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Home My WebLink AboutPermit D01-146 - ROBB RESIDENCE - GARAGEDO1-.146 Eric Robb 6550 Southcenter B Z 1 CC 2 W U 00 ma WW NW Wn 15 N' W Z� gO W U. © E- WW tL O WZ U= .-., 0 Z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 C SDLTH: 'DUNE?, POBB r: 7.-, -T0i:LL\ WA CONTAC.7 S '1 44A • A , t 4 4 A 4 . 4 4 4 - 4 4 * * * 4 4 4 4 4 4 4 4 4 4 • 4 4 4 4 * * 4 4 4 4 4 4 4 4 4 4 • * • 4 4 4 • • • • • 4 4 * • • • • • • • • • • ir 1 • • • • 1 • • • A 44' GARAGE. 1:.„T 4 a 4 & 44• 4 A 4 44444•44444 4 4 44 • Thr P■ tit' eer,t N.114 1, 4. t.. tJL 11.1 u •T.1 t.. vNoi: w , ' (206) 431-3670 • 4 , 4 4 ..k , 44 •••••ft 44444.4 .4 Firt? E;ocd o A T Ti f..Artity • n PI Ltee: .4 4,4 4 Pr 4.4A4•*44414■44444A444fti4A44444•144444444444444•444•4**•4•444444.444444•4 AAAAAAAA 44 707AL r.IEVE)PMENT iLRNi • I I 4 A - I -1 " _1 0 .. / tr 2 , .; j r' cif" SOUIHCENrEP Suite: Tenant: IS.:AA11 Type: OEVPEPM r)r:./16/2001 Parcel #: 000320-0019 11/7_C:2t.lui 4AAAAAAAAA44.A,44&•4A4 4:44.LitAk *Aktk ttki t * 4, A A t tttitift As Permit Conditions: 1. No change:: will bv made to t...he nj Engineer and the luktwilc-r &wilding Crivi 2. All construction tc be Ione in conformance wit.h app(oved plans and requircment of the Unifurm Fluildinc) Edition) as amended, Uniform Mechnit.al and Washington State Energy Code 11997 Fdition). 3. Validity of Per 1hp peimit or appcnvai plans, specifications, and comput.At iow'. rn...1 be ,jo strued to he a permit for. or an ov.,,1 or, ,Anv of any of the provisions of the huildih9 code or or Inv other ordinance of the turi%Alf.:Lion. N u e tih it pre give authority to violate or cancel code shall be valid. 4. Electrical ptrni t sia 1 1 be obtained through %Ate tdallif041.0o State Division of Labor (Ind Industr;e:-.. .311 work will be inspected by that af.p.'ney 5. All permit, inspection record. and appuoved p 1 available at the ills .sito prior to On •._.tart struction. Those document-. d10 be mainLain Ann able until final inspection approval L.s I hereby certify that 1 have tead these iondi and with them as outlined. All pro4Thorr, of 1.1w :n10 yove!rilios this work will be complied with, wht-Lher herein oi The granting of this pet doe..., tiJt Ov0.-:0Mc AUthiJi , iiolate or canct?1 the provi: of worY or iof.ai regulating construction or the per of wort . ignaturet Print Name . Project Name/Tenant: � G� 16., Jae . t� Type of work: d New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure arage(s) ❑ Dec (s) - Covered & Uncovered Residential Reroof Value of Constructs —� • f f ._x, C•t�. --- Site Address: City State/Zip: Tax Parcel Number: Property Owner: -, 1056 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Pho Street Address: • c .— to .a ( , J r- -.1,0v t t . �TC-1 t City State /Zip: tiro / w'• c Fax #: Contractor: f—tkL f� nJ.0 d�` e0Jo�l l?u cric- P Pho 'c 6'i rt - tl Street Address: _� `,� ,/ City State/Zip: ( CO 1, 2 is 6 r7, ? e, ( d i ►'v' S� LP+ ` 5P(-(s Fax � , S G 3 3' .3 Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: T ,M �14�4—(4 i'vQ�✓2-_ on Ph (� C 6&C CIS s Street Address: (i r . Z (E t± 5t. it's '"Ct') I LAD City State Zjp: c' ( `•b Fax # p 5 3 S 3 -- L - g 33 Description of work to be done: ( ►-:, 51 c 1 2'j x 4 4 ' 6.42 ►4 u E S iz'. ►4 G t~ 57rz.i c rt..? e Type of work: d New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure arage(s) ❑ Dec (s) - Covered & Uncovered Residential Reroof Is this site served by: ` Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: ft. Dwelling sq. ft. Covered Deck(s) �sq. sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) 1056 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: /037 Lot area Floor area of principal dwelling 1 -6^ Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. D ate application accepted: CITY OF T( {WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ESP i Lso »o SFPERMIT.DOC 2/13/97 Date application expires: OR STAFF USE ONLY Project ..umber: Permit Number: •� Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Application taken by: (initials) BUILDINGOW R OR AUTHORIZED E 4 :. . .+ r ' , Date. S/` O i . � < ail." �... . • 4. Signa .. - w ✓ ;, e_________ Print name " �Uoi\ rett� c�vtci f r' p 7 _ , Ph r-XY)66:0° 14;5- City /State /Zip: &s (`'t' FAX #; 3 .( a � 4 3)g3 ' f f. ,,,. , t ✓i}- c i i �y Address: _ ; , )(....c . , J , 262 4; t4k S ALL SINGLE- FAMILY RESIDENT! ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY ti REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REiUIBED BY TIDE BUILDING OFFICIAL ALL''D AWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. . -s 13. See Public Works Checklis( fir detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /OII /Propaneamp) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (Le., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 • 4 * '4'4 * * * k * k * * k 4 4 * CITY OF TU WILA, -k**k * *kk* 4 *# *44* TRANSMIT Number Payment Method Permit No Parcel No Site Address This Payment **************A* Account Account Code 000/322.100 000/386.904 WA 44 4 4 4 ' 4 4 4 4 4 4 # 4 4 4 -4 4 4 4 4 4 4 # 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Description BUILDING - RES STATE BUILDING SURCHARGE TPANSMI T 4 4 ** 4 4 4 4 44 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 RO1014.39 Amount: 628.05 11. 09.06 CHECk. Notation: EPIC POKE Irtit. VAS D01 Type: DEVPEPM [EVELOFMENT F'EPmIT 000320-0019 : 6550 SOUTHCENTEP BL Total Fee-.s: 1,033.36 628.05 Total ALL Pmt_: 1,033.36 Ba1 Sri:'e: .00 * # A * * * * 4 A * A * 4 # * 4 4 4 * 4 * * * 4 4 * * * * * 4 A * 4 4 4 * # A # k # ' 4 4 4 4 Amount 4.50 4 k*********4-A********* rk 4 * # •;. # r * * f r i" 7 7' 7' '" le A , I T 1)1 rUK14 I I. A 140 r,• -; istk*k**** r r k r r 7 i, , A :4 # • • TRANSMIT Oulber': f4molit)t:: c, 1 '7 2 Pisvment Method: CHECV t A : H PI L. L. E 1i.: - • - • - • • - - • _ • • m tAt t D 01-14 t. 1 " M LLYLL t4 P c p_A o 000 ".*: 0-001 Site Address:: L CnOUTHCEWIEF LL Favmeht 40!1.31 AkA***********A***k*i*Iir*Akki******1 Account Cod giAcqi; 4A0/345.830 PLAI\I CHECV - FES COMMENTS: Type of Inspection: / l ALA) .9 „rt1..., a c)`-.7•A-z L..v°-1,v4 —_ _ pedal Instructions: (b rn" C...t 1 1 7 7 0 , m � - p.m. Requester Phon No: / / ( 57 ti 1-.) ()\°<, --+--- CAA ck -- i - n Prole tr' " ` kQ &,/) a ./Dfiti Type of Inspection: / Address: � y7;/77 L_ pate Ca led: ) / - , c .3 (47' - 6) v --. _ pedal Instructions: Date Wanted: 11 -,9 7 0 , m � - p.m. Requester Phon No: / / ( 57 INSPECTION RECI .D Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION °` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 e Approved per applicable codes. Q Corrections required prior to approval. $4 . 00 REINSPECTION FE REQUIRED. Prior o inspection, fee must be i d at 6300 Southcenter B d., Suite 100. II to schedule reinspection. Receipt No.: Date: Date: COMMENTS: .- 4 I f lddre Date Called: Special Instructions: [ c,i -4 \ ) A • Date Wanted: 11 r-. a.m. I 1 — tf- - - 4.. G1(.4 •, ") ri✓e, c9 l,. ;•.�.dow• V\OV 4 . { A rA 11 t -4 \Pi p, 4—) C s -} V7-e.,_ -A 0. t.,., n.j, . ( I ca--11 e + i ,, U l o ��G 1 r S 1,k a v �� ' -% v. 3 41',4 0 AOn{ avv,Aj {y 4 , k-e SCt -ek ri ri, 2.4 of ? e ,� , I _Project: c44 bb - es deiA6 .- Type of Inspection: .`C.-1- �-_ v-.JCc 1 t c � ^� lddre Date Called: Special Instructions: [ c,i /'�1 Date Wanted: 11 r-. a.m. I 1 — tf- - - Requester-) f, IC-I` —. Phone :no , s_tf D'"" to l'c2 7 r 1 •Z INSPECTION RECD . .�D Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 (Approved per applicable codes. Corrections required prior to approval. Inspector:' rp AJ, Date: ( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: 1' 6 Type of Inspection: /X) 7 ?7 1.� -4l1 �� ; 1 -'I_'. ) A - 5 ' IIIITAIIII 5 ' `\ oe A. (�► , t , Date lj W nted: C CT KCA1 r S a c -e (l C Cl r / l f' 11 I , 1 4c_: I A P (( ((t, rt ti^ (*NI 1 �.-t 1 7).: ( i v e - -r .! 1 ki U Project � 11 o,13 16 5 // 1' 6 Type of Inspection: /X) 7 ?7 1.� -4l1 �� ; 1 -'I_'. ) A - 5 ' Date Called: _0 Special Instructions: 4. , Date lj W nted: a Requester A Oc Phre No: El Approved per applicable codes. INSPECTION REC■ 4D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Corrections required prior to approval. Inspector ( j Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: dry oHn pection: 1 , 71 . A ress: 5 ;o S C • gi vei. Date Called: 3° ° x ., S ecial Instructions: . Ka }� n 3 i f 'fi) c- 1 ;P _ii' -PC) . 1 Date Wanted: i I ,&,m. 10 Requester: t t" • o - (AP .27 i L.' Ct ti � ' ' t" r e /7 e Proje i fli�uc44..Q. dry oHn pection: 1 , 71 . A ress: 5 ;o S C • gi vei. Date Called: 3° ° x ., S ecial Instructions: . Ka }� n 3 i f 'fi) c- 1 ;P _ii' -PC) . 1 Date Wanted: i I ,&,m. 10 Requester: t t" Phone No: Zvi Ls o - (AP .27 +ba INSPECTION REC CD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukw , WA 98188 (206)431 -3670 PERMIT Approved per applicable codes. Corrections required prior to approval. Date: )0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMEN Ty of Ins fi c tion: i` 2 rAi •G1' / 1 L7 S 1 Iv/ -+' tea► Date Called: .2 '2/Q ;'(M i Special Instructions: Date Wanted: -?��/� - _x'070.- p.m. / A L ' _ z77 il1/4) . J ' ; I, /4' 14, iii dli 4 i j n ;/ »' . , U,..., C, 4' .r1 . - ,i P o bib J/ jem Ty of Ins fi c tion: i` A dress: Date Called: .2 '2/Q — Special Instructions: Date Wanted: -?��/� - _x'070.- p.m. R equest . V Cl. _Sre ri INSPECTION REC, .1D Retain a copy with permit NO. py p PERMITjj/ CITY OF TUKWILA BUILDING DIVISION ' �''! 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: .i� Corrections required prior to approval. .1.442-- Date: '7)1)— O2 El $47.00 REINSPECTION Ir E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P o ec{ '-"- °' Ty e of insp ction: Address .' C S tl I D 11C, ep Date li i u I c~ it Special instructions: Date Vyat d� ( c m. `p.m. Vrquest r: }� i, C fS, Phone Jc •C:� - (5‘11_ { (rfr COMMENTS: C a-- -1 -1, 1 2!'?ate_ - ,>"7r• 1 1. ...n .,(.,1.Jt, _,.d .. it T i 1 Inspector )7" U' - 041 -1 Date:cy INSPECTION NO. INSPECTION RE iD Retain a copy with permit CITY OF,TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. 206)431 -3670 Approved per applicable codes. !J Corrections required prior to approval. 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ec • (7 t� C 1 (l ili �' Typ f Inspection: C-i 1 0 ( r7 s: 5 , .--. e Date$aII ) / Special instructions: Date t 2 �� ,�F�� j � `p Request r, rrrr Phone. _ --, 1\ - (0 COl f(i INSPE TION NO. INSPECTION RECORd Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. i 14 Corrections required prior to approval. COMMENTS: Receipt No: Inspectortf Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Slvd., Suite 100. CaII to schedule reinspection. Date: PERMIT NO. c rs (206)431 -3670 COMMENTS: , '` Type oUpspection: • f ,e I ' Special instructions: 6 1 ! l t L - iai. +i-{ ro.r' u; I'�t . I eu, , ;o . K r Li a.m1' p.m. Requester;. /- : - (c, 't' -f.c -- Phone: , 1 ( ri, j .'1.y7 1.% C t. •..:,(_„) PriI F= ... f ry ! r. 1�! fi l/11 t - i [ / '): ,.r� 1,_. r j / •-- , -7 /� --;. 2 f /...-/17--V, Proj i Type oUpspection: • Address: •� ,e Date called: a ' Special instructions: 6 1 ! l t L - iai. +i-{ ro.r' u; I'�t . I eu, , ;o . K r Li Date wanted: ' a.m1' p.m. Requester;. /- : - (c, 't' -f.c -- Phone: , 1 ( ri, j .'1.y7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. I Dater J / f n $47.00 REINSPECTIO EEE REQUIRED. Prior to inspection, fee must be paid Inspector: at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECD Retain a copy with permit be (206)431 -3670 COMMENTS: i Ar/) /YT , Ai 4 Type of I}ipection: f tGt.rt-tt,fy dam` :c C . 0C Date called: [, Special instructions: . 4- ' i (f Date wanted � • /' , ) 's a.m..— .....�1 -^j p.m. Request j � r _ j if )( y j (_ t� f '' .-' Phon F )Q j -.lr " `-"te (.,./(2 1 /✓ / , 6, A) ; 2.) i f r ' T '� ,r-- ,4 /7 ' ,J .: ' : , • `.a,.- '72 AA) ' rl ► r# p ; � C`' f f k - 7 - • �) /Z ,...,/; ' a / / th, ,, , -,, -, ,).:),..);(:),..1/ };-. c ). / j ._5 /A /, L.' c i7 •,>r is "C1 /' / /O7 6 •, ...a . 1 3 _7/V51/7 .4 7 • 'v-t) ...//7,5 ;'` /VS /'/'r' - /.) ., . 0 X1 % _ 5 (. ,;rt sl Z. :1, / /, - -7; - L j ^ rt Pr ct: 1 1 < (• rf""'1 /r'�li- re -c"'_ Type of I}ipection: f tGt.rt-tt,fy dam` :c C . 0C Date called: [, Special instructions: . 4- ' i (f Date wanted � • /' , ) 's a.m..— .....�1 -^j p.m. Request j � r _ j if )( y j (_ t� f '' .-' Phon F )Q j -.lr " `-"te INSPECTION NO. El Approved per applicable codes. INSPECTION RECD D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 547:00 REINSPECTION FEE RE UIRED. Prigt4o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. CaII to reins.ection. a ,W QQ -1 C.) U O O 0 W I W 0 ga (l N d O • W 2 • o 8 in- O N W W IL. w z r CO MMENTS: Type f Inspection: ddress: Date called: Special instructions: -- Date wanted: � e ti i.n rn . / p.m Requester: re Phone: r7 (xp ) , i() -• C t _ c fi 1. ,-..� P C C9 J �.. < 1 -4 - 1 '‘„,_ q _ .fir . ., ; ,...._- \: • ! Prcpc t. Type f Inspection: ddress: Date called: Special instructions: -- Date wanted: � e ti i.n rn . / p.m Requester: re Phone: r7 (xp ) , i() -• C INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 O( fyYa Date: PERMIT NO. (206)431 -3670 • / Approved per applicable codes. Li Corrections required prior to approval. spe i $47.00 REINSPECTION FEE REQUIRED. Prior to nspection, fee must 6e paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1Receipt No: j I Date: 07 - Pr ject (: � lc .lic ci ( Type-of Inspectio : t �� . (f, kid(' /7 (�.y� Address: ��(0 C I , (---• /3 L.. all Date ced 1 z_ f c f l .. Special instructions: Date wan � m, / wand: a p/ p.m. Reques Phone: 1,) " �y g ' 1 i 7/ (a �- G i - „h ,�•; r_ INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: t �F t r1 poi- /Oa PERMIT NO. (206)431 -3670 IZ Approved per applicable codes. 0 Corrections required prior to approval. Eli $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: P ect: -rv Insp Ion j Address: I Date called: Specia instructions: j�► �`�' 0604 b/ e Date wanted. / ( p .m � Reque r ` Ph e: 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: / 1 4 , . U ( ( 1 // a� /L' � 1 7 0 REINSPECTION E REQUIRED. Pr to inspection, fee must be paid /at 6300 Southcenter Blvd., •uite 100. Call to schedule reinspection. Inspecto Approved per applicable codes. 4Keceipt No: INSPECTION REGO Retain a copy with permit Corrections required prior to approval. Date: Dot i ( (42 (206)431 -3670 PERMIT NO. PROJECT NAME: Plan revisions to New 2 Story garage Number: 01010 Tukwilla, WA CtJENT: Eric Robb, owner 6550 Southc enter Blvd Tukwilla, WA 98188 f.. STRUCTURAL ENGINEERING CALCULATIONS JURISDICTION: City of Tukvtiilla Building Department S/Q I EXPIRES 6/4/ 011 7.22.2002 RJN & ASSOCIATES ('06' 8' = -93' A muttl dlsdpllne company 1220 South 356th Street, suite A -3 Federal Way, WA 98003 FILE COPY REVISION NO,1 CITY ('tt 3u1,_ 3 1 r` RECEIVE: CITY OF T !,<A..1 mo RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874-9323 '4" GI Ai is rc-j rc-.-. 1. 4 r • e•--e--4._ I ; se-7 /i) 1. A AA, 2 x 57 L1 C2 fr li kv O C. wc_ , r< . G� fl i 4. ,( • e +�. 4r-k "'/ 4.7( 6 � c s e. a' ,A L k 7 t ,6 J, c.1.. vt--•C v4... bye-3 - 1'41 p 1)4:3 4.k C4.4 .1 fare e e ., � . .,,, - 6 76 , "G *Fa. L., a.r( / J 1- 7 /try - A -120/ t. th. t'cif )O9 •` !� f y c, L 5 � ' ' 'e t tC � .. 3.. , DATE SHEET NO Y OF C / CALCULATED BY J ~� DATE 7 , CHECKEDBY SCALE RFCEIVFO CITY OF TUKWILA JUL 2 5 ?00? PERMIT CEN ER + t� Akk I ta a 6 2- "3 - C vv /S/cP " (ej /O. - t2 / ; .^�'1 t� •�... cd e' . L. ' . � G,..,��( �. > . . &.. �. — � 4-c File: =!:4"; DOI --- 1 Lv-Ho 35mm Drawing# 1 SHEAR WALL NOTES: SHEA 771 ALL 2ND. STO. EXT. WALLS W/ 15/32" PLYWOOD, BLOCKED NAILED WITH 80 6" 0.C. AT PANEL EDGES 80 ® 10" 0.C. IN F /ELD PLATE TO PLATE NAILING: 160 ® 6" 0.C. TOE NAILING : 160 ® 5" 0.C. UNLESS NOTED OTHERWISE ON THIS SHEET. P21 - INDICATES 15/32" PLYWOOD, BLOCKED AND NAILED WITH 8D ) 4" 0.C. AT PANEL EDGES 8D 10" 0.C. IN FIELD ANCHOR BOLTING : 1/2"0 24" 0.C. UNLESS NOTED OTHERWISE ON THIS SHEET P24 - INDICATES 15/32" PLYWOOD EA. SIDE, BLOCKED NA /LED WITH 80 ® 3" 0.C. AT PANEL EDGES INTO 3XSTUDS & PLA TES 80 g 10" 0.C. IN FIELD ANCHOR BOLTING : ATTACH ALL HOLDOWNS AND STRAPS TO TRIPLE STUDS, 6x OR GREATER MEMBERS, USING S/MPSON SPECIFICATIONS OR EQUAL. 1/2 "g 12" O.C. JUL 2 5 ?fO?. PEFil,11T (;mot rr,. 171 11 a Aaaacursa •2:0+ 2' +-53 July 22, 2002 CITY OF TUKW1LLA BUILDING DEPT. Attn.: Dan Larson, Building inspector 6300 Southcenter Boulevard Tukwilia, WA 98188 FILE COPY T I RE: Amended plywood shear walls for 2 story Garage at Eric Robb residence Dear Mr. Larson: Please find the changes, modifications and amendments I have been asked to address by the project owner in my revised engineering sheets. Included in the revised submittal Is a drawing, Det.x showing the effected framing details. Should you have any questions, please feel free to contact our office © (253) 874 -9323. Sincerely, RJN & ASSOCIATES Roddy J. Notten, P.E. cc.: Bill Babb, Dreamcraft Homes, Inc. prvoinq z Ct�Y (1 ttitY,40 r RJN & Associates 1220 So. 356th Street, suite A -3 Federal Way, WA 98003 CITY OF TUKWILA JUL 2 5 2002 PERMIT CENTER 10)-1't' C• ROBB RESIDENCE 8550 Southcenter Blvd. Tukwilla, WA 98188 Changes to permit #: D01 -148 RJN & Associates 1220 South 358th St., suite A -3 Federal Way, WA 98003 (253) 874 -9323 Page 1 of 1 Item: Change as requ ested by Building inspector /owner A Additional sill plate Mocking and studs at panel edges (see drawing Det.X) B Added bolting patterns for P -21 8 P -24 Shear wails (see dnawina Pet. X) C Modified 8x8 Headers (see drawing Det.X) D See note pertainingto square washers on dv.g. CIr}R C JUL 2 5 2002 PERMIT CE N r . , ROJECT NAME: New 2 story garage Number: 01010 Tukwilla, WA :LIENT: Kallander Construction 1300 S. 268 St. Des Moines, WA 98198 • STRUCTURAL ENGINEERING CALCULATIONS JURISDICTION: City of Tukwilla Building Department 3- 20-2001 RJN & ASSOCIATES (206) 874 -9323 A multi discipline company 1220 South 356th Street, suite A -3 Federal Way, WA 98003 f42 " !EXPIRES 6/40' J ('t 7 ,,,. MAY 1 6 2001 RJN & ASSOCIATES ROOF LOAD: (concrete tile) lt.wt. conc. tile 10.0 psf s felt paper .3 n 1x4 stripping .8 o 1/2" plywood 1.5 w trusses @ 24" o.c. 2.5 I insulation 1.2 I ceiling 2.5 I miscellaneous 1.2 20.0 psf 25.0 psf 45.0 psf (asphalt shingles) compo shingles 5.0 psf felt paper .3 1/2" plywood 1.5 trusses @ 24" o.c. 2.5 insulation 1.2 ceiling 2.5 miscellaneous 2.0 _ FLOOR LOAD: DESIGN LOADS FOR RESIDENTIAL CONSTRUCTION D.L. sum D.L. D.L. sum D.L. 15.0 psf D.L. sum D.L. L.L. sum T.L. s n 0 w 25.0 psf L.L. sum T.L. 40.0 psf - -= - - - -- L.L. sum T.L. flooring 1.0 3/4" plywood 2.3 2x10 @ 16" o.c. 3.0 insulation 1.0 ceiling 2.5 mech. & electr. 2.0 miscellaneous 3.2 15.0 psf 40.0 psf 55.0 psf RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874-9323 SCALE A SS us- v+. t__ �.( a dL , / 3h J 2 �.... z iA ` SHEET NO ‘a4 / i OF O/ O i CALCULATED BY 4 DATE 44..) CHECKED BY DATE JOB L z NI-c.4- z, / A '- 00 PPAOUCT 204 1 (Sncr SnMS) 20f )P4100) RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874.9323 -. 1. ■ e 2 " 2 JOB ST C� r SHEET NO L2 4 - L' CALCULATED BY DATE - 4 ( ac / et.: i idie F„. cS'r /741 37C / 14-4 f 3 � 5 L OF v/ CHECKED BY DATE SCALE ' / to- it.) , j (t."0 RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874.9323 j/u.z,- wed /s (r" .. 74 'A. ; t 42 7s" 2-7P 1✓ s3 88' -�-. 2 2 W 4 w f sz z/ zi JOB SHEET NO G2 • S OF 0 , C' I CALCULATED BY ,:. DATE 4,,/ f CHECKED BY DATE SCALE Z '- -cptc, t0 ., : --� --� ihD V ii : ✓,. v i. �� . ; �...,�- ...._� ; i k /69 c iS) . RJN & ASSOCIATES 1220 South 356th Street Suite A -3 FEDERAL WAY, WASHINGTON 98003 Telephone & Fax (253) 874.9323 l r 7c. e. a. I iPoa cf-; , A .5 AL. e. w JOB 4 SHEET NO f , ? • 1 D • 4 OF c I I "' � CALCULATED BY l� `� DATE / ° i CHECKED BY DATE SCALE A. - / V ,. 3 sy. x . ! / , 4-z- 6 si B.f KJ /, a ¢I, � 213 I " �4 4 f h H e6o —/ 7 •^' C -'`a 93 + x 2 1 n _ 97:), 03 4.) 1 0 WOOD SHEAR WALL DEStON: WWI weight (pal): 15.0 Nobs: Ft b ft height 8.0 a Hotdowns ere not used, if R-upift la < 1200 be. b. H R-uplit b negWtve, then no gait C. M. Ry ere tom as wells color bean 2ndfba (WS): «kxm re• ton& d.kx= ha.bceb grid inex. e. Holdover type b Slnpaon unless rated otherwise. Input: WWI Lerplh ()td Tot wall Hy Vx v vOL wl Mot rakes. dM C = T Noiddown Component MbN L tine L (Idles) (be) (pit) (ell) (PK) (ft (n (ft (be) (tree) Ubel • 4.00 1.0 12.00 2.14 713 178 15.0 120.0 5704 720 4984 1424 I.STA36 P•20 b 4.00 1.0 12.00 2.14 713 178 15.0 120.0 5704 720 4984 1424 I I c 4.00 1.0 12.00 2.14 713 178 15.0 120.0 5704 720 4984 1424 1 I • 4.50 3.0 12.00 2.14 802 178 15.0 120.0 6417 911 5506 1376 LSTA38 P•20 b 7.50 3.0 12.00 2.14 1337 178 15.0 120.0 10695 2531 8164 1166 I I RJN d ASSOCIATES Roddy Nolen. P1. Dec.6, 1990 ver.1.1 3 p • 195 WOOD SHEAR WALL DESIGN: 2 Wds weight (ps): 15.0 No Ft b ft height 8.0 a tbldowns are not used, it R-i Ht is < 5200 be. b. M R-upfdt Is nog*" then no upift re tIJ c. Mac. Ry ere tam cross weft endor beam a Q 2ndtloo (EMI: r Amn relctont d ttx= ho. bceingridk x U O •. Hakim to is Sinpeon......, unless rated otherwtx. 2 w input: Wall Length aid Totw•II Fix Vx v 1101 wt Mot 2f3Mres. dM C = T How LL Wel L in• L 0 (ba) 0 (Pt) 0M (5-be) (6 01-b3) MO « le• ) I W • 4.00 A 17.50 0.97 222 56 195.0 120.0 1777 1660 97 28 WA P•20 !- b 4.50 A 17.50 0.97 250 56 195.0 120.0 2000 2126 -127 -32 I I W c 4.50 A 17.50 0.97 250 56 195.0 120.0 2000 2120 -127 -32 I I to d d 4.50 A 17.50 0.97 250 56 105.0 120.0 2000 2126 -127 42 I I III • 4.00 B 19.50 0.97 199 50 195.0 120.0 1595 1660 -85 -24 WA P•20 Z b 5.00 B 19.50 0.97 249 50 105.0 120.0 1994 2625 -631 •140 I I g • 10.50 B 19.50 0.97 523 50 195.0 120.0 4187 11576 -7389 -799 I I W m p § ( e WW 6 wZ p RJN 8 ASSOCIATE S Roddy Nolen, P.E. 0ac.6,1990 ver.1.1 File: Do1HH b 35mm Drawing# vo coo cow WO N3 Z ILI W C) co ON C1 t WW g u..O wZ O r • WOOD SHEAR WALL DESIGN: Well weigh (psf): 10.0 Notes: Ft b It height 13.5 a Hoidova a ere not used if R-upifl is < 1200!». b. H Rtipifl ie negative, then no upift. c. Mix. Ry ore from aces wells enact teem 1st. floor (WS): cam reactions d. Hx = ha. We in pfd ins x. a. Hobown We is Sinpeon......, unless noted otherwise. input: Wetl Langlh Old Totaled! Hx Vx v wOl w4 Mot 21311 s. dA C = T Holddawn Component label L lino L (bps) On) 4, (, 40) (ft (It (fl (b (4 1 W,el • 1.75 1.0 5.25 3.39 1129 645 0.0 135.0 15246 138 15108 12087 b 1.75 1.0 5.25 3.39 1129 645 0.0 135.0 15248 138 15108 12087 c 1.75 1.0 5.25 3.39 1129 645 0.0 135.0 15246 138 15108 12087 • 8.00 2.0 16.00 5.52 2761 345 0.0 135.0 37267 2880 34387 4585 b 8.00 2.0 16.00 5.52 2781 345 0.0 135.0 37267 2880 34381 4585 a 4.25 3.0 11.75 2.13 772 182 0.0 135.0 10415 813 9603 2581 b 7.50 3.0 11.75 2.13 1361 182 0.0 135.0 18380 2531 15849 2284 ALTERNATE: (Pte Sher sees in grid 1.0, only in 2.0 3 3.0) Tale inb account roh0on of daptreghm a 8.00 2.0 18.00 8.91 4455 557 120.0 135.0 60138 5440 54696 7293 HDIOA P•24 b 8.00 2.0 16.00 8.91 4455 557 120.0 135.0 60138 5440 54696 7293 I I • 4.25 3.0 11.75 2.13 772 182 120.0 135.0 10415 1535 8880 2388 HPAHD22 P•24 b 7.50 3.0 11.75 2.13 1361 182 120.0 135.0 18380 4781 13599 1943 I I RJN B ASSOCIATES Roddy Noilen, P.E. Dec.6, 1990 ver.1.1 WWI weight OA: Ft to ft height 1st }bar (VW): W000 SHEAR WALL DESIGN: input: Wen Length did Totw•il Hx Vx v WOt. *1 Mot 2/3Mree. dM C = T Hokfdowea Conporeeeat label L ins L (k$) (be) ) (PN) () (fl-be) ((i-be) (11-be) (be) ( leebel • 6.00 A 20.50 2.d2 825 138 375.0 202.5 11142 8930 4212 786 N/A P -21 b 6.50 A 20.50 2.82 894 138 375.0 202.5 12071 8133 3938 656 I I c 4.00 A 20.50 2.82 550 138 375.0 202.5 7428 3080 4348 1242 I I d 4.00 A 20.50 2.82 550 138 375.0 202.5 7428 3080 4348 1242 I I • 11.25 B 31.75 2.82 909 89 375.0 202.5 13489 24383 -10874 -1012 N/A P -21 b 15.00 B 31.75 2.82 1332 89 375.0 202.5 17986 43313 •25327 -1747 I I o 5.50 B 31.76 2.82 489 89 375.0 202.5 6595 5823 772 154 I I Check sheer do b mob 013 aided ow, ended diephr•gMa V• : Vb = 37516 (See sheet Le 4) • 6.00 A 20.60 315 1098 163 375.0 2015 14821 8930 7891 1435 1fAHD22 P -21 b 6.50 A 20.50 3.75 1189 183 375.0 202.5 15056 8133 7923 1320 I I o 4.00 A 20.60 3.75 732 183 375.0 202.5 9861 3080 6801 1943 I I d 4.00 A 20.50 3.75 732 183 375.0 202.5 9881 3080 6801 1943 I I • 11.25 B 31.75 3.75 1329 118 375.0 202.5 17943 24363 -6421 497 WA P -21 b 15.00 B 31.75 3.75 1772 118 375.0 202.5 23924 43313 -19389 -1337 I I c 5,50 B 31.75 3.75 650 118 375.0 2015 8772 5823 2949 590 I I RJN d ASSOCIATES Roddy NoMen. P.E. Dec.8, 1990 ver.i.t 15.0 Noteax 13.5 a HoAiowne are not used, if R-upin is < 1200 bs. b. ft R-uplft is neegee6ve, then no uplift c. iMc. Ry ere torn arcs waelb erxYor been cam realms. d. 1b c= ha. face in gid fees x. e. Hobo** type is Sinpeon , unless noted Aerates. Sheer dare to rotation controls! File: DOIHHb 35mm Drawing# Z I ce W �g 00 �W Nu. W0 a W Z O w Do 0i- Ww Or- CU . Z co U O Z • • CAPACffiES OF SHEARYALLS IN SEISMIC ZONES 3 8 4: cep label Components anchor 16d 16d p it bits. c.c. pl.to pl toenails 213 20 P 312 21 1 402 22 Y 525 23 W 804 24 0 1658 25 0 0 15137 *mod, blocked, W8d @ 6' o.c. @ panel 112 @ 37 6' o.c. 5' o.c. edges and 8d @ 17 o.c. in field. 15/32' plywood, blocked, W8d @ 4' o.c. @ panel edges and 8d @ 17 o.c. in field. 15/37 *mod, blocked, Wad @ 3' o.c. @ panel edges and 8d @ 12' o.c. in geld. 15/37 plywood, blocked, Wed's into 3x studs and plates @ 7 o.c. @ panel edges and 8d @ 17 o.c in the Idd. 15/32 plywood ee. side, blocked, W8d @ 3' o.c. 112' @ 12' 2 rove 2 -170 @ panel edges end 8d @ 17 o.c. in field. 3.1/7 o.c. (Pl. b rim bk.) 15/32' plywood (Stuc I) ee. side, blocked, vi/10d's into 3x studs and plates @ 7 o.c. @ panel edges end 10d @ 12' o.c. In the tiieid. 1/2' @ 24' 4' o.c. Simpson 170 (PI. to rim bk.) 112' @ 24' 3412' o.c. Simpson 170 (PI. to rim bk.) 1/2' @ 18' 2.1/2' o.c. 2 -170 (PI. to rim bk.) 718' @ 18' MIA WA o SHEAR WALL NOTES: SHEATH ALL 2ND. STO. EXT. WALLS W/ 15/32" PLYWOOD, BLOCKED NAILED WITH 80 C 6" 0.C. AT PANEL EDGES 80 g 10" 0.C. IN FIELD PLATE TO PLATE NAILING: 160 0 6" 0.C. TOE NAILING : 160 0 5" 0.C. UNLESS NOTED OTHERWISE ON THIS SHEET 'SHEA TH ALL 1ST. STO. & B5M T. EX T. WALLS W/ 15/32" PLYWOOD BLOCKED NAILED WITH 8D 10 4" 0.C. AT PANEL EDGES INTO 3X STUDS AND PLA TES. 8D g 10" O.C. IN FIELD PLATE TO PLATE NAILING : 16D 0 4" O. C. SIMPSON L70 DBL. TOP PL T TO RIM BLOCK. ANCHOR BOLTING : 1/2 " 0 24" 0.C. UNLESS NOTED OTHERWISE ON THIS SHEET P24 - INDICATES 15/32" PLYWOOD EA. SIDE, BLOCKED NAILED WITH 8D 0 3" 0.C. AT PANEL EDGES INTO 3XSTUDS & PLA TES 80 0 10" 0.C. IN FIELD ANCHOR BOLTING : 1/2 12" 0.C. ATTACH ALL HOLDOWNS AND STRAPS TO TRIPLE STUDS, 6x OR 0 GREATER MEMBERS, USING SIMPSON SPECIFICATIONS OR EQUAL. KELLY CORNWALL, Senior Title Officer MARIE A. PIERCE, Title Officer Unit No. 6 FAX Number 206- 343 -8401 Telephone Number 206 - 343 -1335 0 UO !A First Union Home Equity 0 1:- 3700 Pacific Highway East, #300 Title Order No.: 376647 w 0 Tacoma, Washington 98424 Attention: Jodi tY Customer Ref.: 2251003508 U a A. L. T. A. COMMITMENT 3 W SCHEDULE A Z ! O Effective Date: March 17, 1999, at 8:00 a.m. g 1. Policy(ies) to be issued: 0 t12 O F- Standard (X) Extended ( ) ALTA Loan Policy Amount $30,000.01 to $70,000.00 Premium $ 90.00 V Tax (8.6t) $ 7.74 �!- O !iJ Z U NOTE: THE FORTHCOMING LENDERS POLICY WILL REFLECT THE SPECIFIC O LIABILITY CONTAINED ON THE INSURED DEED OF TRUST. Z G B M RATE Proposed Insured: FIRST UNION HOME EQUITY BANK, its succeseors and assigns 2. The estate or interest in the land described herein and which is covered by this commitment is fee simple. 3. The estate or interest referred to herein is at Date of Commitment vested in: WILLIAM ERIC ROBB, presumptively subject to the community interest of his spouse, if married on or between July 21, 1998, and March 8, 1999 (NOTE: SEE SPECIAL EXCEPTION NUMBER 5 REGARDING EXECUTION OF THE FORTHCOMING DOCUMENT(S) TO BB INSURED). 4. The land referred to in this commitment is situated in the County of King, State of Washington, and described as follows: . As on Schedule A, page 2, attached. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 1201 Third Avenue, Suite 3800 Seattle, Washington 98101 o top "t, MAY 1 6 2001 i '� r, • Al' ' nn /,T % TT T t •• , 1 0, IT T. ,n ,� — The land referred to in this commitment is situated in the county of King, State of Washington, and described as follows: NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. f1 T /7 ' , T nnn7f!Pn7 That portion of the William R. Gilliam Donation Claim No. 40, in Section 23, Township 23 North, Range 4 East. W.M.. in Wing County, Washington. described as follows: Commencing at the southwest corner of Tract 20 of the Plat tntarurban Addition to Seattle, according to the plat thereof recorded in Volume 10 of Plats, page 55, in King County, Washington; thence south 89 °47' east along the south line of said Tract 28, 66 feet to the true point of beginning; thence south 24°25' east, 152 feet, more or lees, to the northwesterly margin of Secondary State Highway No. 1 -Li thence northeasterly along said road margin 178 feet, more or less to its intersection with the south line of said Tract 28; thence north 89 0 47' west along said line to the true point of beginning. Portion W.H. Gilliam DLC No. 40, 23 -23 -04 ._n t t►m A.L.T.A. COMMITMENT SCHEDULE A Page 2 END OP SCHEDULE A Order No. 376647 �x•.n* t nn. nr n . T• t t '�+ ' t •* ^• t.. t (, t.r-t• nT /P `- 1T9ng7,11P97 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. A.L.T.A. COMJ4rn4ENT Schedule B Order No. 376647 T. The following are the requirements to be complied with: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for. record. A. Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. II. Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS: 1. Rights or claims of parties in posscseion not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputed, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for eervices, labor or material heretofore or hereafter furnished, imposed by law and nut shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persona, corporations, governments or other entities, to tide lands, or lands comprising the shoran or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, war.nr, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. C. SPECIAL EXCEPTIONS: AB on Schedule B, attached. , - c) rim �� T ! RR - 7 0 ' 711 IRI 11 11'1171. In I11 nT rT, u' t Tnnn7prtn7 SPECIAL EXCEPTIONS: FORMAT: NOTE FOR INFORMATION PURPOSES ONLY: A.L.T.A. COMMITMENT SC9fP)tTT,R R Page 2 Order No. 376647 EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STA'rui S RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY TILE RECORDER. MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM - 1" ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. RETURN ADDRESS IS ONLY ITEM ALLOWED WITHIN SAID 3" MARGIN. NOTHING WITHIN 1" MARGINS. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 0 1/2" BY 14 ". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS; PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON TEE FIRST PAGE: RETURN ADDRESS, WHICH MAY APPEAR WITHIN THE UPPER LEFT HAND 3" MARGIN. TITLE OR TITLES OF flOCUMENT. IF ASSIGNMENT OR RECONVEYANCE, REFERENCE TO RECORDING NUMBER OF SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S) AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGES, IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME, OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S). n t wn (continued) ■ nT ,('i ui 1 T(lflfl -� Mornrr SPECIAL EXCEPTIONS (continued): A.L.T.A. COMMITMENT SCHEDULE B Page 3 1. Agreements, Conditions, Covenants, Easements, Reservations, Restrictions, Matters pertaining to boundary ianucs, and Servitudes of any nature whatsoever affecting said lands including, but not limited to, those which appear in the public records. 2. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: • 1998 TAX ACCOUNT NUMBER: 000320- 0019 -02 LEVY CODE: 2380 DELINQUENT GENERAL TAXES: AMOUNT KILLED: AMOUNT PAID: AMOUNT DUE: • 3. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1 . , IF UNPAID: SECOND HALF' DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 1999 TAX ACCOUNT NUMBER: 000320- 0019 -02 LEVY CODE: 2380 CURRENT ASSESSED VALUE: GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: GRANTOR: TRUSTEE: BENEFICIARY: • -••., $1,134.26 $ 0.00 $1,124.26 PLUS INTEREST Land: $ 30,000.00 Improvements: $160,000.00 $3,062.11 • $ 0.00 $3,062.11 4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: William E. Robb, a single person T.n. Service Company, Washington Western Sunrise aka Crossland Mortgage Corp. (continued) Order No. 376647 A.L.T.A. COMMITMENT SCHEDULE B Page 4 AMOUNT: $154,000.00 DATED: January 23, 1999 RECORDED: January 29, 1999 RECORDING NUMBER: 9901291169 Order No. 376647 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 5. QUESTION.OP THE EXISTKNCE OP AN "AUTOMATIC HOMESTEAD ": If the subject property ie, or will be, the residence of a marital community, even though the interest therein may be intended to be the separate property of either spouse. execution of the proposed encumbrance, conveyance or contract to convey must be by both husband and wife. pursuant to R.C.W. 6.13, which provides for an "automatic homestead ", and R.C.H. 26.16.030. 6. t4allera which may be disclosed by a search of the records against the name of the spouse of William Eric Robb, if married on or between July 21, 1998, and March 8, 1999. NOTE 1: The records of King County and /or our inspection indicate that the address of the improvement located on paid land is: 6550 South 154th Tukwila, Washington 98188. NOTE 2: Upon notification of cancellation, there will he a minimum cancellation fee of $50.00 plus tax of $4.30. Title to this property was examined by: Nancy Nash END OP SCHEDULE B Any inquiries should be directed to one of the title officers set torth in Schedule A. NN /ed /8939P !!! r Tnfln7non7 ,_n r rein n•.nT , nn OT n -i'ir "Ir ^ ....- .. T.in t',-' October 23, 2001 Mr. Tom Kallander 1300 South 268th Street Des Moines, WA 98198 RE: Letter of Incomplete Application #1 to Correction Letter in Development Permit Application Number 1701 -146 6550 Sonthcenter Boulevard Dear Mr. Kallander: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 17, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Associate Planner at (206)431 -3670, if you have any questions regarding the attached memo. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must he made in person and will not be accepted through the until or by n messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 - 7I65. Sincerely, I / / • Stefania Spencer Permit Technician end File: Permit File No. D0I -I46 City of Tukwila Department of Community Development Steve Lancaster, Director Steven 44. ('t l ullet, Mayor 6300 .S(uutlrcenter Boulevard, .Suite 11100 • Tukwila, Washington 08188 • Phone: 206 -431 -3670 • lay: 206-431-3665 DATE: APPLICANT: RE: ADDRESS: Background: cc: Bob Benedicto City of Tukwila Department of Community Development Steve Lancaster, Director Please provide the following: PLANNING DIVISION COMMENTS October 18, 2001 Eric Robb Accessory Building (D01 -146) 6550 Southcenter Blvd Parcel No. 0000320 -0019 Response to Correction Ltr #2 (October 17, 2001) Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. We are in receipt of your October 17, 2001 revisions. Your application is incomplete. Your lot is 10,373 square feet in size. Your existing residence has a footprint that is 2,030 square feet in size. The proposed accessory structure has a footprint that will be 960 square feet in size. Therefore, the total footprint for all buildings will be 2,990 square feet in size. Per TMC 18.10.057, the maximum total area for all building footprints is 30.16% of that lot (3,128 square feet in size). This portion of your proposal is acceptable. Your plans indicate that the top floor of the proposed building will be used as a future accessory dwelling unit. The total square footage of the existing residence (both floors) is 3,710 square feet. The proposed size of the accessory dwelling unit is 960 square feet. This portion of your proposal is acceptable as it meets the requirements of TMC 18.10.030(2) (a unit may not exceed 1,000 square feet or 33% of the primary residence, whichever is less). However, per TMC 18.10.030(2), accessory dwelling units must be incorporated into the primary residence. They may not exist as a separate structure. We have reviewed your October 17th plans with Bob Benedicto, Senior Plans Examiner. Based on his review, these plans still propose a breezeway between the existing house and the proposed garage. No walls have been designed for the hallway area between the house and garage. As such, your plans still propose a separate structure. 1. A revised plan view showing the walls of the hallway that will connect the garage to the existing residence. 2. Revised elevations showing the walls of the hallway. 3. Construction details for the hallway. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 File: D01- ILILD 35mm Drawing# LI I 1 h.j t.O y0 co Lq.4wo CO 8 iJ WZ O 2 Deborah Ritter City Of Tukwila 6300 Southcenter Blvd. Tukwila, WA 9S 1 SS October 16, 2001 Deborah Ritter: Per our conversation two weeks ago we have revised the plans for proposed addition and are resubmittint!. for a permit. Two story addition: Footprint of 960 sq ft. Lower level is garage: 960 sq ft. l'pper level is to be future accessory dwelling unit: 960 sq ft. Your assistance is greatly appreciated. Eric Robb 6550 Southcenter Blvd. August 9, 2001 Tom Kallander 1300 South 268th Street Des Moines, WA 98198 RE: CORRECTION LETTER #2 Development Permit Application Number D01 -146 Robb Residence 6550 Southcenter BI Dear Mr. Kallander: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Planning Division. At this time, the Fire Department and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. I f you have any questions, please contact me at (206)431 -3672. Sincerely, LfJtLedtctCc X12' el Brenda Holt Permit Coordinator encl xc: File No. D01 -146 City of Tukwila Department of Community Development Steve Lancaster, Director 0300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 20b- 431 -3b70 • Fax: 200 - 431 -3b05 Steven M. Mullet, Mayor CITY OF TUKVVILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION z Date: August 3, 2001 rz Project Name: Eric Robb 6 D Application #: DO1 -146 o Plan Reviewer: Bob Benedicto v W Re: Response to revision submittal NO. II, & Letter of !9 July 2001, Kallander Construction Company. �' o w PLAN REVIEW COMMENTS u . a 1) Every building must be classified by the building official according to its use w z or the character of its occupancy. Based upon the designated uses (shown o on the plans) the garage area (including shop area) is considered a Group U, w al Division 1, (private garage) occupancy. The second floor that is noted as 2 o storage, would be a Group S, Division 1 (moderate hazard storage) o (n occupancy. The classifications so determined will result in the following at- requirements: w w L a) A one -hour fire resistive occupancy separation is required between the Ili z first and second floor level. The stairwell leading to the second floor ()D- will have to be separated and the access to this stairwell will need to z be protected by a one -hour fire resistive assembly with self - closing hardware. b) The South wall (facing the existing dwelling) is less than 20 -feet from the existing dwelling and therefore must be of one -hour fire resistive construction. Openings in this wall are less than 10 -feet from the existing dwelling and therefore must be protected by 3 /4hr. fire resistive assemblies. c) A parapet is required on the South wall of the new building. UBC 709.4 In response to these comments, the owner has elected to change the second floor usage to "future living space': This designates the garage portion as a Group U, Division 1 Occupancy, and the "Future living space" as a Group R, Division 3 Occupancy. Consequently, the following requirements will apply: • The ceiling of the garage /shop area must be protected (on the garage side) as required for one hour fire resistive construction. Due to the fact that SCI JOISTS are to be used, the one hour protection is specified by the August 3, 2001 Eric Robb Residence DO1 -146 Page 2 • manufacturer as follows: Two layers of 5/8" Type 'X "gypsum wallboard applied perpendicular to the joists, with joints between layers staggered 24 inches. In addition, the structural members that support this floor /ceiling assembly must be protected by at least one layer 5/8" Type "X" gypsum wallboard. • The stair access to the living space must be separated from the garage /shop area. Provide an occupancy separation around the stairway and provide a door access with a 1-3/8" sold wood door with self closing hardware and latching device. The occupancy separation may consist of a wood frame wall with 5/8" Type 'X "gypsum wallboard on the garage side only. 2) Re: Exterior stairway serving the second floor: At least one intermediate landing shall be provided for each 12 -feet of vertical stairway rise measured between the horizontal planes of adjacent landings. Show all dimensions of landing and include proposed structural framing on plans. • The stair section remains with a vertical rise of 13' -4': This is contrary to code requirements. Please review and provide an alternate design that meets code requirements. 3) The truss manufacturer has designated connection and bracing requirements for the roof trusses. Specify (on the plans) the mechanical connection to be used to connect each truss to plate. See Note #6. Specify the proposed bottom chord bracing to be used. See truss specifications. • The truss specifications require bottom chord bracing of a rigid ceiling directly applied or 8-2-11 o. c. bracing. Determine which method you desire to use, and note this on the plans along with the proposed material (to be used), • Note number 6 of the truss specifications calls for a mechanical connection of truss to bearing plate capable of withstanding 303 LB uplift at joint 2 and 303 LB uplift at joint 6. Specify on the plans the manufacturer and the model of the mechanical connection that will meet this requirement. 4) The 2x6 studs at the first floor bearing walls are limited to 10 -feet of height between points of lateral support. The building cross section shows August 3, 2001 Eric Robb Residence DO1 -146 Page 3 approximately 12 -feet of unsupported height. Provide an analysis to justify this additional height, or provide for lateral support at the 10 -foot height. • The structural calculations consider the 13' -6" wall height in the lateral analysis for wind loading. It does not qualify the stud framing to exceed the code limit of 10 -feet without lateral support. Please have the engineer address the wood studs on the first floor only. End/ second review. City of Tukwila Steven 1W. ,L1ul1et, Mayor Department of Community Development Steve Lancaster. Director PLANNING DIVISION COMMENTS DATE: July 26, 2001 APPLICANT: Eric Robb RE: Accessory Building for Garage /Storage (001 -146) ADDRESS: 6550 Southcenter Blvd Parcel No. 0000320 -0019 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206- 431 -3663. We are in receipt of your July 24, 2001 correction. Your application has been denied. We have the following comments: 1. The plans for the existing house, which you submitted on May 16th, are dimensioned at 44 feet deep and 68 feet wide, using a scale of 1/16 inch equals one foot. This is a two story house. You did not dimension the deck. As a result, using the dimensions and scale that you provided to us, the total square footage of the house (two floors and one deck) we arrived at 6,480 square feet. Although you have since indicated that the total square footage of the house is 3,360 you have never provided any supporting documentation nor have you corrected your dimensioned and scaled plans. In an effort to clarify this discrepancy, we contacted the King County Assessor's office on July 25th. King County confirmed that there are two floors, each 1,680 square feet in size with a 350 square foot deck. This brings the size of the house (two floors and one deck) to 3,710 square feet, not 3,360 square feet as you have indicated. 2. The proposed size of the new garage (dimensioned at 24 feet deep and 44 feet wide) is 2,112 square feet. When added to the size of the existing house (2,112 s.f. + 3,710 s.f.) the total square footage for all floors of all structures is 5,822. Based on a lot size of 10,373 square feet, the Floor Area Ratio of all existing and proposed structures is 56 %. The maximum is 50% in this zone. This means that the size of the garage (both floors) may not exceed 1,477 square feet in size, not 2,112 square feet as you have proposed. 3. You have indicated that you may wish to develop the top floor of the proposed garage into an accessory dwelling unit. Although there is a proposed breezeway between the new garage and the existing house, the garage is considered to be a separate structure from the house. The size of the proposed accessory unit (top floor) is 1,056 square feet. Per TMC 18.10.030(2) attached, accessory dwelling units must be incorporated into the primary residence. They may not exist as a separate structure. The size of the dwelling unit may not exceed 1,000 square feet or 33% of the primary residence, whichever is less. An accessory dwelling unit cannot be approved as currently proposed. n300 .Southcenter Boulevard, Suite .100 • Tukwila. Washington 08/88 • Phone: 200 -431 -3n70 • I:r \: 20n -131 3on5 Eric Robb D01 -146 July 26, 2001 5. Per TMC 18.10.030(4) the total floor area for all garages on the site may not exceed 1,500 square feet. Per TMC 18.10.030(5), the total floor area for all storage sheds may not exceed 1,000 square feet. In an earlier submittal, you indicated that the top floor would be z devoted to storage. Since this area is 1,056 square feet in size, it is too large as currently t proposed. iii ce a In summary, you have the following options: � v U • Resubmit your proposal for structure that will be used as a garage and for storage that is 0 CO W ult no more than 1,477 square feet in size (total of both floors). The storage area in that u� structure may not exceed 1,000 square feet. N LL W O • Resubmit your proposal for an accessory dwelling unit by creating an addition to the 2 existing house. This addition must be subject to Uniform Building Code standards. The g 5 total Floor Area Ratio may not exceed 50 %. Thus as indicated above, given the lot size of u.. 10,373 square feet, the total of square feet of all floors of all structures may not exceed N d 5,187 square feet. The existing structure is 3,710 square feet, meaning that a two -story W addition could be a maximum of 1 ,477 square feet (both floors) z • Delay your proposal in anticipation of a change in the code requirements. Proposed code V2 changes regarding Floor Area Ratio are currently pending before the Planning ? o Commission. Instead of a Floor Area calculation, the Commission is proposing that the maximum footprint of all structures on a residential lot be limited to a percentage of that lot, § : based on a sliding scale. Under the current time frame, the ordinance should be going to W the City Council in September for their review and decision. The Planner who is t W coordinating these changes is Minnie Dhaliwal who can be reached at 206-431-3685 for p more details. 6 p July 19, 2001 KA L L.-1 NDER CONSTRUCTION COMPANY 1300 S. 268th St. DesMoines, WA 98198 (206) 660 -5185 City of Tukwila Dept. of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: REVISION SUBMITTAL NO. [I, ROBB RESIDENCE, PERMIT FILE # D01 -146 The following information was requested in your letter dated June 27, 2001: 1. Floor area ratio discrepancy (Planning Division Comments) 2. Plan review requirements based on designated occupancy 3. Additional information required by Public Works PLANNING DIVISION RESPONSE As stated in the first revision submittal, the existing house has a total of 3,360 sq ft. The Planning Division somehow calculated that the total house square footage is 6,480sq ft., and Planning therefore denied the permit request. Please note the actual square footage as stated in the first revision, which added together with the proposed garage falls within the allowed Floor Area Ratio for this parcel. Therefore, please reinstate the application. PLAN REVIEW RESPONSE After meeting with Mr. Benedicto, the owner has changed the second floor usage as future living space. Therefore as per my conversation with Mr. Benedicto, the requirements for parapet and one hour are no longer applicable. The mechanical connections as required are shown on the plans and clouded, as is the bottom chord bracing method as requested. Item number four addresses the lack of lateral support. The 2nd page of the stnictural calculations that accompanied the original application has a lateral analysis that allows for 13' -6" of height on the first floor with 1/2" sheathing. The sheathing has been clarified on the revised drawing. OCR r O RC271Q ` 1 I - �_ 4 D0/4-/ ( PUBLIC WORKS RESPONSE After meeting with Ms. Mosqueda, and her personnal site visit, it was determined that much of the requested information is no longer required. The missing information listed has been added to the site plan. Thank you for so willingly meeting with the owner and myself, and working through the requirements. Sin erely, cc: Eric Robb (owner) LLA I DER CONSTRUCTION COMPANY Tom Kallander June 27, 2001 Tom Kallander 1300 South 268th Street Des Moines, WA 98198 Dear Mr. Kallander: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D01 -146 Robb Residence 6550 Southcenter 131 This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the .same time and reflected on your drawings. 1 have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not he accepted throueh the mail or by a messenger service. 1 f you have any questions, please contact me at (206)431 -3672. Sincerely, encl Brenda Holt Permit Coordinator xc: File No. D01 -146 0300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Date: June 26, 2001 Project Name: Eric Robb Application #: D01 -146 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 1) Every building must be classified by the building official according to its use or the character of its occupancy. Based upon the designated uses (shown on the plans) the garage area (including shop area) is considered a Group U, Division 1, (private garage) occupancy. The second floor that is noted as storage, would be a Group S, Division 1 (moderate hazard storage) occupancy. The classifications so determined will result in the following requirements: a) A one -hour fire resistive occupancy separation is required between the first and second floor level. The stairwell leading to the second floor will have to be separated and the access to this stairwell will need to be protected by a one -hour fire resistive assembly with self - closing hardware. b) The South wall (facing the existing dwelling) is less than 20 -feet from the existing dwelling and therefore must be of one -hour fire resistive construction. Openings in this wall are less than 10 -feet from the existing dwelling and therefore must be protected by 3 /4hr. fire resistive assemblies. c) A parapet is required on the South wall of the new building. UBC 709.4 2) Re: Exterior stairway serving the second floor: At least one intermediate landing shall be provided for each 12 -feet of vertical stairway rise measured between the horizontal planes of adjacent landings. Show all dimensions of landing and include proposed structural framing on plans. 3) The truss manufacturer has designated connection and bracing requirements for the roof trusses. Specify (on the plans) the mechanical connection to be used to connect each truss to plate. See Note #6. Specify the proposed bottom chord bracing to be used. See truss specifications. Page 2, Plan review comments D01 -146 4) The 2x6 studs at the first floor bearing walls are limited to 10 -feet of height between points of lateral support. The building cross section shows approximately 12 -feet of unsupported height. Provide an analysis to justify this additional height, or provide for lateral support at the 10 -foot height. End /initial review. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Eric Robb File #: D01 -146 6550 Southcenter Blvd. Date: 06.11.01 Reviewer: L. Jill Mosqueda, P The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. Please provide the information indicated on the attached three sheets. 2. The City will require your access to be paved for at least 20' onto your property from the property line. The access width at the property line shall be 10' minimum or 20' maximum. Maximum slope for the access is 15 %. Projects /SFR /D01 -146 robb comm 1 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 DATE: June 5, 2001 APPLICANT: Eric Robb RE: Accessory Building for Garage /Storage (D01 -146) ADDRESS: 6550 Southcenter Blvd Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. city of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS We are in receipt of your May 31, 2001 resubmittal. Your application has been denied. In response to our May 16th comment, you provided information regarding the space allocation in the proposed garage. However, you did not disclose that the existing house has two full stories nor did you provide the total floor area for all floors of the house. Per TMC 18.06.325 "floor area" means the sum of the gross horizontal areas of the floors of a building or buildings, measured from the exterior walls and from the centerline of division walls. Floor area includes basement space, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces with headroom of 7 feet 6 inches or more, penthouse floors, interior balconies and mezzanines, enclosed porches, and malls. Floor area shall not include accessory water tanks and cooling towers, mechanical equipment or attic spaces with headroom of less than 7 feet 6 inches, exterior steps or stairs, terraces, breezeways and open spaces. Based on the site plan you have submitted, the total floor area of the house (including a balcony located on the south elevation) is approximately 6,480 square feet. The performance standards for the LDR zone in which the property is located include a 50% Floor Area Ratio maximum for all structures (TMC 18.10.060). Per TMC 18.06.330 "Floor Area Ratio" means the total floor area of a building(s) on a site divided by the total site area. Divided by the size of the parcel (10,373 s.f.), the existing Floor Area Ratio is 63 %. The maximum Floor Area Ratio for this zone is 50 %. As a result, no additional structures will be allowed on the parcel. Steven M. Mullet, Mayor May 17, 2001 Tom Kallander 1300 South 268th Street Des Moines, WA 98198 RE: Dear Mr. Kallander: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 15, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. �O w U ON O � w The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision u. block. If your revision does not require revised plans but requires additional reports or other tii documentation, please submit four (4) copies of each document. U O Planning Division: Deb Ritter, Associate Planner, at (206)431 -3663, if you have any questions regarding the attached. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions mist be made in person and will not he accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, city of Tukwila Department of Community Development Letter of Incomplete Application #1 Development Permit Application Number D01 -146 Robb Residence — Detached Garage 6550 Southcenter BI Brenda Holt Permit Coordinator encl File: Permit File No. D01 -146 Steven Al. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 N LL wO Lt. < co 3 City of Tukw'ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director DATE: May 16, 2001 APPLICANT: Eric Robb RE: Accessory Building for Garage /Storage (D01 -146) ADDRESS: 6550 Southcenter Blvd Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. Your application has been found to be incomplete. We have the following comments. 1. The property is located in the Low Density Residential (LDR) zone. Per TMC 18.10.030 the total floor area for all garage areas on the site may not exceed 1,500 square feet and the total floor area for all storage sheds may not exceed 1,000 square feet. The total size of the proposed building is 1,056 square feet. Please provide the square footages for each of the following areas in the proposed building: garage, storage and shop. Additionally, please show the size in square feet of the existing garage. 2. The performance standards for the LDR zone include a 50% Floor Area Ratio ( "FAR ") maximum for all structures (TMC 18.10.060). The lot is 10,373 square feet in size. You have not provided the total floor area of all existing and proposed structures on the site. In order to proceed with your proposal you must demonstrate that the FAR is 50% or less. Please note: per TMC 18.06.430, no home occupation shall be conducted in any accessory building. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 ti4 PLANNING DIVISION COMMENTS City Of Tukwila PUBLIC WORKS DEPARTMENT 206 -433 -0179 SINGLE FAMILY RESIDENCE CIVIL DRAWINGS GUIDELINES Provide the Grading Plan /Drainage Plan and the Combined Utility Plan on MAXIMUM 22" X 34" paper. Combining the plans onto one sheet is acceptable, if all information can be shown clearly. Show the followinq on each plan sheet: North arrow tale (usually 1"=20') Project Name Property address Streets, street names and closest intersection ,r' Easements, Rights -of -way ❑ Width ❑ Distance from structures C! Access to easement or right -of -way ,.c Property lines and dimensions Footprints of all existing and proposed structures Retaining walls, rockeries and other structures of that sort 'Structures outside the property boundaries and within 15' of the property lines v () t.- LA vV'% i Page 4 of 7 o6 )4, P • Show ths following on the Grading and Drainage Plan: Clearing limits Cr' Existing contours at 2' intervals Proposed contours at 2' intervals ❑ Reference point for the contours (Assumed is acceptable, except projects in or near FEMA floodplain require NGVD 1929 datum) ❑ Existing and proposed onsite drainage, including ditches ❑ Locations, materials, sizes, slopes and lengths for proposed storm drainage ❑ Cross sections for trenches, drainage pits, french drains, etc. ❑ Fill material description and quantity roposed location of stockpiles and material description (a' Access and driveway. ❑ Pavement cross - section showing depth of subgrade and depth of surface material. Cross section should provide material description, also. Ca Show locations, specifications and cross sections of temporary erosion control plan. This requirement depends on your specific site. Check with a Public Works engineer before including this on the plan. It information for permanent stabilization of exposed ground. This can be a note on the drawings or a separate written description describing how the ground will be permanently stabilized and WHEN. ❑ Show any of the following which apply: 1. 100 -year flood plain delineation. Only if applies to your site. 2. Outline of sensitive areas and associated buffers 3. Sensitive areas, water courses, lakes, wetlands, etc. within 1 /4 mile downstream of the property boundaries A word about grading, drainage and access: • Infiltration is the preferred storm drainage design for your new house, garage, shed, driveway and other impervious surfaces. For infiltration methods, you must supply the results of a percolation test performed where you expect to install the infiltration. A City percolation test report form is enclosed. • Pipes with slopes over 15% must be anchored • Water quality pipes must be of concrete There is usually one access per single family residence. The access width at the property line must be between 10' -20'. Driveway slopes can be up to a maximum of 15 %. Turning radii where the driveway meets the street must be 5'. The driveway must be paved at least the first 20' from the property line.. The paving must be matched from property line to the street. City Of Tukwila PUBLIC WORKS DEPARTMENT 206 - 433 -0179 SINGLE FAMILY RESIDENCE Page 5 of 7 • f Lx 123 a tLa r c. N bPk�+x tiiGcr%2: fi` t't INOiCAi t� CCLSINC TOPCCRAPHY AT 2' INTERVAL h V 57th AVE S S I O EWALX S.+:4TT.k•' SEWER t:A1N STO -4 OP.AIs �, 25' (O.S.) C::.+.N OUT (�_.C. ) c C.S. 5,1.E A . •, 'Y=\ I I5' A 1 4;N v C � , I � 5 K I ;; i ii J 1 , STC =4 ., +:N (S.:.; ; j a -- PROPOSE TOP OCRA,P: Y AT 2' INTER/AL- INV.c 155.23 N01C.A 'E AT ' ..°.AJN C. City of L k'l LJ' l a iA2' 200 I 5:2 F. Irv: ct. - 7.: A is / +'w,3: • 10' uIN -20 u* .x WATER WAIN J I • rJ F 52'C2n ti , f I NOTES: 1. CONSTRUCTION S:- .. BE IN ACC.0,R.^,A Z W(iri THE C^' OF iUKWtL. INF •..STRUCTJR ANC CONSTRUCTION STANOAR_ ?. DOWN SPOUT GRAINS TO CONNECT 1,4INIUUI.1 5' CCWN Si- + OF irccnNG 0R11NS. 3. SHOW ALL ``EI STING RIPE Si S. SICS'wAi_C OWENS :ONS, r« RESIDENTIAL UTIIIT' SITE ?L..k. YQ Y * P . 0 1NV. 157.50 2A' DEPARTMENTS: zerb Building ciivi� i Pub Wor s PLAN REVIEWIRAW‘1G SLIP ACTIVITY NUMBER: D01 -146 DATE: 07 -26 -02 PROJECT NAME: ROBB RESIDENCE SITE ADDRESS: 6550 SOUTHCENTER BLVD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Is Issued Pia nkt I a' Fire Prevention 9 Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Q Incomplete ❑ Comments: TUES/THURS ROUTING: Please Route Di Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: ePie 1 O r Planning Division Q oz Permit Coordinator DUE DATE: 7 -30-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 08 -27-02 Approved ❑ Approved with Conditions [SJ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents routing slip.doc 2.28 -02 PERMIT COORD COPY DATE: ACTIVITY NUMBER: D01 -146 PROJECT NAME: ERIC ROBB RESIDENCE SITE ADDRESS: 6550 SOUTHCENTER BOULEVARD Original Plan Submittal Response to Correction Letter # DATE: 04 -01 -02 Response to Incomplete Letter # X Revision # I After Permit Is Issued DEPARTMENTS: Building Division kivc. rwl Public Wor s ILJ - z - o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ APPROVALS OR CORRECTIONS: Approved Notation: Documents/touting slip.doc 2 -28 -02 � I COORD COPY PLAN REVIEW /ROUTING SUP Approved with Conditions Fire Pr venti n 2. Structural Incomplete TUES/THURS ROUTING: Please Route (Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: "'WIT COORD Planning ivision ,t/ L4 (fL Permit Coordinator DUE DATE: 4 -02 -02 Not Applicable ❑ Comments: LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 4-30-02 ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -146 PROJECT NAME: ROBB RESIDENCE SITE ADDRESS: 6550 SOUTHCENTER BOULEVARD Original Plan Submittal Response to Correction Letter # DATE: 10 -29 -01 XX Response to Incomplete Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Build► 'ivision tS.J kw& Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IT Comments: TUES/THURS ROUTING: Please Route PERMIT COORD CC, PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 C • n DUE DATE: 10-30-01 No further Review Required DATE: DUE DATE 11 -27 -01 Not Approved (attach comments) DATE: Plann'f �� vision (T1 't a Permit Coordinator Not Applicable n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -146 DATE: 07 -24 -01 PROJECT NAME: ROBB RESIDENCE SITE ADDRESS: 6550 SOUTHCENTER BL SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision # AFTER Permit Is Issued DEPARTMENTS: Bull ing Division uvf>�ltG+ t)-3--of Public Works 111 t- R-4-o PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETEN : (Tues., Thurs.) Completed Incomplete Q Comments: TUES/THURS ROUTING: Please Route Er Structural Review Required n C REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Fi REVIEWER'S INIT ALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions n REVIEWER'S INITIALS: vU O TI IX DUE DATE: 07-26-01 Not Applicable C No further Review Required DUE DATE 08 -23 -01 Not Approved (attach comments) DATE: nning Division �-- 1 Permit Coordinator 1-26'0* Not Approved (attach comments) II DUE DATE DATE: DEPARTMENTS: ��6 Bur ing Division Fire Prevention t VZ/r0 (0_ G -S�vl Public Works Structural ACTIVITY NUMBER D01 -146 DATE: 05 -31 -01 PROJECT NAME: ERIC ROBB SITE ADDRESS: 6550 SOUTHCENTER BLV SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions r7 Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: V9 11111 ux PLAN REVIEW /ROUTING SLIP Incomplete ri n Plan Division El (CIA a 6 -5 Permit Coordinator mir DUE DATE: 06-05-01 Not Applicable Fi No further Review Required Fl DATE: DUE DATE 07 -03-01 DATE: DUE DATE Approved with Conditions Not Approved (attach comments) DATE: )dO3 aj000 I1lAEId ACTIVITY NUMBER D01 -146 DATE: 05 -16 -01 PROJECT NAME: ERIC ROBB SITE ADDRESS: 6550 SOUTHCENTER BLV SUITE NO: Original Plan Submittal Response to Incomplete Letter It DEPARTMENTS: Building Division Public Works Complete Comments: Approved VliFLOU 11)NK Seri PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision it AFTER Permit Is Issued I 1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route Fi Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C u b Planning Division 2" 61e 4 e4 Permit Coordinator Alp DUE DATE: 05- -0 Not Applicable LI id/Li ILMIMIMENIFF TUES/THURS ROUTING: No further Review Required DATE: ANY REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE 06-14-01 Not Approved (attach comments) a•• n DATE: DUE DATE Not Approved (attach comments) DATE: Revision I Date No. Received Staff f Initials ` I Revision I No. ( Date • Staff Received Initials Date I Issued Staff Initials Summary of Revision: , ,„10 . _ c . Summary of Revision: 11 .,e ..fit 41. 4Z 4/ • . • Received By: de/ _ S ?2r ' Received By: ,./(__ 5-re�, Revision I Date No. Received Staff f Initials ` I Date Issued Staff Initials 2 f ? -zs -vz I I,t Summary of Revision: , ,„10 . _ c . ■ 1/ = - J . sue. TV Z i2 oeesfilecrrr Cis/ ` Received By: de/ _ S ?2r ' Revision No. Date Received Staff I Initials Date Issued ! I Staff Initials Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date Received j I Staff 1 Initials ; - Date Issued ! Staff Initials Summary of Revision: Received By: PROJECT NAME: E". 'C /6 . � PERM 0:. A//4', Site Address: 6.3'..S! �durireeetreie •triad - --- Original „sue Date: Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued tplease print) (please print) • (please print) (please print) please print Staff Initials h c4 2 00 CD Ili to O N lJL W O } LL CO CJ Z 1.11 uj z O U � ON CI I— W W M al U O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ 74,1 3 Plan Check/Permit Number: 13 l --- /6 0 Response to Incomplete Letter # 0 Response to Correction Letter # [J' Revision # after Permit is Issued Project Name: h'PJJ4 Project Address: Co Contact Person: 4' /C."d -" �; r �= r - /' Phone Number: Summary of Revision: 6> RECEIVED CITY OF TUKWILA 441_5_211i12__ PERIMrCEvrEr -- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: El Entered in Sierra on 08/30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fat, etc. Date: / / n: ® Response to Incomplete Letter # _1 O Response to Correction Letter # O Revision # after Permit is Issued Project Name: Robb Residence City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Address: 6550 Southcenter Boulevard Plan Check/Permit Number: D01 -146 Contact Person: Tom Kallander Phone Number: *r S ummary of Revision: £'c , p l.�F�q�v.;�,Ya�j,.� ��,�� ,,e( A•41.4 l‘.1/7 RECEIVED OO I4WI ITGtrrtER Sheet Number(s): . ,, , 7 i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on /e) - -,2 "`q 10/23/01 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /O//7/2 0 Response to Incomplete Letter # ® Response to Correction Letter # 2 0 Revision # after Permit is Issued Project Name: ROBB RESIDENCE Project Address: 6550 Southcenter BI Contact Person: Tom Kallander Summary of Revision: Adel +r .sS Plan Check/Permit Number: DO 1 -146 Sheet Number(s): /� 7 8 9 / // "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on -77-0 Phone Number: 233- e39 -5333 OaSc. , CdSc1/P:e' 7 yes CITY OF" T V'" PERMIT CENTER 08/09/01 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: j..,k1 19 2°01 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Name: ROBB RESIDENCE Project Address: 6550 Southcenter BI Contact Person: Tom Kallander Summary of Revision: . 0 265 Plan Check/Permit Number: DO 1 -146 Phone Number: (o) 6. — 1 I( s t rte -2. Ai5 t s S I rV ( N rOteAt ON *cid 0 2 Ct-cfg.. IFtcWilliVS Pl7-c)• P rVN1!J S /Oku 404"e PvI L c- ,J0 /I-PS t26( Ec..J, (4JCLV4i.4! FLOOR- ,4-r - * RA 2•u lL E —6 ES l 4 T7 or 5 " c s C c r u J / f c o a e - P-4-0-1 s: / 2 . 4 -E 4 6 77:, /' 7 u g- b ✓( . 43 5, -c- r 5pv-c flora, I b - c rails Aivo 01 new* (-- i N Frile-m.1A-__' - I iry 0 ti' St E Sheet Number(s): "Cloud" or highlight all areas of revision occluding date of revision Received at the City of Tukwila Permit Center by: ��Gj' i" Entered in Sierra on 7 Y-0 RrC ENED CITY OF UKWILA Jill 2 ;4 ?tgi PErati :°r 06/27/01 REVISION SUBIVIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /3o l o ( ® Response to Incomplete Letter # 1 0 Response to Correction Letter # [] Revision # after Permit is Issued Project Name: ROBB RESIDENCE -- DETACHED GARAGE Project Address: 6550 Southcenter BI Contact Person: Tom Kallander Summary of Revision: $'P P t- y / N F=D i- M ►'r n p N m t 5 S I J (� tJ P L ' 5 -- (2e ; 'tam L C)Th(t6 Static. r V lz s • LLOc . tq hal) OS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center yam: f, z- / Entered in Sierra on c — 3( City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check /Permit Number: DO 1 -146 C Phone Number: (o &) 6 60 -- , l8 S' 05/ 17/01 REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, OVA 98188 (206)431 -3670 Plan Check/Permit Number: 00/ —/ 4 Project Name: = /l�. i' ✓c - Project Address: &63 y�✓�"�.2 Cam - Contact Person: 4/ _ S7 Q.L: Phone Number: 9-0&-. 09Q - ‘;..2: — / Summary of Revision: ,94i /,,S 4'1 t2, =' / "91 / rr. Sheet Number(s): 2 j 7 5 /3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (i' Entered in Sierra on y RECEIVE VILA -- TN 0 1 2002 PER/ AT CENTER 08/30 /00 LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License KALLAC *080NC Name KALLANDER CONSTRUCTION Address 1300 S 268TH ST Address City DES MOINES State WA Zip 98198 Phone Number 2538395333 Effective Date 8/3/92 Expiration Date 8/1/03 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 601312799 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * * VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * * CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &1 Construction Compliance Home Page https : //wws2.wa.gov /Ini/bbip /TF2Form .asp ?license= KALLAC *080NC RECEIVED CITY OF TUKWILA NOV 2 6 2001 PERMIT CENTER boi I' 11 /26/2001 At exe headers h question. shooth ea side w/ 15/32" plywood and nal with ed of 4 o.c. *towered as shown over the length of the 6x header Note: Plywood sheathing shall be contkwous from header to adjacent wall framkg. (Do not place beam 4, edge of header/wihdow) Holdowns, straps etc. shall be Simpson or equal Washers to be used at SN plates, shall be 2"x2"x346" square washers All new expansion bolts shall haw a 4" min. embedment into the existing concrete foundation Add acklitional studs and blocking in Shear walls that are required to hove 3x framing members as ailed for under Shear wall table P-24 (see detoiF this sheet) REVISIONS NO CHANGES SI. BE MADE TO SCCT5E OF V C; 14 < WiTHOUT PPOSA 11%.711AL OF TUK"MLA BUILDING Dv 3. NOTE: REVISIONS MI REQUIRE A NEW KAN SUBWITAI. AND MO INCLUDE 100MOKAL PIAN nfiview FES. COPY urotatitand that the Plan Check approvals are subject to errors and omissions and approval of plans do Qs not authorize the violation of any adopted cod or ordinance. Receipt of con- tractor's c.Qpy of approved plans acknowledged. JUL 3 1 '032 • D61,014/4 ' . • • I File: 35mm Drawing# • •.: / -' /-% e-pr .91 e 7 ' 0 6 1 /1 t ' 7 "1"; e -4 ei4e e-v-acts- ^cf )'• " 17/ e eN4 d( f$ it3 F. .9°t'771,r s' tfro fct-epellea Syr"? P P V ()1 4er1 S 1411 st ik- 1 -) "at q 1.1 v3f7 ••••••• •••• " ----"."*""1 • I I f ' 1/4 r 4.s/ 24 Oit• 0 C -ki 1 2 3 4 56 777" 8 ' " 9 1O1i 12 13 14 15 . rs• VNIH3 9 S ..0;14•4‘.4L ■'` 4 ..42" I. cAeld //# /vv-pci 745-/ HON! 0 . C/ / fr Az/ .."7/ / „/ // / z/ e — • 6 e I kern .5.c.aP-Ir*al va$ — _ref ve.7/g/f , C • I 90 Lin ff -$9 p 7 7 b# C 7 7 - 71/P f.f.S --71 1 1 ,L.7' 2.3ew31-/ "••■••11. 0 fr 0 74!? .-796 C 066< I File: 35mm Drawing# • 6 • • r I " IC P./ 6 1 / ' 27 11111 0 INCH CHINA 1 &' 'C' 1 .' 44i a 26) • t- F /() 7r- P 7-) S hear ke ////1 /D ". CD / 11 1 , , 2 - 3 c ' 7 " 44.4. 4 • ., . ••• - 5 , 6 S t • 91, 6 13 1L . 9 17 C Z Fib 0 . ..• „ 111111111111111'11111 H1111111111111111111111111111,11111111111111111111111111111H11111iiihigiillmIliiiilulillihmluillwillifilmbi I' ■■ 1.1 • • 1101 ( 3 0) • Pin P) 4 File: 11) I to 35mm Drawing# k • 7 / / 1 0 INCH CHINA t /2. 5/e2 „ 17L7 ( r ea r- // v •••=1.1.0011. nt, I ,/ /3 6 9 ' 2 // • sI I. E J. ' 1 8 E 111111111111111111111 1 3' ' 7 f 1. "*" 5 6 . , 0+4 1 File: 35min Drawing# 4. 1 SEPARATE PERMIT REQUIRED FOR: [ilf MECHANICAL ELECTRICAL 4PLUMBING d GAS PIPING CITY OF TUKWILA BUILDING DIVISION I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any ;adopted code or ordinance. Receipt of con- 'tractor's copy of approved plans acknowledged. By Date Permit No. ON••■■■••••• ,110• • •■••■•••••■■••■••■• FILE Cai • • / 7 / 1 iI 7 Soy TAR. k (a) P ket (1-1 10 (-1) dm. ...••••• • tx, , , . ,."•• E 1 vs-01 • IDTATIDI PlAlt 1611x- a P. 10' ) 4, ' 6OC.?7, ) /3th...4/ Vo - - / 77 AiLl t 44. 7 1 " ""`""`"■,19. •.• • • . . 1........160111.14.110•10•1•11•••••••110 Pao PO5c 4:QUAR.f F 33lao rt.tou.) 1 MM■sair......1•1•011/.. • 1 Buz-IV/6/W -/r. • Ti1 T ' r • i F111111111111111 1 . 0 INCH 1 • 2 .1. 5 6 CHINA ' it L ; • II , 91. IiI. C Z4. 4,1,.;:„;;;; 8 z i. o 1 1 • ..S leccrffeLY Ac\- Dot-t4 PERMIT CENTER RECEIVED CITY OF TUKWILA e• 1 7 PROl/T 2L E VA 7 / n1/ C WES 7�J ,1- 1 1 , 1 , 1 ILI'IIII11111 i • •Cr• -- •r• L' �".i .STRfx:CT'•h:.l.:�'C :� :.�.:::: 7= - i.07VLaterfA AY1'1�'•Y.,Rr[CM. /M.. 4 I I' F I T 11 ^I'i' ,1 0 INCH CHINA 6 9l I/1. £ l Zl o . . ,. , 6 . . 8 : L 9 , ;{ , S b' £ Z I. R 1 IIIII 111111 IIIIII 111111 IIIIII 1 IIIII 1111 1 1 I ' IIIIIII1IIIII111 I11IIIIIII111IIIIII .II1IIIIIIIII 1 Il1111 JI( 11. IIIi111III .IL111111II.III1I111111111iiI IIII111 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By ��..�. —� • Date DD 1 .- 144 - - -- 7 i l f■htelemwmpor - ii,EVISIONITIPIMINPRiotres I I^O CHANGES SHALL E MADE TO • 7 HE SCOPE :OF WORK' WITHOUT PR. `);-y ., _ a ;OVAL OF TUKWILA BUILDING DGVw ; ;l :;;' NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN FIEVIF W FEES. RECEIVED CITY OF TUKWIL APR 0 1 2002 tt �c EIM !VIS1ONNO bovii144 SEPARATE PERMIT REQUIRED FOR: E MECHANICAL ELECiTR1CAL [8 (GAS PIPING CITY OF TUKWILA, BUILDING DIVISION n 101. 00 w 00 01 3 11 ■00.6.110* g••••■••••••■••••■••••••••••••■••••■•■•••■•••••••••••■•■•• e••■•■■•■•••■•4•*••••••••••••■■•*•■••oftway•■■•••••••••••■■ WOR.771 1...EVA scAl.e (m" t' o" SI VI. CI. 6 9 z I. N-30 , ;n ' •' • 1111111111 111111111 111111111 111111111 111111111 11111111!1111,11 , .111111111111,11111111111111..1.1111.1.11.,1.1.11.1.111!,-11.1.11.1111,111110!1,I1111111111111111111 VP FT1 Fl ii - 1" "i 1 I 1 1 1 111 1 1 . 1 1 1 1 1 1 1' 1 .( . 1 1 1, 1 ,I 1 1)1:11 :1 1 -1 1 ') .. I ' l 1,i 1,1'111'11 I J111 - 1 CHINA 2 .... 5 Vit'APN tkP1 1\101 -7 2 vioio) etYtt.,0 RECEIVED CITY OF TUKWILA PERMIT CENTER 1• N. 1() t•-w 1 REAQ. IL Vfi r.-'0A/ C. .. sT) SGr� L yti "' e( • 11 11[1111 �ll Illlll�I�I�I�I�I�I�I�I�I�I� ` II'L�I'II 0 INCH 1 � , 2 3 � `; *1';� +x4* 5 6 CHINA SL bI. £I. J. w �:; ; ,.6 8,;. ....L.: 9 .e 5 b E Z N-30 IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII iiIIILII111111IIi111111IIILIIIIIii11111Ii 11"111 l i 111111IIi I1liiill111111luliililiillll111111111 .1 CITY OF TUB APR 0 i no PERMIT CEO SiteE-r 4 . . 1.7.• 1 4. . 1 0 INCH CHINA 1 i Ou LEVA ScALE 1/4" -- p " - 1 . 5 6 • 81. 171. LI. J. (?I4 ,61.„ ; .6 8 4. 9 i Z h- 1111111111111111111111111101,11111111111111111111 -!!''' • t ' RECEIVED CITY OF TUKWIL PERMIT CENTER I ) 1 4"aw % Priu41614770A/ 7-Apc-ric 'We> // 4....//777# /d1 " C04/C- 771 E /241:•,)11-1 /L/ '/ /7 /6 s // _. coivc. . 8 41.rie 6167 4/ // 7 C /vorE. 52 /3 4/0 ' F 0/1/L 77 0 A/ PXA SCALE ne // 2_7 0 111111111' 11111111111111Hr 1111 1 Ili 'Ili y1 0 CH IN 1 ;•• , 2 '3 ' • •_ 5 6 . ! S L tI. LI. et oI ,6 8 , 9 p E Z vi- ••■■••■I 0 • I " A ) • Ns ' RECEIVED CITY OF TUKWILA PERMIT CENTER Li 7 I O• '."' ›NIC 6 OARA • e) se? .0 iirM Dr rAi (4./ x 4- ' /2 • .4 a' fri /7 3"./ 1=2 Ai.AA/ SCALE P44 = 1 ,e5 1/ 17 Lg eo1/4 / 11?/1 re_AL TH.15 Evrr ruG La A LI-I TA= • /2. 9 0 CHINA INCH 1 I '1 2 3 .7774 5 6 9 1. 171. E .. 6 , 8 ..... L. 9 . 9 V £ Z a 1 3 i• • . • • t4 0 \ . 0 \ I L1 if PA (T r fit ' % Bts, RECEIVED CITY OF TUKWILA APR a 1 2002 PERANT Mara r ti766T :Ail.. .4, e■ 1.4 SI 3 ( I .4 -4 ,0 7 / 9/ d 7 ■ WINDOW AND DOOR SCHEDULE A 2ea 9'6" X 11'0" aluminum clad foam core garage doors 3'0" X 80" metal entry door C lea opening (no door) D lea 6'0" X 80" French door E lea 10'0" X 5'0" XOX F llea 6'0" X 3'6" XOX G ton lea 3'0" X 3'6" Z .3 • .2. 3/4, h) wi4...dows freIIg ijoi PC OtrAiL X vinyl. Low E on upstairs windows. NFRC Certified U-Values: Upstairs windows .36 Downstairs windows .49 Series" .. • . 21v2) rz.c90e. pz.i9A/ /le) furukii-z exy • DL.1.3 : 1_,W(_. • . z ' ■ S i 3 -0 11111111[1-1' 111111111111..1111111111•111111,1111111111111.11(1),1,11.111.::itiiiiiiiriqiiiiilillli11111 (.) 1 i 2 • • '••• -- 5 6 c IN H C IN H A , . • , ' t,' -` SI. V CI. 01. 6 8 2, 9 t E Z h 0 / /1 1 • \ O. • No 5tA4Poto (PIP ) Scim volo tevo Wg 9 Vai. k,; SOONG 01\rii"StOtA • FIECEIVett CITY OF TUKWILA APR 0 1 2002 PERMIT CENTER 5 • CLOS C-zt OF r tizr ' CAOle L2/ ViL 774. 4S e/ P2, 0 / 30 -r / inErAlL rz, . - 1110VA E12..1 (--> x v 1") fi P P it./L2 I I, ' DC_ ree:// 57•■•4• iv) A 712.. / .41 / 1L.)Lta .•-•••••-•""" 2 '`x m g"74.)4.c WIA./.13 0 14/ - . 1 /4-:/ 6# r .... I " • 7 • ,•••.^ ••• • 5 C. 3 /8 1/ 8-..z-// -i4c:/t& 0.,ci ger e..44d4.4_40 I 1 1 : 1 1 : 0 CHINA INCH 1 - • 5 6 ; , SI. VI. CI. J. 4 OI 6 8 1. 9 S 17 C i. - 3 111111111111111111111111111111111 1 1 11 11111 11 1 111111111 1 1.1111111111111111111111111111111111111111111.11[11.111111111111111111111111111111111111111111111111 "•••••• ..... BLO2.1CM,/b /.367 1E/444 P&/Xi: / IL _SuPloot...7" -4 9 O;A.) i ET S PEC C.4 4--)t dlet7 79,0 A-4 - -;?2,-ass V ee.-4--. st, 5 E Bez IOW_ /2. x 3 /1 J 4D.C- A ck:A c ,e_ f 4.41 A/A ' iVi\'`,4:•P‘LN gY r )5 '31 RECEIVED CITY OF TUKWILA PERMIT CENTER • A : . z.• 14," j Poz) 7 • • • q.. r0 Li ) 40 ki 1 IS A.B.(2 1 ,'5.0/ 7 " M/11/ />16a r 2 e .2 I ' . :f vr4 >14:2 041 I .7#.# 3 eo77- e. V 7- 42A r— - z),e7 77,0 t.4.- 2 X 2- .ST1_: P rYpiAz. s/mp.soiv ria 7"'Mil2C AST /E 4/6.1.JET x £e //1//e DEMIL 11111' 1111 III I I I I 0 INCH 1 , 2 , 3 4" CHINA 5 6 S 171. CI Z1 „O , 6 8 1. 9S V C Z Fib 0 IIIIIIIIIIIIIIIII I) 0 I a-wl DE ! e /g , • • \ t1.5/E, .)‘ E..x7 57 /oxim/ " RECEIVED CITY OF TUKWILA PERMIT CENTER • I&D NTIV • i-IrADElz. Dr r A I L. gcAt. 1 S. ..)e to De of 3r-Q 511.66r 1Q .L /V 40 A 0 A , INCH CI1INA 0 • 1 1 1 1 1 1' 1 5 6 ; );„*)':, SI. V I. E Z1 6 , " t E Po* 77/0/1/ reAlO.e. _g A419A/ _5 CA 4 E 3 /s / 2) 41 yi.Z 577a/A./667c2, (3 e:=4.) 7" / 1= • RECEIVED crry OF TUKWILA PERMITZENTER BCI 650 30'"10" BC190XL 36' -4" 28' -1" 26' -5" 24' -7" 21' -10" 32'-1" 30' -2" 28' -0" 24' -8" 33' -4 " 30' -4" 28%7" 26.7" 23'-2„ 38 34'.9" 32'-8" 30' -4" 25' -6" 24' -1" 27'••7" 28' - 1" 29' -11" 17' -3" 34'•1" j 31'-0' 28' -10 ! 25' -9" , 21'-10' 19' -7" 139' -1" 35'-6' 33'-6" 31'-1" ' 24'-8" 18'•8" 138' -10'' 33'-7' 30'•7" 27'•4" 23'-2' 21 ; 42'-3'' 38'-5" i 38 -2" ! 33'-7" 125' -6' 16" 9CI450 28' -5" 16" BCI 500 26' -8" 16" BCI 650 28' -2" 1e" BC1 90XL 32' -4" 20" BCI 650 20" BCI90XL 23' -2" 24' -4" 25' -8" 29'-4" 21' -10" 22' -11" 24' -2" 27' -7" 19' -11" 18' -1" 20' -11" 19' -0" 22'-1" 20'.0" 25' -3" 22'-10" 17' -0" 118 -9" 14' -2" 28' -0' 24' -2" 22' -1" 17' -10" 18' -7" 14' -2" 29' -6" i 26' -11" ! 23' -9" 18' -10" ! 17' -6" 15' -9" 31' -2" : 28' -5" 26' -9" 21' -5" 19' -10" 17' -11" 35' -9' 32' -8' 30'-7" 18' -11" ; 14' -2" 18' -11" 14' -2" 21' -9" ' 16' -3" 27' -2'• g 20' -3" Joist Joist Depth Series 9 9 11 11 11%" 11 %/." 11 14" 14" 14" 14" 14" BCI 400 BCI 450 8C1 500 *** THREE STAR * ** 12" le" 19,2" 24" 32" 0 . o. o• c• o, c, o. c. o. c. 16' -3" 14' -10" 14'•0" 13' -0" 11' -1" 18'-11" 15'-6" 14' -7" 13' -7" 12' -1" 17' -10" 16' -3" 15' -4" 14' -3" 12' -11" BCI 400 19' -4" 17' -8" BCI 450 20' -2" 18' -5" BCI 500 , 21'4" 19' -4" BCI 650 22' -5" 20' -5" BCI 90XL 25' -9" BCI 400 .22' -0" 2 BCI 450 . 22' -11" 2V-.11" BCI 600 24'•1" 21=11" BC1 650 25' -8" 23' -2" BC1 90XL 29' -2" 28'48" 18' -8" 17' -4" 19'.3" 19'-3" 22' -0" 18' -9" 19' -8" 20'-8" 21' -10" 24' -11" 15' -2" 16' -2" 17' -0" 17' -11" 16' -9" 18' -2" 18' -6" 20'-4" 23' -2" 18' -11" 18' -11" 21' -9" 25' -8" 12' -10" 13' -8" 13'-8" 16' -0" 18' -4" 13' -6" 13 -10" 13' -10" 15' -8" 20' -2" 14' -2" 14' -2" 16' -3'• 20' -3" 'CAUTION 1 '"NIMUM STIFFNESS CAUTION * tlr * *FOUR STAR * *1h >+c ALLOWED BY CODE 12" 18" 19.2" 24" 32" 12" 18" 19,2" 24" 32" o. C. 0. C. 0. C, 0. C. 0. C. , 0. C. 0, C. 0. C. 0. C. 0. C. 11' -6" j 11'-6" 11' -6" 11-8" 11 -8' 11' - ^" 1 15' -1" 13' -9" 15'-9" 14 18' -7" • 15 -1" 17' -6" : 15' -11" 20' -1" 18' -2" 17' -2" 15' -8" 1 17' -11" . 18'-4" 18' -10" 17' -1" 19' -11" , 18' -1" 22' -10" . 20' -8" 10' -0" 10' -0' 10' -0" 10'-0" 10' -0" 10' -0" 12' -11" 12-0" 13' -6" 12' -6" 14' -2" ' 13-2" 14' -11" 13' -10" 17'-0" 151 -9" 14' -9" . 13' -8" 15' -4" : 14' -3" 18' -1" 14' -11" 17'-0" 1 15'-9" 19' -4" i 17' -11" 9' -2" 17 -11" 9' -6" 18'-9" 10' -0" 19' -9' 10' -9" 21' -4' 11' -3" , 22' -4" 11' -9" 23' -6"- 3 SHEAR WALL NOTES: 18'-2" 17' -2" 18' -0" 18' -7" 20' -2" 21 -5" T 14,-9" 16 -0" 17• -0" 17-0" 18'•5" 20 -3" 12' -5" 22 1.0:,, 22' -8' , 2 -4" 14' -1' 28' -6" J , 25' -11'' % 24'•4'• 12' -5" 23' -10' 20' -7'' : 18' -9" 12'-11" 25' -4' 22'-4' 20' -4" 13'•6" 46•-8" 24' -3" 22.8" 14' -3" 28' -2" ( 25' -8" 24.2" 16' -2" 32' -4' 129 - 4" 27.8" BC-1 nisi Floc/Z. sr N rift L_E 13 11' -1" 14' - 12' -1" 15' -10" 12' -11" 15'•2' i 12' -10" 16' -5" I 13' -8" 18'•4" i 13' -8" 19 -10" 15 -0" 22' -8" 20' -0" 16' -9' ' 13' -6" 18' -2" 13' -10" 18' -6" ' 13' -10" 20'•11" 15 25' -8" 20' -2" SHEATH ALL 2ND. STO. EXT. WALLS W/ 15/32" PLYWOOD, BLOCKED NAILED WI TH 8D ® 6" 0.C. AT PANEL EDGES 8D ® 10" 0.C. IN FIELD PLATE TO PLATE NAILING: 16D @ 6" 0.C. TOE NAILING : 16D 5" a C. UNLESS NOTED 0 THERWISE ON THIS SHEET" SHEATH ALL 1ST. STO. & BSMT. EXT. WALLS W/ 15/32" PLYWOOD BLOCKED NAILED W/TH 8D 4" 0.C. AT PANEL EDGES INTO 3X STUDS AND PLA TES. 8D ® 10" 0.C. IN FIELD PLATE TO PLATE NA /LING : 16D ® 4" 0.C. SIMPSON L70 DBL. TOP PL T" TO RIM BLOCK. ANCHOR BOLTING : 1/2 "CO 24" 0.C. UNLESS NOTED OTHERWISE ON THIS SHEET. P24 - INDICATES 15/32" PLYWOOD EA. SIDE, BLOCKED NA /LED WITH 8D ® a c. AT PANEL EDGES INTO JXSTUDS & PLATES 8D 10" a C. IN FIELD ANCHOR BOLTING : ` 1/2 "012 "O. C. ATTACH ALL HOLDOWNS AND STRAPS TO TRIPLE STUDS, 6x OR GREATER MEMBERS, US /NG SIMPSON SPECIE/CATIONS OR EQUAL. Job Truss Truss Type 2- 0220-2 (COMMON PACIFIC TRUSS -SPAN, Tacoma, Wa., 98446 -2_84 LOADINQps0 TCLL 25.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 24-0 8412 SPACING 2 - Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Code UBC /ANSI95 iI ' ' ' ' 'I'i'i' 'I I i'i 1 1�I i i 1 1 1 11i l ili I I I II ' ' '' 'I'I ��ii ' i'I 1 , INCH 7 - - 2 3 * - , ,}4ry _ 5 6 0 CHINA 1 91. t I. a 1. at c+� . 01. , .6 , s . _ �: s . s : ti C z 3 o iiiiliiiiliiiiliii�li�iiliiiil�iii iii�lii'ii (III iiiiliiii ►iiiliiii.ii��liii�liIIh u �� Il�I lIIII ��:Il I�� ii�� III1iiiliiiiIluiiiiiiIliiiIiiIIl 668 8.8.8 CSI TC BC WB 12.60 52.4 0.83 0.90 0.50 4x5 = t) 0 1 J ty 1 4.201 SR1 s Sep 13 2000 MiTek Industries, Inc. Tue Feb 20 09 :59 :44 2001 Page 1 174.4 52.4 1544 ID F1- in (loc) Vert(LL) -0.46 10 Vert(TL) -0.83 8 -10 Horz(TL) 0.13 6 1 st LC LL MinVdefl =240 0 tional I/defl >610 >340 n/a 2440 664 24 69.12 PLATES MI120 LUMBER -- --- -• ••__. _._�_ TOP CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 2 X 4 HF 1650F 1,5E WEBS 2 X 3 SPF Stud REACTI ONVb /size) 2 =1163/0 - 5 - 8, 6 =1163/0 - 5 - 8 Max Uplift2=- 303(load case 5), 6 = 303(load' ase 5) Max Grav2=1226(Ioad case 2), 6 =1226(load case 3) FORCERIb) - First Load Case Only TOP CHORD 1 -2 =12, 2-3= -4041, 3 -4= -3577, 4 -5 =- 3577, 5-6= -4041, 6 -7 =12 BOT CHORD 2 -10 =3980, 9-10 =2818, 8.9 =2818, 6- 8=3980 WEBS 3 -10 =- 523, 4-10 =823, 4-8= 823, 5-8= -523 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposeo to wind. The lumber DOL increase is 1.33, and the plata grip increase is 1.33 2) Design load is based on 25.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. (UBC section 1638.2) 4) Overhang has been design for 2,00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. t r LOAD CASE(S) Standard Weight: 72 lb 3RACING rOP CHORD Sheathed or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8 -2 -11 oc bracing, and 3 This truss has been designed with AK, u.-r.. Provide mechanicIb uplift at a Jl oint conn6. ection (by others) of truss to bearing plate capable of withstanding 303 lb uplift ano ` 4 ' • '- 1.1995 criteria. W3 -7 -R uSS S PG L I il~r i G Yr n1 S RECEIVED CITY OF TUKWILA PERMIT CENTER 2660 2.60 Scale • 1 :48,8 GRIP 185/144 5h E67" I I I c. 3L # ' 7'['_N -=XIS L,L / 11" OSA 7 Cb ✓EiCJh& -' ` 1/ 1/ x 3 V /4 5,B 13047 c042 Z.6 24)451/ 0 INCH CHINA 1 7v //A. eL.),A f lC� -iii~` .• ;LL . - .....— ...w_.,.., _ IlI rI I 1,1 iI I I' I' ' . I I ' I' „�! St VI £ L Z l 1`� + O L., ; 6. 8 :. L. ' 9 <:.a 5, V E Z N (IIII�IIII�IIII�IIIIIII'II IIIIIIIII�IUIIIIII IIII Illlllll��llll IIIIIIIIII�I, II�II�. I�IIII�I i�i�illl�� • �I,IIIIILLLIII1111II�IIIIIIIII IIIIIIIIIillllllllll� 2 ear 4/ .a &we .. . • • RECEIVED CITY OF TUkWILA APR 0 1 2002 P ERMITOENTES is ,p1. 1 2 02 loo adi Cs o t s ■ci 'I V 1/2- c / 3 #re / 77.9 424 re..N 1 s rmiz, • 67511 So/bs. 7Y1/:: Ci,VEIjith / 1/ X 3 1/ /1/0VAZZ/C-X- ifor,/97 ''1' '1 0 INCH CHINA 4111111mw _ Wgti fvcoirg fivffeta co/Dp474 - Ke619 , Thaz. - W Atli:, 1" Ana. A5pace. 141100 E — fait Ct2055 Oef-MATtoti 77 TO/2,E 7Zootm 6olt r> Ustegibict IzAprEgic— Li)/ cezener V 04% • ite-4.. .1://& Eaf_;z_ tc.MZ..S 3 /0 /e/Oe_a6 Pe)Al /9,'k' TEIER • . r • • ••, -• -•• • • • • •-••• • v . • • • ;■;%,„ , , '. • ; , A ? . k • 1 , 5 6 • 4 • - - . , • CL C z I. N - 3 0 • 1111111111 11.11111111111111111111IIIIIIIIIII11111111111111111 //2." m.///v4o44.2 . .. g gaeloe4,... # Ar RECEIVED CITY TUKWILA PERMIT CENTER Sifie. 1