOR BARRIER 4' CONC. SLAB OVER 4' GRAVEL FILL 2 • e4 CONT. 3' DOWN THEI" iAL BREAK 4' CONC. SLAB OvER 4° GRAVEL FILL 04 GONT. REBAR P STEM 4'FT& NOT MONOLITHIC U ++4 DIA. ( ) ISESAR 0 48' O. 04 CONT. PRESAR • 32° O.C. (VERT.) 2 - °4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x I0° A. PLATES * SHEAR WALL OVER 2' WIDE 2 °4 CONT. REBAR TOP 4 BOTTOM ONE STORY' FOUNDATION DATION TIC. E3ASEMENT SLAB ATTIC VENTILATION 1/150 OR I/30 OF S'P'ACE - SEE PLANS II All Alk r'IoI'zs� SIMPSON H2.6 HURRICANE TIES (TYP.) OR d • 6' O.C. FLOOR JOIST DBL. JOIST LEDGER II: OR RA1L01(1 2x12 STRINGERS ATTIC INSULATION R -3S ELEC. RESIST. R -30 GAS (TI -ERMAX 1N$UL. W/ EC UIV. R -VALUE TO BE USED IN ATTICS !LJ7r4ERE CLEARANCE NOT AVAIL. FOR BATT.) 1t2' GUS (TYP.) DBL. TOP PLATE 014. PER PLAN 3/4' T461 P si's'. SHTG. f GLUE 4 NAILING (100 a 6° O .C. EDGES 4 E+LOCKINfs, 10' OC. FIELD - TYP) ID. 32/16 R -13 BATT INS. W/ VB. EXT. WARM WALLS - 2x�+ STUDS * 16' O.C. OVER F2 -PS BATT N. W/ VAPOR BARRIER 1/2' CDX PLYWOOD ( SEE PLAN FOR NAILING 4 SIDING) • 2x iSOTTOM PLATE 2x RIM JOIST —KICK Pt.ATE FLOOR JOIST CLOSET OR STORAGE € OW STAIR--- MAIN 1-1..00R LINE 41010.101.410%"-t. 4 !. } is L r I R -11 BATT SUPPORT BEAM PER PLAN - 2x6' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) FLOOR JOIST PER PLAN .NOTES: 1. PI4G' 1AL :. ONLY L PER U -. 511( 4x6' SUPPORT POST '50 FELT 1/2' DIA. x 3' DRIFT PIN —GRADE • . 2. NTER1OR - r.. ` -5 TO C5E 2x4 C.ONSTRJC / TYPICAL EXCEPT • PLUM 4,ARAGE SEPARATION STAIR SECTION TYR WALL _ECTIO DAU o;o V CONC. RIEPR -PER PLAN (OR PB POST ANCHOR) ---JPs MIL. V13CaUEEM RECEIVED . CITY OF TUKWI�A PERMIT CENTER I i 'Fr � if IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' 111111111,111111-1141111 I I 1 I 11111411 1.Ir1111l1'111r11'11111111 4.1r 1 all 0 16 THS INCH 1 2 i 13 5 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 4141111111 1111111111.1111111111111111111111111 9 10 11 MADE INOERI4 NI 12, • 4 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION, NAILING: TABLE NO 25 -Q-- NAILING SCHEDULE CONNECTION ?MONO, 1. juisC tc till ear girder. avast, 3•1k1 2. Bridging to iuiat, toenail exit end • 2.4 3. 1' a 6' eubiloor of less to cub joist. fxe rant 244 4. Wider than t' a 6' subfioor to each joist, fxe nail 3.14 5. E subfltwt to joist or ghetto blind and :set nail 2.16d 6. Sole piste to joist or blocking, face nail 16d at 16° o.c. .�- 7, Top pi.Ct to stud. end nail 2.164 1. Stud to sok elate 44. toenail or 2.16d. end nail 9. Double studs. face nail 16d st 24° o.c. EQ. Dua*bled top plates, fact trail 16d at 16" o.e. 11. Top plates, laps and Intersections, face nail 2.164 12. Caminito': header, two pleats 16d at 16' o.c. aloe' each edge 13. Ceiling joists to plate, toenail . 344 14. Continuous header to stud. toenail 444 15. Ceiling joists, laps over partitions. feu nail 3.16d _ 3.164 16. Ceiling joists b parallel rafters: fax nail 17. Rafter so plate. toenail _...__. 3.84 11. II' brace to each std sad plate, face nail 2•I4 19. l' a C sheathins or less to each besting. fees nail 244 20. Wider than 1' x 1' sheathing to each bearing. fate nail 344 21. Built-tap coiner studs 16d at 24' o.c. 22. Built -up sinter and beams and st 32' o.e. at cep and bosom and ata'3aod 2 -20d at eats std as each spike amounlOM +wo w 23. 2° planks 2-16d at each tearing 24. Plywood and patrildeboard:s Subtlooc roof and wall sheathing (to framing): ur std ten 6d2 1!432" -314' 143 WOW 7 /e•i° 1d: ' ib .UM' . Combination Sthlietor •urderlaytnertt (to fratningt: 3/a' and less 1043 or lid+ 6da Tn•,r fed+ Jur.Iw/e std) or 8d+ 23. Panel Siding (to teaming): woe leu 64• Ur *4' 26. FlberboardSbesthing:t ire No. 11 'Es 6d3 No. 16 gs.• 23133 • Nu. 11 ga.' ED No. 16 ga.• Common or box Hells mey be used except where otherwise stated. 3Commen to defoermd shank. )Common. 4Defatmed shank. 'Nails spaced as 6 inches on center at edges. 12 inches at intermediate supptens except 6 inches at 311 supports where spans are 46 inches or more. For nailing III plywood anti panielebnerd diaphragms and shear watts, refit to Section 2313 let. Mad% few wall sheathing may be common. box or easing. 4Conosion- resistant sitting or casing nails conforming to the requirements ui Section 2.516 (j)1. es". spaced 3 Esc-bes oat =au at externs( edges and Es inches n.' center at itttennediate supports. 'Cuero:ion- resistant rooting nails with i /ta•isich slianseter head and l'I itch kngth Iit I /2- 'catch sheathing and 1)/4•axh length lttr 23 /12•itu:h sheathing enntitrruntt to the requirements of Section 2516 0) jl 1. 'Corrosion-resistant staples with nominal r /,6•inch crown and 1' /a•irr;h kreth for'/..in h sheathing and 1'frinch length far •3 /t2 -Inch sheathing contormsng to the serpssremente r.t Section 25161j) t. INd IJ Cry C . . ib r wom c "- PCOPO 0 10 I- VII -- 1-eiMA126,=-C/0 10 CW4-I Gik r LJ C c.c.- 609..� �7 p ' p.�,r� .,r co. tt/Yr 1"IG� ;,�t i % f"W c1 tom' 1 i -- Paz tom- I4 . MECHANICAL: • 19T.1i3 rurit, nURNTNG AP1' UCANC,Tr5 Solid fuel burning appliances include air -tight stoves, fireplace stoves, room healers/fireplace stoves, factory-built fireplaces, and fireplace inserts. Unless otherwise adopted by King County, all solid fuel burning appliances shall comply•with the provisions of St::on 501. UMC HEATING Each dwelling unit shall be provided with heating facilities capable of maintaining 70'F at a point 3' above the floor in all habitable rooms when the outside temperature is Witt forth in Section 304 WSEC. Section 1211, UBC a. Fuel burnin3 equipment located within the 'building envelope ( constructed under the WSEC) shall obtain combustion air from outdoors, meeting the provisions of Section 607, UMC NOTE BUILDING ENVELOPE. The elements of a building which enclose conditioned spaces through which thermal caeca may be transferred to or from the exterior. Section 202, WSEC b. Fuel burning equipment {oared outside the building envelope shalt meet the provisions of Section 601, UMC. c. Ductwork, location and source of combustion air, references Section 602, 603, 604, 606 All warm-air furnace shall be listed and labeled by an approved agency and installed to listed specifications, Section 504, UMC Appliances intended for installation in dose% alcoves or oonOned spaces shall be so listed. Section 344, UMC No warm -air furnace shall be installed in a room used or designed to be used as a bedroom, bathroom, doset or in any enclosed span with access only through such room or space, except direct vent furnaces, enclosed furnaces and ele Erie heating furnaces. Section 704. UMC No warm -air furnace shah be installed in a closet or alcove less than 12° wider than the furnace or furnaces installed therein with a minimum dear working space lets than 3° along the sides, back and top of the furnace. Section 704, UMC Liquefied petroleum gas-burning appliances shall not be installed in a pit, basement, or similar location where heavier-than-air gas might collect. Appliances so fueled shall not be installed in an above -grade underfloor space or basement unless such location is provided with an approved means for removal of unburned gas. Section 504, UMC (Approval must be granted by the Building Official.) Heating and cooling equipment located in a garage and which generates a glow, spark or Dame capable of igniting flammable vapors shall be installed with the pilots and burners or /seating element and switches at least 18° above the floor level. Section 508, UMC Fire dampen need not be installed in air ducts passing through the wall, floor, or ceiling separating a residence (Group R, Division 3 cecupancy) from a garage (Group M, Division 1 occupancy) provided such ducts within the garage .are constructed of steel having a thickness not less than 0.019 inch (No.26 getvani ed sheet gauge) and have no opening into the garage. Section 303(4), UDC Warm -air furnace installatioca in sluice oc is owl 1paces shall comply with Section 703 and 109. UMC Every apprwnee (dryer, range, etc.) designed to be vented shall be oonnected to a ventingtystem complying with Section; 901,902, and Tables 9 -A and 9•D, UMC. EYCry factory -built chimney,'Tj'p Lvcnt,Tjpe B gas vent or Type LEV gisvent shalt be installed in accordance with the terms of its listing. manufacturer's instructions and the applicable pm/Axiom of Chapter 9. UMC. A 7Ex B or BW pa vast shall tannina.te not km than 1' atom rise tvo( thrcueji which a patace not !es: than 4' from any portion of the buileeng which extends at an angle of more than 45 degrees upwards from Etc horizontal not lets than %hewn in Figure 1, UMC, unto: TistedStated °therwiu. Section 906(4 UMC A'1 L venting system steal! temrinate not less than 2' above the roof through which it sasses nor lass than 4' from sty por:•r..n of the building which extends at an angle or more than 45 degrees upward from the horizontal unless listed/mated otherwise. Section 906(e), UMC. Vent connectors shall be irutalled within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a mariner u to maintain the clearance to combustibles per Table No.5 -C, UMC Dt7CTWo.a a7 Duct systems shall b eof f twat asset forth in Tables tees. 10•A,1013, and 10-C er teccry-msde air ducts cantplyuts with UMC Standard Ha 10.1 UMC b. Jointsandst: ainsehallbesubatentiattyairtight ,Section 1032(4 Tabz No. 10 A (ectaangudar dt1r14) and Table No 103 (flat, oral, and round duets). UMC c lrst&Siatlors dews shal0 tzxrtpty with Sestioa 1W1, UMC d. Dun irsube,loto dt2 be braked its accordant,:~ eNds WSr. Tabk 4.16. °CONTRACTOR NOTE -A- M Dimensions She!! Be Checked And Verified Prior To Construction. owieen ur. en 3j EasESSEEEEEYEEERESEETiEEE . f esEee W t :e � f f� :x SrA +C"y}t4s Tea' rw t i 1 .r,. EfG'SE f.. z r � Y GENERAL: • 1 ° VILOTS, BURIiESIS / 13FATING ELEMENTS & SWITCHES OF THE FURNACE MD WATER HEATERS SHOULD BE A mama of 18" ABOVE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST VEHICULAR COLLIS /03. PER U.B.C• SECTION 508. EXIT DOORS SHALL BE OPERABLE FROM TIZ INSIDE WITH A NIGHT LATCH, DEADBOLT, OR SECURITY CHAIN MOUNTED AT A. HEIGHT 07 48 " MAXIM= ABOVE FINISa FLOOR. SECTION 3304(C)U.B.C. `�-/ 0 CON ALL WOOD IN TACT WITH CONCRETE OR MASONRY SHOULD BE PI1ESSURE TREATED WOOD AND BRANDED BY AN APPROVED AGENCY. SECTION 2516(C)3. 4. TF LIVING ROOK CEILING IS 24" ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SHORE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT PER SECTION 1210 U.B.C. 6. RECESSED LIGHTING FIXTURES SHOULD BE 1. C . RATED AND ENCLOSURE LINED WITH A 1/2" G.W.B. TAPE AND FINISH. SECTION 502.4.4. ALL DUCTS, PLENUMS, AND ENCLOSURES THROUGH OR ALONG UNHEATED SPACES .(INCLUDING THOSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. DRYER MOISTURE EXHAUST DUCT SHOULD NOT EXCEED A TOTAL COMBINED HORIZONTAL MD VERTICAL EFFECTIVE LENGTH OF 14'0 MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. Ali OUTSIDE SOURCE OF COMBUSTION AIR SHOULD BE 'PROVIDED WITH A DUCT OF 6 SQUARE INCHES MIN/MUM AREA AND READILY OPERABLE DAY2ER AS PER SECTION 401 OF THE WASHINGTON STATE VENTILATION CODE. . WATER HEATERS LOCATED IN TEE GARAGE OR UNHEATED FLUOR ARE TO BE INSTALLED ON INCOMPRESSIBLE INSULATION. As PER SECTION 504 -2.1 or TEE WASHINGTON STATE 'VENTILATION CODE. Q HOT AND COLD WATER HEATER PIPES IN THE GARAGE SHOULD BE INSULATED WITIi MINIMUM R-3 INSULATION WITH A ELdt.HE SPREAD 07 25 OR LESS AS PER U.B.C. SECTION 1713. TEE SHOVER SURROUNDS ARE TO BE A SMOOTH, )WARD AND NON- ?aBSOI2B. IT SURFACE NOT LESS THAN 706 ABOVE THE DRAIN INLET AS PER U.B.C. SECTION 510(a) . GYPSUM NALL BOARD BA ING USED FOR TUB OR SHOWER ENCLOSURES SHOULD Ell Ot a WATER RESISTANT MATERIAL . DO NOT Bi1STALL OVER VAPOR BARRIER ON WALLS OR ' 023 TEE CZILI2tG AS PER i1. B. C . SECTION 4712. ,J. .. a� _..� Vii- ..� :�•Ji 1 �111�►( 1�111�111�111�III �i111111�111� IIiII!I��l�� :!1�.�(l�'��J tiI 1JJ IJIJI� Ilr II1, 'IJ1I J�IIJI�I�I�i 11111 `IJ IJI .lJ.j- 1L4Iji 3 4 s 6 7 8 0 16 THS INCH 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the (original document. AIR DUCTS PASSING THROUGH GARAGE WALLS, FLOOR OR CEILING ARE TO BE NO . 26 GALVANIZED STEEL WITH NO OPENINGS INTO THE GARAGE . LANDINGS OUTSIDE TO BE NO MORE THAN 1 " BELOW TEE THRESHOLD. INTERMEDIATE RAILS TO BE NO 140RE THAN 4 • APART . PER U.E.C. 1712(A), 3306. STAIR HAITDEAIL AND HANDGRIPS ARE TO HAVE 1 1/2 " To 2 " CROSS SECTIONALS AND RETURN TO WAT.L. (CONTINUOUS) 5 /8" TYPE "X" G.W.B. UNDER au STAIR WELLS AND DOUBLE LAXER IF STRINGER SPACING IS MORE THAN 16" 0.c. AS PER SECTION 3306(x) IF WATER HEATER IS OVER 4'0" IN HEIGHT AND HAS A NON RIGID WATER• CONNECTION, TEEN IT IS TO BE ANCHORED AND STRAPPED TO RESIST EARTHQUAKE MOTION. SECTION 504(B) U C. WINDOW MANUFACTURER TO PROVIDE PORT HOLES IN EACH WINDOW IN EACH HABITABLE ROOM. FOUNDATION: GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIH JOIST . CONCRETE PIER PADS SHOULD PROJZCT AT LEAST 8 • ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED AS PER SECTION 2516 (C) 4 . ROOF: ATTIC VENfTILATION AS PM 3205 (B,c). SEE VENTILATION CALCULATIONS PROVIDED. VENT OPENINGS SHALL BE COVERED EITE CORROSION RESISTANT WIRE KESE WITH OPENINGS OF 1/4 SQUARE INCH DIMENSION. c'1 ROOF VALLEYS TO HAVE, 2 6 + GAUGE GALVANIZED FL'ano NG AS PER SECTION 1707 (s) . SHINGLE NAILS SHALL BE GALVANIZED STAINLESS STEEL OR aztatrocat . Ct4oSITlox nor FAS...NEF.S AS PER TABLE 32.s.2 ATTIC ACCESS DOOR TO aavz R- 30 INStJLAT:ON NXWI` 't AND WEATHER STRIPPED AS i".re.. SECT: 0.2. 502.1.4.4 WITH HARDt?sRE TO PROVIDE TIGHT C:LOSt . C:J TRUSSES TO BE DES /GEED AND STAMPED BY A WASHINGTON STATE STRUCTUBfAL ZNt2INE1`R. CALCULATIONS ARE TO BE SUBMITTED P02t CODE C0 PLIANC^ PRIOR TO man. CAT ION ' OR PERMIT ISSUANCE. TRUSSES TO BE HANDFACTtJA.ED IN A PLANT THAT IS APPROVED TINDZR THE RE QUIREMT S OF SECTION 306 ( G ) . • EACE TRUSS SEALL BEAR QUALITY CONTTROI. STAN, SECTION 2510 (F) , As nu As MENUFAC URED PLANT NAME AND ADDRESS,' DESIGN LOAD AND HAXIHUM • SPACING. U.B.C. STANDARDS 25-17. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS or RAPTERS , JAcZ OR HIP TO THE HAIN GIRDER TRUSS. TRUSS HANUPACTDRZR TO PROVIDE TYPE. NONBEARING WALZs SHOULD BE HELD DOWN FROM TEE TRUSS TO BOTTOM CHORD WITH AN APPROVED FASO TO ENSURE 'L7tUSS BOTTOM CHORD WILL NOT BEAR ON NON -- BEARING WALL . ROOF TO BE ANGSORED TO RESIST NET . 'WIND •DPLI?T LOADS. USE SI24PSON 'H' ANCHORS OR EQUIVALENT TRUSSES WILL NOT BE FIELD AS.TERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ZNGT_NEERING CALCULr1TIONS U w O cc fl. z 0 J w Er LL 0 Q U 0 TRUSSES SHALL . HAVE DETAIILS AND DRAWINGS ON FIELD INSPECTION . SITE FOR 0 w PROVIDE SCREZNED BLOCKING OVER SUPPORTS . SHADED AREAS a: FRAME °VMS WITH 2 x 6 RAFTERS AT 24* OC UNLESS OTEERWISE NOTED . SECTIONS: (1) w 11 J J co 1. ALL EXPOSED INSUL.ATIOH MATERIALS I22CLUD i iG FACING SUCH AS VAPOR AARRXZRS OR BREATHER PAPER SEOULD HAVE man SPREAD / SM0F5 DEVZLOPED BATI24G SHOWN ON 25/450 OR LESS . SECTION 1713 (C) . ill w co (!2 0 0 0 CC 1-- LL z 1-� 1cc SHEET S2 OAR RECEIVED CITY OF TUKWILA JUL 6 933 PERMIT CENTER COPYRIGHT© 111.14401111H111 1111111111111101111111111U1 9 10 11 MADE IN GERMANY 12 t DIEN6U11A tu... ROWETPD.EIW o TES VW- TO PROSECUTION. cagNEA 'NOT S" i t. CRAW. SPACE VENTILATION, MINA NET AREA, 16Q. FT. FOR EACH B® SQ PT. OP FLOM AREA. OPENINGS '0 BE PLACED A6 CLOW TO CORED* A6 PRACTICAL AN? NULL 0141066 'we4TIL,ATiGN 011 AT LEAST 'MO Of Pr,SETLE60ES. UDC SEC. 3S16C6. _. O M. SPAtME. IJNJ *ERUCTED ACCESS. t*4 56'x24': SEC. 2,1642. S.' ATTIC 'VENTILATION, IMO OP ATTIC AREA OR I/3041) R I/2 16 IN SOFFIT AND 1/2 10 3' ABOVE PATE LIP* i,EBG PAC. 32011 C. , 4. ATTIC ACCESS Mm! 92'x30' WITH Mbl 815' REA4DROOTI, LEIEEW *iCTED, P lEAP LY ACCIreSIFJL.LL SPEC. 32064 uCC. . • E. IN SECalS NOT PROVIDED WITH AN OPERABLE %E DOW OF LE 6GiFT. OR GREATER, A MECHANICAL VIENTILATIGN 61110111, CAPABLE OF PROVIDING Pt► AR CILANEE` 6 PER 14CUN. WALL BE PROVIDED. ES. WO. 1 6. i Van MIME BATH PAP,, tiND RAEGESEOVENS TO TWE OUTSIDE. 41, SA A1, 36 IAPID HOUSE': OCCUIPA••RC�Ap �SqAEA.PARATION MN.1 NPi TAPED AALD FIN161JED. SECTIGN SOS C 4 AND TABLE p-i; UISC. AND BUPEORT6,TO 13E I RR. (6/6• TYPE 'X' OR EQUAL A TILE R ii MR SHALL BE 6' ABOVE PINId 44 PLOOPse 1118TH IUATE R RE6I6TANT I !L ROAM IN EVENT SLLEPINO PlOO 9 I;lidALL.ANAVE A MNIPIAM NET CLEAR OPENING OF 61 &Q. PT. THE MIN NET CLEAR OPENING maw 1T' Dil1ENSION WALL BE 24' MIN. NET CLEAR OPINING WITH OPEINNEN CP UP'. BOTTOM AP OPENING WALL NOT 103E MORE THAN 44' ABOVE FLOOR I PB. PIP r4C` �E CODE COMPLIANCE ma USG, CI4AP7E* 316, AAtO LOC AL t9UiLooe; O*PT. ALSO PIESAIS AS PER SEC. Slat. E REARM EXTIIEI IONS HEARti;TII *WALL (EXTEND AT LEAST 16' PROM THE FRONT OP, AND AT LEAST $, !BEYOND, E.4Cw 6!E'2E OP THE PIPE PLACE OPENING. W1-ERE THE FIREPLACE OPENING it 6 SQ. FT. OR LARGER, THE iIEAARTW EXTENSION *N ALL EXTEND AT LEAST 20' N FRONT OP, AND AT LEAST E' !RI'P'ON,, EACH sox OP TRW P1REPLACE OPENING. CONC. OM MASONRY MUST NOT BE ' ON WOCED PRATING. F} f n; r, I?. AP'49LICATICN A940 N ISTALLATION OF PNSL.ATIUP AND VA�GR BARRIERS L COMPLY VAIN Mg STATE TONEt Y COM. Et GLAZING IN COMPLIANCE WIN SEC. ffi406, i STANDARD NO. 194 -2 AND TOPE STATE LAW.. EXCEPTIONS APEE AS OUTLINED IN SEC. 134c, UDC. $4..6LA4ZNG IN LocolON sum's= TO MJMA I IMPACT SUCH AS is&A66 opt DOOM, GLAZING 14TT1404 Cd' ON EERIER SIDE OF A DOOR OP'IENN . GLAZING CLOSER THAN * TO A FLOOR. SEOWEIt DOOR6, AND TUB ENCLOSURES WALL BE URI REINFORCED, TEMPERED GLASS, LA IIPE4! W SAFETY &ASS 3yR liNATTan posiOTANT .PLASTIO EPA. &coo GEAS6 4O (Ile SAFETY GLAZINO, LAMINATED, opt TET'Pt'ERE!? Kt. S1dOU INCLOSIXES 644AL.L le APPROVED WIRE REINFORCED, TIEIPERED OR LAMINATED SAFETY GLASS OR SWATTER EGENOTANT . PLASTIC. SEC. 5406 UDC. 11. GirZME WENN 6OPFLOOR GE-EATER EWAN IN LEAST DD i61G 4bd:LLCOMELYW1Ti4 IMPACT LOAM SEE PtA4$ 6E C. *406 At40 IRMO/MED 3.4,& (REAM ALSO 0 FROLIC 6TAAM ifiL ALL EXTERIOR EAU. GLAZING &NALL BE.DOUBLE GLAZED AND COMPLY UM TOM tbSii WASNINSTC44 STATE ENERGY COM PS TI SATED 1610001/ ILEATNE4 PER UDC SEC. 216104 G3 -fl vac 6TA4AIDARD 3i -12. 39. T4$ OP'!a'icE ASStMES 140 !lE6PON6AIBILITY AS TO THE P1dYE1CAQl. C 4ARACTEP81STiC* OF 11 SOIL, NOR DOS 11416 OFFiC.E VERIFY TM ACCURACY OF TEE ENGINEERING DATA 6UPP•i.IIED BY 011-EPEE. ILLEIRE 6OIE APPEARS, .70 BE OF POOP/ GIJALITY. A SOIL ENG. REPORT SWOULD BEE SUPPLIED EElY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OP TEE AMORE" ,RAILINGS, 1T 16 THE IBILITY OF THE: CONTRACTOR PC TOR TO CHEO WOW . J. D It TEE ATTACIEED PLANS ARE THE PROPERTY GP CRANE DESIGN, INC. ANY REIEROOLICTIO4 OF !Nue WILL VIOLATE COPYRIG.i;T LAAAa:JF3. Tt4E HOLDER OF THESE DRAWINGS 11JST PAY A FEE FOR THE P EV MATERIAL,. TEE RN OR BE IDU 8JECT TO LEGAL ACTION BY CRANE DELEON EEC. • EL\egsay_No.i___LE52, , . ENERGY NOM PER LEI .WfA644N TON STATE EMMY CODE MOE= MD MINIMUM ADDED INSULATION LEVEL OP R -36 CEILINGS WEE ELECTRIC RELESTANCE HEAT R -30 CEILEIG6 WEE GA6 ((EAT; :; 1R•345 VAELTED P/ -1S WALLS s . PR -!S FLT OVER SWEATED DACES R•EP AT SLAB POI: METER. INSTALLED ALLY 24 LIER tom, EIRDI CONCRETE 1i . A x(313 4 0' CP_ ALL GaL.AZMa SHALL. BE DUA41. GLAZING AND 60. PT. OF c LAZN &WALL NOT EXCEED 2P>A O GROSS FLOOR AREA FOR GAS 4 NEAT PLMP • 12)34 MR ELECTRIC 04ESi8T . ;ALL OPENIrrae AND JO14N1'T6 IN EXTERIOR UJALL6 SW&.L' SEALED, CALKED OR MEATEERSTRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BM:EWER ORAL vistorsteLy INSTALLED IN ROOF, IN L LOt:ED RAFTER SPANS, rote.st, U9ERE r EILIN"8 AXE APPLIED DIRECTLY TO THE (A4,ilP;P> !>3E OF ROOF a Witte. AL.6A 3.4 EXTERIOR U LLffi. >'. WALLED A P1t VIEQUEEN GRO» COVER, LAPPS I' -O' AT JOINTS AND �D UPS' TO PO ATTN WALL. (realm= AT ALL C U4. 6PAGCE6). NVA:IIC EOLIIP dY *WALL ISE S1SED NO GREATER THAN 123% OF DESIGN LOAD A O A MINIMUM RATED O tT UT OP 15%. T IEREERSTAT4lr.a LT+'dTRO.L-ING HEAT SUPPLY LY TO MC PIE Tbf.AN OM MOM WALL AL.L P_ I VL$ A 14101-1T SETBACK, )I mteriActs twat ea septovirect LTA 1 A TIGHTLY MENG FLUE PAMPEIR&. LS, LILY ACCENIELE EIANUAL OR AUTO G WTROL6. J ERS WALL NAVE A R..OW CONTROL DEMI= TO LIMIT PLOW TO A MAX OP 3 GPM PER &1•I R WATER )EAT R6 ARE REQUIRED TO ISE LABELED AS CO1PLYING W/ NAECAta IS S1 ELECTRIC WATER SEATERS LOCATED IN 14 EATEi3 SPACES SUC 4 `d.6 GAUGES TO USE INSTALLED OE AN sicaism".0.2. 94$ATI tR -E® Mtn 1 NOTE- AS Oknessiess Se Obsch441 And Verftled Pau To ConOruction. STRUCTURAL NOTES: 1. DE61GN LOADS • A. ROOF LIVE LOAD 2!i PSP (TOTAL LOAD 31 PI FXUYTILE 413 i F) 1'34. FLOOR LIVE LOAD 40 PEP (TOTAL LOAD b0 PSF) C. SEISMIC ZONE 3. V•0.14W D. WIND LOAD 22 P6F L SOIL BLARING CAPACITY MOO POP ASSUMED. SOIL REPORT RECITE ON ANY QUEbTIOto'ABLE SOIL. 2. P OLINDATION6 A ASeLEIED MAX SOIL BEAENG CAPACITY 201, Per LP+ID18TURl3ED CWT. B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL (VERIFY) [ UNDER FLOOR SLABS COP PACT PILL TO S14% P?1O. 3. CONCRETE A. FO(JPIDATION6 AND FLOOR (ICAO ATE &NAALL & ELEIAAL TO (2500 PSI). ME: WATER TO CEMENT RATIO, S -VAt 6ACX.6 CF CEMENT PER CUBIC YARD OF CONCR . F AND 6-3/4 GALLONS WATER PER S4 LIS. SACK OP CANT- 234043 P61 A66131ED CO'IPTA8:61VE STIRENGTN AT 26 DAYS. 6 SACK MIN/CU. YD. B. MINH°U1 COVERAGE or STEEL, 3' BOTTOM, 2' 610E6, I -V2' WALL &. FOR SOIL, SEE CODE ENE RE SOIL NO PROBLEM. 4. REINFORCING STEEL A. ALL REEPORC!> S STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL- ASTM AA61S -12 GRADE 40, NEW, CLEAN AND FEE OF DIRT. B. SPLICES, LUNEPBE LOCATED AND APPROVED &WALE. BE A MINIMISE OF 12 INCHES (2500 P6I) OR 30 BAR DIAMETER (CONC. 0 281010 PSI 4413 DIAJ C. ALL REIPFORaCING 68JAALL IPJE TIGI4TLY TIED AND SUPPORTED DURING CONSTRUCTION D. ILIELDED WIRE MEW &NAL.L ne A6TM -A103. - b. WOOD A PER UDC EEC. 2534 B. JOISTS AND RAFTERS, 2' NOMNAL I4P NOZPCD, 95-1166 PEP FOR REPETITIVE U.E. USE DJ. •1 IF SPAN OVER PT waxl2' • 16' O.G. SEE ROOFING PLAN. C. BEAM HEADERS AND LINTELe 4' NOMINAL, OP NO. 2, FB -1260 PAL - 013 HP 140. 9.Fb • I3OB P61 • 6' NOMINAL, DP 140. 1, Pb -1350 PSI. OR WOO P6I D. 6TUD6 2E4 OR 2E6 SP STUD GRADE'S Fo•IE00 PLAT FOR REPETITIVE USE. FOR 3 WORE &Z G U6E 2E6 or 3X4 • 16' OC. '2 P. . E. GS.0 • LA11 BEAMS 2®F 040•2 PSI) OR 24P (I12-240 P'61) UDC STANDARD 25 -10 TABLE Nfl-25 -C•j_ PART A. '91 L USE 24P -V2, VS OR EGiUAL (V1&UALL.Y GRADE LLESTERN SPECIES). FIE•24 900 P'61, Fv•133 OI®l 166 PSI WEE EXTERIOR GLUE OR !P SHEAR TYPE BEAMS (SHORT SPAN HEAVE LOAD) MAY USE 26:42-V3 OR EGTIAL 6x•2000 PSI, PV•165 F. SEE P°L, FOR PLYWOOD. 6. STRUCTURAL STEEL AALL STRUCTURAL STEEL SHALL BE A6111 A36, NEW, CLEAN AND FREE OP REST. PIPE COL. WALL BE ASTM 8E3, GRADE El OR AW.L, ASS STEEL. (ALEC) 1. STRUCTURAL . Iwifiltia A1. E AMRNGi TO BE IN COMPLIANCE WITH 1. C SEC. 1102, SEC. 2516, 251 B. PP9DVIDiE NAILING IN ACCOEDANCE 1111114 UDC SCHEDULE 25•0 STRUCTURAL ENG. SPgC6 TARE mecum OVER MIN. NAILING 6CWEDULE AND OTHER .GENERAL SPECS. C. PROVIDE SOLID BLOOCrKJNPG AT JOIST 6UPPORT6 AND BEARING PARTITIONS. (ALSO CCC1Pt.Y WITH SECT. 25E(& 4 2516(TE D. PROVIDE BRIDGING OR BLOCKING AT MIt)-SPAN OF ALL SPAN6 OVER 6 FEET. E. USE APPROVED JO18T HANGER& ibege veGLIIIED�. AND FABRICATED IF CEILING UNFINISHED. i'. R00P TIN468E6i,�S,.�,IwZE.S TO E veriscLED. DETAILED ♦� yA� DA'•yFAAA,�B/�RICATED BY TRUSS MANUFACTURER INSTALLATION AND 8DGPh'Co SHALL 1°3E PER MA° AACTURER'6 SPECIFICATIONS AND INSTRUCTION& ALL TRU66E.6 DESICsNED MST BE STAMPED BY LIC. WA. STATE P.E. CAPE MUST EVE TAKEN ERECTION BY mar/ER TO NOT OVERLOAD TRuSeag, WITH suits: A.4; MAT. 4 TO ADEQUATELY BRACE MEWS. 6. STUD WALLS A. USE 2x6 STUDS AT l6' O.C. PER USG 1102. 2516, 251(9 ) B. DOUBLE TOE'' P'°1.ATE6 SHALL WAVE JOPNT6 STAGGERED NOT LESS THAN 4 FEET. MIR NAILING OF 6 -16d 0 46' MIN. LAPS to PEACH SIDE OF JOINT (W1/16d • 12' O.C. PSETLLEERI PLATES FOE EXT. 4 MIT. LONG WALL (2 4 3 STORY BLPG). IISCOF1NG A. ALLY ROOFING IN ACCORDANCE WITH LOC. SEC. )2403. B. PROVIDE .ATTIC VENTILATION AS INDICATED CAN ROOF FRAMING PLANS. 4 f)ECT. 3206. 1:4_ Wl�L S {"� Qt t l... : (NOTES I - le) WALL &EATS* AND NAILING • TYPE • APA RATED S• ATIANG, ELOCXED AT ALL EDGES. APA ATE 8HEAD -Me , tSLOCKED AT ALL EDGE &. NAILRN<s • Sd COMOv' (OR GALVANIZED) BOX NAILS • 4' OZ. AT 6WEATNiNG PANEL EDGES, • S' O AT INTER. PING BPS INTERIOR SOLE PLATE NAILING - (2)1641 • 6' OC. EXTERIOR MUD SILL • S/(3' DA. A.B. • 3' -3' O.C. (11N TWO A.O. PER WALL PANEL). ALLOWABLE 64-EAR 64-EAR WEN FV A MiNG DP. • 3515 PLF A LLCzI,AnLi SHEAR W1TM FR APING I4P. - 261 rIJ. APA RATED ZHEATHtNGe. I L.00h(EO AT ALL EDEE6. NA1LtPLfs • SAd Cam( (OR GALVANIZED) BOX NAILS • 3' 0C. AT ATHI s PANEL ED',sE6. • 6' O.C. AT INTER FReeJ°P INN 11E1115ERS INTERIOR SOLE !LATE NAILING - (2) 16d a 4' O.C. A��.�� EXTERIOR MID SILL • $/i9' DIA.:` M. • 3' -0' O.C. (MIN. TWO A13. PER WALL PP'AN'4EL) ALLOWABLE SWEAR( WITH FRAMM DP. - 450 PLF ALLOWABLE WEAR ec IS4TW FRAM - ante PL.F. APIA RATED SWEATNIidG, MOCKED AT ALL EDGES. NAILING - IOJd COMMON (OR GALVANIZED) BOX MAILS a 4' O.C. AT 614EATNING PANEL EDGES. • Be O.0 AT INTER. FRAMINS MEMBERS INTERIOR SOLE PLATE NAILING - (2) I 'd • 4° QC. EXTERIOR MUD GILL - S / &' DiA. AB. • 2'4)' OC. (M• TWO AB. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING D.F. - 4i® PLF ALJ. )WABLE SIiEAR WITH FRAMING 4F. - 318 PLF. TYP. 1/2' GUS (EACH SIDE) OVER 2X STUDS • k(•' O.C. INTER. NAILING - 5d COOLER NAILS • 4' O.C. TYP. WALL INTERIORS 6OLE PLATE NAILING - 16d s 6' ac. ALLOWABLE SWEAR - 250 PLF. j 1/2' GUS (EACH SIDE) t:VEER 2x STUDS • lb OAC. BLOCK ALL 644EATNINCv EDGES. NAILING - 'Srai COOLER NAILS 0 4' O.C. TYP. INTERIOR 60LE PLATE NAIL ING - (2) I(id • 6' O.C. ALLOWABLE 61-ERE - 3 PLR. NOTE$_ L 2. ASOvE ALLOWABLE 644EA CAPACITIES APPLY FOR 2x FRAMING &PACED NO MORE THAN I6' O.C. th4ERE APA SHEATHING IS APPLIED ON BOTI4 FACES OF A WALL AND NAIL SPACING 16 LESS THAN 6' 06. CN EITISERt SIDE, PANEL JOINTS &WALL BE OFFSET TO FALL ON DPFERENT FRAMING MEMBER, OR FRAMING) SHALL BE 3x Nc*1K4L AND NAILS ON EACH SIDE SMALL ISE STAGGERED. 3. ALL SWEAR WALLS 6i4ALL CONFORM TO UBC SECTION 2513 PaEGUI!@Eh'IENTS. 4. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED WEANING OVER 1x STUDS • 66' O.C. WITH Sd CO FICN NAILS s 6' O.C. AT SHEATHING PANEL EDGES AND E2' OZ. .AT INTERMEDIATE FRAMING MEMBER. 6HEATHINGG PA 'EL EDGES 614ALL FALL ON 2x STUDS. ANCHOR BOLTS 844ALL BE STANDARD 'J -BOLT' WITM A 4d RETUAN, OR A STANDARD 'L- !BOLT' WITH i2d EXTENSION. S. ANCHOR BOLTS /WALL BE A 36 STEEL OR BETTER. MINIP'1UM CONCRETE SIDE COVER SHALL BE 2' WEIN EXPOSED TO ILEATWER . 3' tL EN EX'P'OSED TO EARTH. 6. USE 1/2' C -D, C -C STRJCTURAL. 11 . PLYWOOD PANEL 31DNG (INDEX 2410) OR 1/16' APA SiATH7JGr WIT44 THE SAME NAILING WITHOUT REDUCTION OF THE ALLOWABLE 84 -TEAR ( SEE ARCH. PLACES AND /OR GENERAL NOTES). 1. 3 /S° C -0, C -C STRUCTURAL 11, PLYWOOD PANEL (SIDING (INDEX 24/0) MAY Be- USED PROVIDING TWE ALLOWABLE *REAR 16 REDUCED BY WE (SEE ARCH. PLANS AND /OR GRAL NOTES). 6. NAIL 2x4' OR 2xE° 60LE PLATES tW 1l•d AT t2° OTC. (UMOJ. 9� ON EXTERIOR WALLS* SHEATHING SHALL LAP RIM JOIST OR ESE INCREASE SOLE PLATE NAILING) TO 16d AT 6' O.C. NNW. M . DOIJI&L.E ALL TOP PLATES AND LAP AT LEAST 46' AT JOISTS tU/ 8 -16d EACH SIDE AND I6d AT NO MORE THAN 12' O.G. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. I-401-1D -00111N SC - EDULE: to Non 1) INDICATES WPAID22. EMBEDDED IN CONCRETED, NAIL TO (2) 2x SW WITH 24 - 16d NAILS. INDICATES MSTA36 STRAP TIE* NAIL TO 2x STUD WITH 26 - 10d NAILS. K INDICATES NDSA. EMBED 3/4' DIA. ANCb4OR BOLT 14' INTO CONCRETE (OR USE STA62® AB. WITH 2466 MINIMLTI ET'EDMENT» BOLT TO (2)2o. STUDS WITH TWO 3/4' DIA. MACHINE BOLTS. • INDICATES HD1A EMBED 1 -1/5. DIA, »C440 d BOLT IS' INTO CONCRETE (OR USE STAB211 WITH 24' MINIMUM EMBEDMENT) BOLT TO (2) 2x STUDS WiTW TIDE 1/6' DUI. MACHINE BOLTS. • NOTES: INDICATES SIDS. E (BED I -I/6* DIA ANCHOR PELT 23' INTO CONCMTE. 130LT TO 4x STs O UJITH THREE 1' DIA. MACHINE BOLTS. ALL MOLD -DOWNS REFERENCED MAN.FACTUFiED BY 'SSIMPSON STRONG -TIE COMPANY, INC.' 1.+OL.D -DO1NS OF EQUIVALENT CAPACITY BY OTHER MA.NUF.^�GT1.1iti ',S MAY BE USED. ALL HO'..D -DOWNS SHALL BE INSTALLED FEF LATEST MANFACTURER b SPECIFICATION (SIMPSON CATALOGS C-3244-1). SEE PLANS FOR LOCATION AND rN6TALLATic1J DETAILS. FOR ANCHOR EOLT IN &TALLATI; t REOLIIREMENTf, SEE NOTE 5 AT SHEAR EAU. SCHEDULE. MINI11.111 103132' THICKNESS APA RATED TONGUE 4 GROOVE SWEATWING WITW WEI NAILS • 8' O.C. AT SUPPORTED SPEATNINt PANEL EDCaE& AND Ie' O.C. AT aNTEREEC'AIATE FRAMING 1-EMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR REO S.) SPECIFICATIONS: I. LEE 2500 P61 CONCRETE SPECS AT 26 DAYS. 200 PEN MAY BE USED BUT RECOMPENSED 141G44ETi ST Io TI.L 2. USE ASTM, A6IS -6404 OR EQJAL GRADE 40 Pa BAiR LAPP 30' MIN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 2000 P0&I CONCRETE, LAP 40 DIAMETER MN. CTLI:J.A)"P SWAM SEECIFICATIONSt L FOR LCD SPANS, USE 2•1^ -V2, V3 OR EQUAL (TABLE 925-C -I, PART A IOC t'39�8q,.� �V�I�SUA�-Ly�L�,Y�f�GRADED 11ESTEId�I SPECIES). Po • 2.400 P6I, Fv • VS OR 185 PSI 4 EXTERIOR GLUE. MAt A4CTUFWZ MUST CLARIFY N WRITING TO GLU- LAM SPECS PRIOR TO ERECTION ON JOB. 2. (MERE NAVE SHORT SPANS��7�( 413 BEAM) USE 20EF -V3 O'R EQUAL. WITH P o • 2� PSI AND Fv • Y•'r' P&1 AND ? QT -�ER SPECS SIMILAR TO '1 ABO E. EI .ii.& AG 12_ F_ OO TTLi S....11 t IJt?_ir'4a Il3DER Tl � ETC : 1. T14: TRUSS MANLFACTU R •°.!ALL PROVIDE ALL DESIGN AND ENG1N ..EEP>t'ING WITH U E.1411h*TON STATE PE. STAMP ON DESIGNS. DURING) ERECTIC4N OF TR.I85ES, TWE MI(LL)ER SHALL TAKE CARE TO CEI'VEO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS etilLD11.41 MA F TUK WILA JUL PERMIT CENTER COP YR GHTO 8 MITI' ,IIIIIIIIII IIIIII{ II►IIIIIII I I I I I I I I fL014,1 1-114 3 O I6 THS INCH 1 a 9144,. fit. t y. fl.. 1. riirIiitili viiii1ii {i ii9l,.. i.{ Li`iiiiif,lliill..l�l will!' �{�EElii 4 5 I 6I 7 _ NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 1 ft*, 11111111111111111111111111111111111111111111 9 1 i NAS E IN 6ERMNlY 12. • • 4x POSTS OR (2) 2x STUDS ® MILL 1S• O.C. U2' PLYWOOD W ad NAILS .3 °0G.UN.O. EXTEND PLYWOOD TO OVERLAP RIM X0119T 4 SILL PLATE I 4x POSTS OR (2) 2x STUDS • MIN. 24' O.G. I/2• rtYw000 W/ ad NAILS 103. O.C. 30 CAPACITY FLOOR TIE ANCI4Ot%6 1 EXTEND HEADER TO COMER >� tgala L ALL STRAP WC OC4INS SHALL BE INSTALLED PER MANUFACTURER'S { 1 S CIFICAT10Nb, INCLUDING CORNER INSTALLATION . TWO NOLDOUNS 1 1,CAN 119E USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. •ALTERNATE TYPES OP AP V£D HOLDOUNS CAN BE USED N PLACE OF STRA.P N LDOLINS, SUePLT DETAILS FOR APPROVAL $ NOTES: L ALL STRAP. HOLDOLLNS SHALL RIZ INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING COINER INSTALLATION . TWO WOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTEPTLATE TYPES OF APPROVED $40LDO6A4S CAN BE USED Si PLACE OF STRAP HOEDOWNS. Suomi. DETAILS FOR APPROVAL PANEL AT FLOOR OVER PONY WALL t/2' PLYWOOD 3' O:C. 4x f4`O6T6 Oft -:ix BLOCKING JOINTS UJJ ed NAILS (2) 2x STUDS e PLYWOOD 1200* CAPACITY STRAP TIE 3/83• PLYWOOD UN &A NAILS ® 3' O.C. 4x POSTS OR (2) 2x STUDS 3x BLOCKING A PLYWOOD JOINTS 1-IEADER AT CORNER WEARER SPLIC -- 4x POSTS Oft (2) 2x STUDS —350e, CAPACITY STRAP i4OLDOLLNS * . ' 4s BACK OF STS OPTIONAL LOCATION FRONT OF POSTS • 1.1. 11 11 HOOKED -END WOOL? TO CONCRETE CONNECTORS WITH 3' CAPACITY (MIN) 2x4 TOP PLATE HEADER NAIL SHEATHING TO I- WEARER AT 3' O.C. B.W. 2 2x STUDS NAIL $I-iEATNING TO EACH STUD -�d NAILS AT a ic% As I PLATES. HEADERS 4 STUDS APA RATED 81-1EATI -111. , 3 /S' MIN. 24/0 EXP. 1 2 2x4 BLOCKING AT ANY PLYWOOD JOINT ssaalsss i T___i 1 _ :° i1-, . IY I W I I 1 11 1 1 I 1 ---- APPROVED 1-1O0 .E.D -END UJOOD Z TO CONCRETE CONNECTORS WITH 1 t1 2400° CAP .. CAPACITY (MIN 111 "_ _ __ _ 1 II 411. . �'l1 .11 • „I.e.; t v b, ;ems • In. DIA. A.B. - T IMBEDMENT 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' O.C. B.W. —2 - 2x STUDS NAIL SHEATHING TO EACH STUD Dci NAILS AT 3' O.C. ALL PLATES, I•IEADERS 4 STUDS 2 2x4 BLOCKING AT ANY PLYWOOD JOINT 2 2x PLATES - NAIL SHEATi-1ING TO EACH PLATE CONTINUOUS FOOTING OR SLAB EDGE CONTINISOUS FOOTING OR SLA8 EDGE 011 Mak- L ALL STRAP l'astSCALSIS SI.HAL. BE INSTALLED P-EP'e MANUFACTURER'S t SPECIFICATIONS, INCLUDING COWER INSTALLATION . TWO HOLDOILI S I CAN BE USED AT EAR COWER TO MEET THE REQUIRED LOAD. . 2.; ALTERNATE TYPES OF APPROVED VED NOLDOLUNS CAN IE USED IN I PLACE OF, STRAP, NOS.VOWNS. SUBMIT DETAILS FOR SAL. i. 1 - T RAP woupows AT .OPTIONAL LOCATION NC . FOR USE IN GARAGE END WALLS AS S1 -IOWA. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JO16T AND SILL PLATE. PROVIDE HOLDOWS, BCGLT31 AND PLYWOOD NAILING AS &NOM. IF U&ED A 3OViw PONY WALL USE DETAIL s . NOTE: FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES 5ET11EEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE I4OLLDOWS, BOLTS AND PLYWOOD NAILING AS SH011I, IP USED 4,130VE PONY WALL USE DETAIL . TAI CiliNalrl LATERAL P ) (34 NW LATERAL RESTRANT P RECEIVED CITY OF TUKWILA JUL ; Ma PERMIT CENTER COPYR1GHTO y ^+k �'rE�.sn.s�e ;•s+i'i,.J.l�- Ps1w:Y: 4. - ? F + Ijl' Ijillji� '1III(!�l(IlI(I�Iil�'11jI1I f i1l(I '� .'tL t :jl.1 :'1 ���I111�Ij11. 111l 1(x; '1111:1.i.I I`i1 11,11111[ 1w 0 18 THS INCH 1 3 4 5 6 7 8 t NJJTg. if the microfilmed document is less clear than this n9tice, it is due to the quality of the priginal document. 1.; 11 1111111111 1111111 11111111111111111111 9 10 11 ■ADEINOERAw 12's • A • fJ(perfTM two.citjibl-MACIVIILL.AN A Limited Partnership 1 THINK SAFETY READ WARNING AND INSTALLATION INSTRUCTIONS REFER TO TaXper4" FLOOR OR ROOF FRAMING UJ �V ""° TI W FORM, � -.- FOR TYPICAL FRAMING DETAILS AND PRECAUTIONS AMP r `�`" 19 I, -"a"_° ----- .-3 1-7" ... ..-_ _.. """`g • -5" """'-"""' .~°5 •-3 -1/2° -411 1 f t-- 9 `2 -1/2° • Lt - 10•- 3 -t /2° 41 2 ->r 0-5" %( i i i j } 1; • ; I •i ?' f � it a. . i .I 9' 2 -1/2° r , i 1 i -� ....•r- ._,t, ; -. . 1 i Tit • it girt 17' ( T4 ie via I { _ - .- ....._.-._ . - • _ • - - _.._ • �.� toko • i 1 [ i r 1 Ii i r i I 7' - 9• -1/2' • - 2 -1/2' - ._..... _.. • -._. -01 I M!e.-L:AM _ - .._........�� _ ., i7' ..... . ............. 3' #4" - I a -2 " = "" _..� "2 ` . "2 ` _.., -,5 -9-1/2 .1 -�--;3 -2-1/2 r 1_1c6', ' t awl1SA!"N .?P'4AtL�fS' <.M»�'nTC!'✓+Y'nrw k+no.r te- .!.w.A ;: /•' Y.'. 6+ J�" i' n/!^. Y�' t'! i+• sTh�. .,w1v!ivbV4Y +t%i.Vi!IX�JX.'i'ri RECEIVED CITY OF TUKWILA ,fUI_i 1993 PERMIT CENTER I A 1 woo t9 .rt T3 T4 15 T6 T7 111 19 T11 113 714 TJI" Joist Materials 11 7/8' TJI /1500 o s guaapta L931111 13. 299' 3. 24' 9. 19' 4. 18' 12. 17' 8. 15• 1. 14' 7. 11' 2. 9' 9. 7' 1. 8' MICRO'LAM" L•VL Materials kltY13t 1 3/4 ail 7/8` 1.8 i1F 11I N LVL Gum= 1. Let M! 1 ra.`, Accessories and Other Materials - - - ---- 11 7/8° J 1 joist 2' cant. header 11 7/66 TJI /1b0FF sacker Blocks 11 7/8" ° TJI /i.Of Blacking Panels 11 7 /8° TJI /f5DF AlmtJoist Connector Table edefititt 9. 8' pcs. 9. li3° pcs. 81. 14.50" pee 5. 6' sections 74. lin. ft. 11 7/8 1 joist on TJI girder 0 2' cantilever Moder 4 3 hangers O:ruker blocks not mired) TJI blocking panels A4 Aim Jelst si TJI blocking wale /r) Blocking panels A 3/46 CnX closure Design assumes glued and nailed deck WEYERHAEUSER 7401, S. 228th 1- 900 -5E2 0908 I L / 480 Maximum Joist LL Deflection Symbol Key T7 TJI• joist typal o.c. spacing Indicates beginning of joist layout M4 MICRO LArA° LVL type+ Teri. pig;, or lolsi 0.c. spacing tnAi....w.[.J i,. :..Ji is *km 3" bearing required for M1CRO=LAMs LVL or Parsitam +PSL tn<icetes boam/glidet snider than boating wee Scale: .1 4 1 -° i4 1 Material call out rebel (See corresponding details on backside)3 Bearing Wall Beam or Girder by others Hangar type idaigpr tymt•>;'A 1 S s lector 7 save. t1 °snips. now Gapes am Ave, an Ram, 530. P Mean lQr senate 570 a 5Rt. 6a met d•trfs raLen 10 �@K Y�snuMDef. Fern* 3d�. 670 or 69? Design Loads Standard Loading 18 gig ma ctoos *tread �8� F Tdta3 trot! Men-Standard Load Symbols Cr71 s•• easkon poi. input a d eren esrpusr tor 'A tN° era *w eion of tlekHO ,Oetd 1°006 vosuae6•red 7JXpert flieneme: A,92. LOS TJxgert" Warranty Line Load Concenteated Load ,P Lar1.Standard Uniform Load lidoalt,trtial Floor 54: 38 tl{f Vail• . 3.10 Mon 12/14/22 The True Joe; MacMillan products eared out on this framing pan have been abed for the ',lads and dlrnensions entered by the ccmpt der operator into the TJXped computer program. The TJkpe;t has designed this framing plan in accordance with, Trus Joist Madifn9an design criteria. Purchaser acknowledges receipt of the Residential Products Specirrer's Guide andlor Buikkr's Guide and warrants that Cie Trus Joist MacMillan products vat be insWged in a xordame w.'th the Guido(s) and this framing n1an. As loads and don used by th9 TJxpet to design this framing plan have been speed by the Purchaser and vetted ed try re Purchaser for crmpleterress. axuracy and oomplance with applicable coda req iramer..tc. T e sows. Omme+ulun and resulting framing plan have not bean checked by a Tnrs .bait R.yr±V/Itan snow. Form No. 570 USFR 10/92 'D' Size Piotler Form (2T x 341 •en ^s+gM -nr-c7:- Yr,�C:".' ABMs .u- sririsc N.ot" re. e: .S' " '. i •0 a : fi' 'Yt " ?ST - - �7 ' - !J ; 2 ,,T^+ r: ry ., rx' , +G'1�:liG.�J�E 4,a."1i5' /9.r`tkSl}. ,?'.r ._ . .Y, Fl Y". 1.• .E'd..V a ♦ � i:Y' _•c '/ ? S,i Y '9. N .y . 4:. mYas �3N. i !A° Y 4r�F.rri .)e..1'. .�2�' 7rY' ;?i{ !' .. .?`F'.. 6f� :YCA'9lYJi'!!Y�:S ,,. � ..t. .. "faer.- £� -�.rr "' ir'"i1 � '1� i *. ;�. �,n. _ 6 ! 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