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HomeMy WebLinkAboutPermit D2000-229 - PEACH TREE DEVELOPMENT - LOT 32 - NEW SINGLE FAMILY RESIDENCED2000-229 Peach Tree Lot 32 12235 47 Av S City of Tukwila Parcel No: 017900 -1042 Address: 12235 47 AV Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: • Water: UNKNOWN Wetlands: Contractor License Signature: S OW I DEVELOPMENT PERMIT .0 South: Sewer: Slopes: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued. Expires: Occupancy: UBC: Fire Protection: .0 East: .0 West: (206) 431 -3670 D2000 -229 ISSUED 10/10/2000 04/08/2001 DWELLING 1997 0 Streams: Phone: Phone: 206 -226 -7106 OCCUPANT PEACH TREE DEVELOPMENT LOT 32 1223,5 4,7 AV 5, TUKWILA WA 98178 OWNER TONI MORELLI 1728 157th AVE NE, BELLEVUE WA 98008 CONTACT .CHRISTOPHER BROOKS 1728: :157 AV NE, BELLEVUE WA 98008 • k*************'**********• k k k**• k* k• k kk** kkA k kk• k: k k• k k* k* k k k** k k kk*k*k * **k* *k*k* *** Permit Description: CONSTRUCTION OF A NEW 1,254 SO FT SINGLE FAMILY RESIDENCE AND 258 SU FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ****: k• kk***** k* Ak********• k kk kk*** kk*** k***** kk kAkA k: k• k: kk •kk•k.kk *** ** *Akk•k'kkk* *•. *kk* kAkkk Construction Valuation: $ 113,022.00 PUBLIC WORKS ,PERMITS: *(Water Meter Permits Listed Separate ) Eng. Appr: ljm Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time: Land Altering: Y Cut: 50 Fill 50 Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: Y No Sewer .Main Extension: N Private: N Public: N Storm Drainage: N Street Use N Water Main Extension: N Private: N Public: N * k*** k Y'k *** *** * * *•k * *** *•k **** *** k•k•k•k*** ** k:k•k:k•k•k**•kA;•k**** k** *•k*** ***** k*•k•k*** ****** TOTAL DEVELOPMENT PERMIT FEES: $ 2,139.05 * * *** *•k ** ** **•k * *•k ****k*** ** ** * **kk•k*** *k *•k•k**Ak **k *•k* ** ****k** * *•k * **** *k** *k * **Ak l_ Permit Center Authorized Signature: (���, • '�Q ate: _ __1_ hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. _elAd Date: ZO(VoD Print Name:a1 This permit shall become n u l l and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. k** :14'44'idUjk ti �\ :•dh'tiF a.Y' -U' "Fa+. KS$.,:ltilke.f1C3w`Xii i.* Address: 12235 47 Suite: Tenant: f. Type: , DEVPERM Parcel-#: 01T900- 1041 . Statiis. JSSUED App1 ied ,,:07/11/2000' Issued 10/10/2000 1 * - k ° *k •l * *9;*•k-k•kk* k *k k* *•k A*: l•-kA•*it-k-k•k-k • ` riuit ConOtdons 1. No changes' will b6 made -,to "::the plans unless approved .,by the, Engineer and the Building Division. Engineer ed:;truss drawings and '.calculations shall "'be on. sit and a:vai labile to the.. bui, inspector for inspection,; purposes. .,'Documents sia l l - ,b ear the seal and signature of , Washington State Professional Engineer 7 An !,,exposed insulations.. backing• material shall have a Flaiiie Spkread.4Rating of 25 for , ,Less; and: material .shell bear iden1 i - fit - ation _showing =t;he fire performance ;rat•ing thereof. ,Al l.}construction to be .�done in conf�ormanc,e with approved ;plans and requirements of.' the.Unifotm Building Code' (199'7. Ed itl on) as amended,' Uniform Mechanical, �Code (1997: Ed'i,t i on) and Wash i ng,ton, State Energy Code (1997 `'Ed i t i on) . Plumb!,i shall be obtained 'through the Seattle -Kin County; Department of Public or Hea.l;th,. plumbing ` will be inspected by that agency, including all gas piping 4722). - Notify : the City, i` to (29G placing °eny concrete. `This.procedure is °:i of Tukwila Building Division pr addition to fur- `special ° inspection: All wood t'o, remain in placed concrete, shall be treated' wood. 'Validity of The isuance of a permit or, ap�rova l of plans, specif'i'cat i.ons, and -'computations shall.,;notbe con- strued to be a permit •for, or an 'approval of, any violation of any of the provisions of the building code or of any other ordinance of the' jurisdiction. No permit presuming to . give authority to violate or cancel the provisions of this code shall be valid. Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (248- 6630). 0. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building inspector. 1 All mechanical work shall be under separate permit issued by the City of Tukwil.,a. 12. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. Permit f` -- TU Wii_I 02000 -229 Temporary erosion ;cantroi, measures shall be implemented as • IGNITION, SHALL BE_ ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3, 14. WATER HEATER SHALC ANCHORED TO RESIST EAR TV AI.E, 510.5,. ,b ''least 24 hours in advance. 1 hereby certify that I have read these conditions and w i l l comply with them as Outlined. LA1 1 provisions of law and 'ordinances governing this.,work • will be complied with, whether specified herein or not. S0gnature: The. ;granting of this permit , � toes ::ncit • r td ti,gi ve authority to violate or . cance,l; the pr ov, s`i'ons of any,,,, other 'work or local laws regulating constructiun 'or the performance of work Inspector of work at the first order of<.husiness to prevent sedimen Lion off - site or into,exist storm drainage faciliti 16. The site shall hale ermanent erosion control place as soon as ''possible after final grading completed and prior to the Final Inspection. Contractor shall notify Public Works Utility at'206- 133 -0179 of commencement and completion Description of work to // lI be �� done: CO N.S v"f (tk i ( � A , e SI v ({ - w t/� /eg) °(-eillC -e„ Type of work: -New Single - Family Residence El Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: Si Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Garage /Carport sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck ertypwner• ON t (hov G L L'I Proposed New Square Footage: 25Z sq. ft. Garage /Carport ) 2 5(4 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Street Address: ' Li iii J .. Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Fax #: 1 4IS 0 - g - 7 9c *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project - e/Tenant: ,, I J • , WI.L9 w� 7 , ti Val e of Construction: !• CO ► e a Site Address: P 12..2.70 . -; - -.� �. , City Stat /Zip: -- - - - : = ::. Tax Parcel Number: 01 l op -10 - ertypwner• ON t (hov G L L'I Ph l 20b72 (o _,710(.0 Street Address: ' Li iii J .. : I/ C U Cit State /Zip: . 00 , Fax #: 1 4IS 0 - g - 7 9c Contractor: Phone: Street Address: City State /Zip: Fax #: Ar itect:. ue s i�I wS /AMA t gin i Phone: 12 ' Si "4/2 � CIO Street Address: l � 1 ) 9I s + Ave. S . ity Sta /Zi sic • F &qv( Pit t Z1 Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: ct Person: Cont ken, es Phone: Phone: 20f0 - 221'2-'7 Fax #: r eef ss: r Ci tate/Zi.: CITY OF TUK"ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOq STAFF USE ONLY 'Project Number : '. ;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 mall or facsimile. PPL`ICANT REQU FOR PUBLIC WORKS` PLAN REVIEW OF,THE FOLLOWIN (Additional reviews shall be determined;by thesP, ublic.-Works Department) . ' }:: ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applic viewed and is subject to possible revision by the Permit Center to comply with current fee schedul Expiration of Plan Review - Applications for which no permit is issued within 180 days following the pire by limitation. The building official may extend the time for action by the applicant for a period written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current be extended more than once. Size(s) 0 Fill cubic yds. O Public O Public ant. This figure will be re- es. date of application shall ex- not exceeding 180 days upon edition). No application shall Dahl` tingc:124 O Date fppllc it expirb • • Appllc !on #b Itlals) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 N Z W tY� 00 co o co ILI J I- t— W 0 g a co 1- W Z = H 1- 0 W ~ 0 O D. a 1- W W I - � LLO ll l Z O — 1- O 1 ... Z ,BUILDING 0 ER OR A THORIZED'AGENT: . Signature :. c 1,4 "' , . Date: t 0 Z � . . , Print name. Oil i I Moy��li t 2 27(e - (0(o Fax #: - X 51 / -''2 - A t Q ISM -Hi AL E cilv h' a t 1 P J u e i i/U4 ei 00S- 4 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST PF' SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED .' A REGISTERED ARCHITECT OR P. .SFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • "A4L L RACIVINGS..SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA 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. i ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ 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. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). z ~ w rr 2 00 co 0 W I Ww w � Q co D = a ❑ Foundation plan and details z I ❑ Floor plan H- p in Roof plan w w ❑ Building elevations (all views) D o ❑ Building height o ❑ Building cross - section w W U ❑ Structural framing plans and details necessary to completely describe construction 1- 0 ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available z co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. p o ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ in 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; ior.contractor licensed , by theState of Washington, . a notarized letter from the property owner authorizing the agent to submit this permit application and obtaiirthepermit 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 TH1E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Total Fees: 14,556.65 47.00 Total ALL Pmts: ' 14, 556.65 . . Th i S Payment Balance: .00 ****************************ik***** * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Account. Code Descr,Ipi' ion Amount 000/322.800? BUILDING INVESTIGA 1'10N ,' 4 . 1.00 _ ' 'mss( 1 it C4 ..° 11 " A:'4 ,� iz. T7. y y"",�5,o"'.S�4s'roi*.'c4 f4 `g`i'' ,[�� :,a ; rnr 'N' tEr74* i1a''9i ' ,+ j . 'f,1 +1(tK,!�y r'r''WPkt..f'r'�'t`i J Y ''' '+ ..rr * * * * * ** *** W*****lk**************** * * * * * * * * * * * * * * * * * * * * * * * * * * *7 * ** F. r + ,' C I E Y OF TUKW:II:.A, . WA :. T RANSFII * * *• * * * * * * * * * * * * * * * * * * ** _. * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * ** * ** TRANSMIT Number: R0100k9 Amount: 47.00 03/01/O1 11:58 Pdymeft Method: CASH Notation: RLTNSF'FCTI:ON FI::E. lr}•it,: �fTD Permit No: D2000-229 Type : DFVPE Rm DrVEL OF'MF:NT PF.RMil Farce l No: 017900- 1042 Site Address: 12235 47 AV S •suC.. , • 4• kF• 4t's*: A/ t4; 4A: 1L*: FkA 4*: Fftfi*:4Ak•f* *.hAF.4h;E:i AAA IrA A*.' r *•.4AtksA.4hh:4tr:t_1rkh k .t it• A +4 :l: k F k' ti it r h 11 A .F :4 * 1i :k fe„ :F' 1 ' ". A OPA -t * * Tt :' 2 * A. it A h :F :5 * ,1 ,k 4 :4 k •N F .1• tF = k .t A :F ;k ty.AHEM - II :: 1.4 im 9!' 0031 7 :Aiaiciittit 696 9 0 07 1 i./(O 15 .50 Pi4;itneni 'Meths d v !C141:1Cl {. 14o tat t ion: CH11tri 13RO)tU(3 Ir►i E;z W1 ft l'c }r. in i i ; . . 1 1 o 1)2.()00 229 fvaew 1) 1E Ai:ttl4 I)E VII. .1:t:El't4t:14 t ,P1:11 N I'f rn e n l To t a 1 A1.1. Pints: 696.`.)i) 11 t i,rice J..(76 G"; * ti I*.A A. AA 3A*A.? A' 4r A'* tt 41r 1 t4A! ck 4 •kt *it:4:4*A':cA :4tF F 1;M FS:A':shitdt'o4':'A R c c ci u n t) • C: c= d ti t) ta s c:,r i Er tr i a rt IA t: ()00I34 13;.10 1'1,1411 CHI: R S 696,.90 '1A�Y_+•L4 +s,�e ,•i... i.�a + .; +d.r nu i..,. i� .aV:. S: •r 7 .y�' +'af ** *•.tkk *A *•F * * *A kA * *Ao%AAA•*A *:k * **kA ***• hA: t •*A **:t+hk *AA** **1kA•k:4 ****** • CITY OF :TUKWILA, NA TRANSMIT * 1A•. **k***i,h 4**kdA*Jr:1*k:1it:trh* 4k",tA:► k•A*•"*A*A***A k + ** 4k*:4*Ak,t* 1** TRANSMIT, Number:. R98 Amr. urttr: 13 10/1.0/00 3.0:46 :.Payment 'Methods CIiECI( Notatior►t,TONI MO1 ELLI .[nit. I(I)J Permit' No: 020)O0.i• -229 Typo: lEVPEI i1 DEVELOPMENT PEIli1I I' •F'ar-r.E; . Na ,i a 01790'0-1042 S i to Addy ers '12235 .1W 3 Total Fee : 14,509.65 This f'"yn en t 13 Total ALL Prntsq ,,, 1.4 Balance: • 00 *.irid. *# fiA.,****• k$• 4**• 4, t4** iti*** ,.t * ** *•k * *** * **4 * * *.t4,-**o ** A. 4-*o ** *AAA* Accoi t Cu' i Description Amount 000/32'.1,0.0 I UII..DING -. RES 1072.15 000/;3.45.1330 ,.. • PLAN. CHECK •- UTILITY 10.00 0'00/3;45 „830 ••-• L AN. -•. MATER ME1 ER 1.0.00 .0 /38G,. 04 •STH•r.E 13111•LI)IHG SIiRCHt•RGE . 4 50 ,000/342,;400 INSP. FEE - UTILITY 15 „00. ' • .402/342.40,0 . ,INSP FEE 5M{= /SSS 20.00 0)./388,402 WA•I E.R 4 CONNECTION 6().00 • 4` d1/36.52') ;`WATER 1NSTALt ATIQN (DEN 15')..O0 4:01/ EATER l:NSPECT:IOM FFE 15.,00 401/3.43.405 'WATER TURN--014 FEE 25.00 401.3£18.104 WATER ASSESS- ALLENTOWN 4,364.80 ,402'.388.104 • SEWER ASSESS.- ALI.ENTONN 8,005.80 000/322.:100 LFINL) AL.TERING Pf.:.RMI:T FEE 37.00 000/345.830 LAND ALTERING 'PLAN CHECK 23.50 .• — a x w .r -n to-. -TOTAL” 41784.93 Anr Project: A Type of Inspe iom Address: / 3 5- 1 7 1- 7 au SO Date called: er - 6 2 Special instructions: Date wanted: a.m. b-(_ °2 c- Requester : U41 A Phoc 3 6 /63 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila,-WA 98188 R Approved per applicable codes.. COMMENTS: -i-n 'v or- L J� I Ip °nit GI rnued R , eryn)4 ( - ) 6 1 ) ; 1 1 . 0 4 € 0 \L - ViVIA Inspector: Date: (0-6.2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. -Call to schedule reinspection. Receipt No: Date: .. 3x' INSPECTION RECO1 Retain a copy with permit l+r PERMIT NO. (206)431 -3670 Corrections, required prior to approval. 1': ['. r..:: '•4:'71 wry;_ +"414n.1 4:0.'4%1 4,11t•. ,,.Li:Yw ta4't KA '+ kg4'ityy^.,nt art i,rs. ,r, 1.a+1 eiab.n7.rt v?�:i..� -> �,r4.Jr: iue:'v Project: �� ((�� eQ Ch 1'r Type of Inspection: Address: 1.itpl . in Au „ Date called: `41-02. Special instructions: - coo M Date wanted: af & LI 6, �p Requester: A fret l•eW Phone: 02 3 INSPECTION RECO Retain a copy with per INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K pproved per applicable codes. Inspectors Jam/ COMMENTS: Corrections required prior to approval. Date: t 2_1_ 0? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;,.,.:.:.r,. t� . . w:.iY. u..,._. tY. }nurv1�''...;�w,.uvecri'.siu'u 5:.7c�YSdit L....� .r.;i`. u • <..f.�iq .N i Project:T., ` tclGCk4ree Type of Inspection: Add Z 3 S y7 Date called: Special instructions: e2- "00 c l/ /1--74-'ee,..1 -- n'1. Date wanins Date war :r r� .cial , Z p.m. Requeste :y //Iy� 2.4" Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188' El Approved per applicable codes. -22 PERMIT NO. r (206)431 -3670 Corrections required prior to approval. COMMENTS: M+' (&) i^PIA) )'fev rl) ntr9( Inspector:- A (} Date: oz $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: to g co w to I 0 g N d F- W Z F O Z 1— W Wi n0 O— w uJ 0 I .. Z U N Pr��'ect :� f '� �� / Lp Type of Inspection: n Address Date called: Special instructions. ' Date wante•: •.m. / 02 ..m Requ ster: P one: J22 3g-3 - .713 it INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Worrections required prior to approval. COMMENTS: 2 1 4-e 141 % r 1 s-\\ OA' s ( A l VIC 2_) Cc rare. I kOO- by -ec ~Iry lob of c1 us-4 o J i s Set' c tOStr< cih Iof +ckt1, 1 >) Crotw 5 arty ar e-eSS 15 C i l•r vA -1 � u axial l 611:,)-e v.e �4 aver ct t CILIN cx4 c door 31 1 -n Ms(' 2�' •� S�° C1 Date: 2 ,—.2.40- 0 Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 4� ey r`�..� ��?Z f ...: ` +�.w. '- ' ° : ia ..�'�l�r%`:M�'f'..a' . �'k . .._..:7 Fc�,l�..�.� 9h4w. "41..;4 10444 '` iaSJ " :kAri:$41 •, . i.+roua•� "inAt U t/) � W W N LL W Or 2 I Z Z O W o IJJ V' 0 11 • Z cn 0 1- Z INSPECTION RECORb Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300:Sotithcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes: l oco PERMIT NO. (206)431 -3670 Project iPO 32 . Address: Special instructions: Type of Inspection: a -+ Date called: oa Date wanted: a.m. x.. 10- Off- p.m. Requester: I ., � v• 5 Phone: (,- `] 1,S -PiP)4g Corrections required prior to approval. # Yl`ivv� \n n t.) c-P ?t r`,U rn i -PAC P 3 18 1 UDC 1003°3 - 1 , aM-k r)sk_ 1 C vr� W Spgc`e rr\ 41•9 �� p yn � ,nt vt4VlM. 47 r I Y \ S - F - %r /WW1 Cl f tl'f1 I A at Gtry ip;V' 1 P 1'115 � - 'V�ww re,� r I q t t tni hrr c�r-P I 1 Date: \-10— o . U ` $47.00 REINSPECTION UE REQUIRED. Prior to inspection, fee must be paid at 6300Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO ITY OF BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 I1 2-000 - PERMIT NO. (206)431 -3670 Protect:. - PgcA4Y-e : 32. Type of Inspection: `Address: Special instructions::. Date called: Date wanted: a.m. Requester: C r y i S Phone: 71s_ S S -! 9 Corrections required prior to approval. COMMENTS: qZ w'1 • ' P ?f Our Y\.su c. toy. c p1 rdveGf s i r* Oct iA■ h' Gpp 1'n V'PO Inspector Date: - 10 - $47.00, REINSPECTION.-FFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. Receipt Nov Date: rs `auu «1aw:szidk,«:.H+:eit�tlJ.0 i' .ir `Ert;d�u'�sk.`.+» 3.., n .^x•i.� ,Y�l�- t.wra:.;':sl..., h..,+:L ^.itj)...t.,, v.;U+4 a..a.i . 3 �i.Y• Approved per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981.88 COMMENTS: rid 7� C> 4 5 ems 144 i Cr/1-2• d'I fli — 13 ii,,t 7 ✓dpi °4 ) _ Inspector: e_ .(0 Date 1_(,' / INSPECTION RECO Retain a copy with permit PERMIT. NO. '(206)431 =367 pon ree -Lot 30 t.7 S Special instructions: Type of Inspection I re / Dat Ile � � Da an d: Y /o/ Requelh s F'honah Corrections required prior to approva $47.00 REINSPECTIOP6 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e: - • u ' 4) I Z re UO N w ;. W O g te a —a ` Z IO Z tu V ° ON . 01— w Iii r . w O ; w z ` co 1 z a Approved per applicable codes. s 5 S w wq r1/31,..,1 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: n rzathk.rAa Address: LC? Ct. 5 Special instructions: Type of Inspection: 6j Date called: c L p.m. Phone: PERMIT NO:. (206)431 -3670 ''.. Corrections required prior to apprd COMMENTS: Inspector: .:Date v 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No: Date: �r.. 3 y�tx,a lit Y't }:� ult t f . ��.�.�' �.:"'�:' N � .:';;�'.�..,w�..:t,.?:Yt .C. ✓ �:%�.'as, ° �'�.�u ^' 14: 444 rylrils+ ) ' fic?Ai 41,. ;' U U w. co u. w O g J N d W O ' Z t— wi D p! O m '. w Z' N i Project: ()o R.a9 Type of Inspection: C ciks cPt c k .41 4 f u. Address: led: Date ca I Special instructions: Date wanted. t t a.m. p.m. Requester: TAW W Phone: INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. OMMENTS: %if 6 ida ti Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i i; ar .s72.,: aYlke..`kaSai3..xs?. PERMIT NO. (206)431 -3670 vim `` z " aIg..o: COMMENTS' f i ., • / : . .cr /L Address: 4 " ' � CA e.. � ,_,) / rf .t.. £4 - , , r .0C4 • C..-Zvl i h 1 7L -fJ ,h i7 , , . lr'r _.f..+ 47 S AP A: e...-v/ S t . 1 -• 4/.....''1 Glut°. " �r CS (-4.? r I'. ( ":/A l-pJP�'C S/` '? ''' �fi 5,e_ . e• _ f e : . S' Imo., , --,,'y � i/ / 1 ' ee-d k, ir)? 5, cyu ter / GCS h el /17 .tD. /f..." ,!-r lam! er lac, , s ft '!mot'► or, 0 '1.i Le- Project Type of Inspection: .cr /L Address: Date called: Special instructions: Date wanted:: a.m. p.m. Requester: Phone: • INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: $47:Q ,REINSPECTION at 6300 Southcenter Blvd. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior; approval Date: f � 2-601 1 E E REQUIRED. Prior to inspection, fee must be paid Suite 100. Call to schedule reinspection. i 2.. ti fw S l( i�w'..; tii�lR' �u.. a+ k' Ci# Tli}' 1' tL' S1at'. Cr33:' u� '.�:+tdti+.k6'.l.tc.:i,w.:Jh? ^7 +. yeo,:t,u..ac,:iSS'.rl®'eSct.6�r •,... '�.:.1a..' ^�• <:.' ?ts•UPAS.c.ScmSkW >tw d Arriu,.b. ,v::.Hti�:- d.16SJ2t.L.0 gy 0 §, U) U/) W O: g ; J Q; = 0. W; Z I- 0; Z � QI 0 uJ( • LL Hi UN 2 P r, , . : D.fx-e-P IJ '' Q T ype tnipectio _ A dl A i { .(11 Date c Iled: ( y2is Jo Special instructions: Date wanted: ( ' /� / / p.m.l Requester 14.5 Phone:_ I 715 1 a � INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECD Retain a copy with permit Danbo 2; PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date P-174)( $47.0 KEINSPECTIOIWEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1.44r. 4+4b!- .ay.9�•::i.Y2 vl:eu�di r.`dl�.uA+�b�... ;i .•....:...Sw��. >�.+ur..'s... •r:,.,di. >.,n- •.•a._ ...�.al:�rr 'v ,n.•t „:w,r.r r , i�, wu:.. tn... dihr. duwu ,.:ki:+1t�.4- .Sas'uw+tti:+id: re W CO • IIJ W O J ; co O W, 2 • Di U 0 O N ', O H ? . W W U LL 0 w z; _ i z P ect: ic r.h Fre e1 L of l T of Inspe Ion: -c j 1 9 S ' 35 L I 7 A v ..S i l 1.1 of Special instructions: 1 Date me • it �I °l C p.m. Req ter: ✓1. S Phone: 1 C c/ p�C� qt--CIS" b0( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit irc0o -a�j PERMIT NO. (206)431 -3670 COMMENTS: /1 .4' orrections required prior to approval. i $4 .00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ∎%;•,4:.9. lG..G.s�:�;t %v .4 e'.c = =� P ect: T 1-/ . Type of Ins . Address: J 7 ! !q(� . S f Dat lied: . Special instructions: D Date w ted: I C Cfi Requester: Phone: ,90(,9 3 30 -- / /9e? D INSPECTION RECOR Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)431 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS: wit^ S q Y i Gt i lr P►f vv.; • LSI4e Inspector Date: 8- 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No: Date: .f+ "' "' ` 4.. a'': a' �sF" �'" �C��. t ;eta%a'�'t�.dw =fi�'"•`�:,'���.. ,`�i'�'�r`:: .kni:z'cir;bau k!. ,.:ctl':iin:3...vi.:J�Y':.r;ti" •` 4:..'�sss..usil: t?. tu. +'.�Nttln !e,s;�)�kil ilw..k�ii�CF ;,.,i RaL:$'r�l,te lw i.�lri.aL3,rJ -,�a!h.J Proje D PetC61rc e - beJ Type of Inspection: p Pu Rllea Address: ./.... ./- h s Date called: 4 Jfao, /o I Special instructions: We l file if f S ,� Date wanted: a.m. / loJ fY Requester: Phone: ,,7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Da .aa9 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 'COMMENTS: aZA 4 04) &.A paiA Abe Qk , cutes24 0.iteep s imokaa.04 6-61 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. • Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I ;:fit =fir` • 2 ..i �,. F. �••k a LAct 3 `R'tre k � ..4 ia.:.v. , � :t 'pfoZ 'Y t e4Z t'4 ��a ~ F V 11? 7 ".£'.2'?�J.!rtn. .xa• ac+. �`.� t - ..: s. �`,. �i e�: .�...1..:%+....:�tr.ErJ.�....� ..�.'.`,�.�.viS. ..4;;,1.d.ae i4' s. ..tcY S.3.✓xa„�SC'i`.,as:..�,tJ.r a,.fi ��,G4Gs.z.M.: r4; aNd'd,d 1.61a +:.14 414 ii4,1a ,L,'Lla,44. ..,r..+3aN ect: Date c• led: Date w. ted• J) Special instructions: t y 1 ! �1. Il f it ; .1'a •�� tl " IN SI�ECTION RECb' I Z l ' Z2 1 Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431- Corrections required prior to approval. COMMENTS: %air(L\ JOc\ lih� tA)c t5 C0 \-e \p55 rct vn ► rtl ve 13 N rP_` � h SJ,q�tldln vcier p}ytv CQ r45e l 11011Se tAk.{. V --\npr Zv,cokeAld" Inspector: Date: E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: y ..k,n!t: n .3,.vn,c. S !.n.. r ai.� , Lu; rS•y; +{a,�i:r.'ikavaS "fc4 i . 4J)3i e.:.; rl•1+• tKs'i442. lx�'�ta,r Ii w 0 '. u. CO 3 CJ. . zo 11 LU D co o o W W ,. H V -0 11 1 Z ' 0 INSPECTION RECO Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIMS 6300 Southcenter Blvd, #100, Tukv 1i ' e of Inspection: / uq+ Lott- ' r1 /JAW /64.44 1 Date call d: i & /O Date ante : /� v Re nester: P1- 2 Oil-Tin s ? Q I YrU 1 22 - q7 .4 r Special instructions: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1.� C rr ' c-\ l o,ns 2 3 v �� -(pro 11-1 0 a p pry /e/ 7 Al §6188 PERMIT NO. (206)431-36 Inspector , Q Q Date: 0 ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iikKraYdSl "PkSsw n ;4.,474aze -, ..l....aSAirI irr_;J INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA ' : 98 1 8 . r r',t, of:ln section: Approved per applicable codes. orrections required prior to approval. COMMENTS: cue I vr1•Pe I.- d OOi way 5 z;) _Avv 100 c f r -4- t r e k Sp rc .e C. oJ, ►nh5 a $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: a?: "+ c�e =—a�" � !# 4 -, ialeg�8lt:Atiearov a t33` �a:.... /- ifr`;.iFVG.e...>.;�r;. bloc+.�i.N.::itiritSJY;J/u. ^•J> ••uuw' �_s::K 4M.•«titi'M;�t, t� a,. �Z.Jdti�_,C9 «r.7' a INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA Type f'GCli 1 bey. ddress: Approved per applicable codes. Date I IVOCO-ai?c-i PERMIT NO. 98188 V� v (206)431- of Inspection: rra�n/ ri called: 3_018 -0 ! Corrections required prior to approval. lei 3 I I PAN 111 EMI EN II I IN 111/ II•1161/1MIMIMPI 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule ` reins . ection. ktetit tu.�.t r ia:iexr ek.. (d> VF..44040,Ma,a.: Project: (( Ty f Inspection: ID t � .�1,. ; r \?," o-P Address: 35' 1 Zz `(1 kh (\y- S• Date called: "�� � C\ O I o�rk Special instructions: Date anted: 3I Z v I J.1 a.m. ` p.m. Re uester: C_' hc� 5 � r o0 k..5 , l I •J s "or U m .1 {? 4C na J I l'"' 4 �.p Phone: `f y5- . - -, cam ( ( y COMMENTS: GrArG 4 sid walk AP -e 0 'c.. no ID t � .�1,. ; r \?," o-P 9.l cmt r. 1.-\-1,\\.-. n1)se. , 4 r^ () � 'k)6c1c O lt` 2.0VVIa e rkr R. w o�rk .) Jev' ' LA) 'PVYitl Q h� F 6fa, 1 � - ( s} c)or 1�'�QV'�G.�' S r�.r C.Clol S ) 'mot") '$ Ov\( ++ ) \Pln(-t�(` `-' tJ Jn ,2!' ,C)00r , l I •J s "or U m .1 {? 4C na J I l'"' 4 �.p ` A A 3S . 1 � 4r ,c( hr3)cJ f S. \kV ti .1 .s 'Pa wa t l sA ref? (i1 irt - 1 smt \ S1- * h ,c Inn, // ! tn.) � 1^UCS S r' , 11nCUW feTP Inspector: I '? Date: 3, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 E Approved per applicable codes. � I INSPECTION RECO Retain a copy with Ret py permit p brib -229 PERMIT NO. (206)431 -3670 Corrections required prior to appro $47.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: JAA+ Ab a '¢e tli i eM 2 . ,a:;r4cfa � hc9kau L!:tF Ltt,V P C kA I /U � Type f Inspe t j' _ a441/17n dress• 1 1 �7� r9,e5 D ate alle • I 2- 0 1 • S pecial instructions: Date wanted: a. Requester: aii:661 Phon_ '"! / `s5 e INSPECTION RECOIL-/ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval COMMENTS: Virr, ,‘41n 1[`4-, Inspector JV� � l ` K.T/Iti.� Dater 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: n�die '•r' •. 3t 4. ?XVillEt'::1Y, Project: e_4 h free, X1'32 Type f Inspection: Type 7 Addres 2'35 L{" CteiC .S. Date caUad: 3///o/ Special instructions: pd Date wanted: 3Iglol a. m. m. Requester: Phone: `\\T4 1 INSPECTION RECOR fir O. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �NG. �6' t$. Wdit1L ')4ACfYwi:3K�'.�1.,:.Y�3� aY'ir.. �. 2.000 229 PERMIT NO. (206)431 -367 orrections required, prior to approval. Approved per applic �l�le r r�odes. COMMENTS: 1 1•1100lfr.l �0 AN- +t^ 2 _ roc() N ac\ vs SePc i �► (' 3 I o G," rt,C 1 .. re-04r%. 61,1C o r cgr\c Lc,r \n( - ) A rii �3 G etwei j iJq` c Y\CA i 1 V cop \eS: r, AO rot --%v r t , 1 V1, + r `r LA.) fr t 1 I reirti'V d d 5$Q ( c , r,cl, a4 � r> 6 \I °Gk c0 bath w, rP.... 4ra4IAN.S t 1t'-2 siDe ®tPQ �t°n 1c4e . s 4-o C ( lls 0+ \hcit,15 hd TtWv .�. ker o r sk. r Date: 5 _ 6 I Inspector( 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. I Receipt No: Date: 4 u..,wr;rsL ; ;;:,4 i6 Project . ` Jo s rtc In -A rtre 32 Type of Inspection c Irtwltk V � Addre1 H A J 5 Date called: ' f Special instructions: Date wanted: • a.m. p.m. Requester: Phone: :14c INSPECTION RECOR Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicab s. • r I I I 000'9 PERMIT NO. (206)431 -367 COMMENTS: 5'l1 G )aM Yb - tP .-8 -e6r !--r'al. 1i' 1 V Y\G vv^ UJct t : J ADult l � - k r c i e I O(c tfy\ C c. (1.e4c $ hoi- 1 pawl p ''P'�-ef 'C H31 ? R 7 004.41 WV l rv rt, 120 orrections required prior to approval.' Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t L t r.L �. :� :21..f ! ^— +'i t Y A J.:r �S1 P sa r s i' 4, .'s u „r:a aiit�v+� v�f ^.uti.'m�Jxi�: x.�hitk.l` .e.rEli:S.a ✓.CY rS} +,.eaxa. » i+( & ��ir: 3. oa�: �cu ltuei:;L+.,dolnr.ienxat,s�:�i ,.ti €. rtS+e tD Q ' � W W O: LL? _ HW z z 0 w 2 3 t U 0 O N i 1 w = V • z . U 0 z Project � • � r-P e � � � r1:+c T of Insp�ct GGo aZ tvtq Ad ress:'" : 1 A� S Date called: 3 0 1 Special lust uchons: F. , Date wanted: ATM. _ 3-0/ p.m. Requester: C \YI 149r Phone: INSPECTION RECOR6../ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. 'Taco° PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: W,r 1 \ �. cOc V" a se►�-\r\ ec,k P I VY Pri°cit ql SS } Chou) 2 Date: 3 - o I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: &t`t 4;-; kaZZan ;+ r ". . ,Z4*- 41/4L{".acbr x.�. h2.,..;t1 "ddt, •:t lalt 'apt :41' J0 U O co W == N LL ', N 3 _ I— W Z O; E h- D o o -- o lam W 1 t .. Z '. o z Pr � : cr�11 a ( la ��v Ty f Inspect on: s l 1 I.22- 1/4 C) 31p1,2_ -2 Date : ( Special instructions: ,r £ Date wan �ed: Z a.m. ) 01 p.m. g e 7-1 Re U ld` a %. 1 i-eA (c ■ oi s Phone: ' l `(1 — . s S et. {— �} N RECOR INSPECTION Retain a copy with permit Reta py P 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. pZo-i t i o) PERMIT NO. (206)431 -367 liS cC t orrections required prior to approval. COMMENTS: - 'F A4 - e ( / ( eee 1 i .1 1111 Al . law- fr - - - r ' $47 0 ' INSPECTION EE REQUIRED. Prior to inspection, fee must be paid `...°,`, 6 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: C k- F�'/ie71c'x:l ii +'s: te. -.+ +a faak: kh,k�:3M.,s.'�..><i!v '+�iN�usw1E?.•t.nS.+.?a,u,. ,s r,1:,..:.n:+(v ECTION RECO Retain a copy with per , INSPECTION NO,, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 COMMENTS: Approved per applicable codes. } Corrections required prior to approval. E l $47. REINSPECTION F REQUIRE ' . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite. 100. Call to schedule reins.ection. y}y44, Afl P.v.M p, • . - py /1gv.ba INSPECTION RECO Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Project, Address: 1 17 bv ). eciaF; instructions: Type of Inspection: Sb Date called : .. Date wanted: a.m. i/ p.m. Requester: / r Phone: Corrections required prior to approval. COMMENTS: /34int eadA.A.6 4.4 *7-_41.-d > _ r fi_ 1 .•4# --e 12 ll.. Al r IC, I ft n,..� . r LL ( fA t , t,J 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No. I Date: 4.44 liwx�E,.:::�tira,o-.Y�a�7rS: R., tsswJt- !S'.�n1a..aar >c1 +arr 0 8 V (A G N LL W O u— I— ill 2 uj H W w; ii Z `. W N i O , Project: rpaC14 Type of In pection• ljiev - i r Addr ss / Z S Ll 7 Date called: I ! ? / Z�tJ Special instructions: : ! .' r / Date wanted' ?2 /Q 1 F,l, Requ r .r. Phont g J " 471/1_7655 INSPECTION NO. INSPECTION RECORL Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0 ZooU - ZZ� PERMIT NO. (206)431 -3670 Corrections required prior to approval: COMMENTS: CocAtraii K $47.00 REINSPECTION EEEyEQUIRED.- Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: k'ia U ,-0sriitils Project: Peete A hte_bc,vc /op Type of Inspection: /S'adm Address: Date cane!: Special instructions: Da a want d: / /o 0 / tpp� p.m. R ester :. i rr s . . Phone: (125-9Y1— 94955 ■ Inspecto INSPECTION NC7. Approved per applicable codes. INSPECTION RECOR Retain a copy with mit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: r or s c � rte i01. 1L - I .. - s t11M 1Y`�� C)`)C VN 71-.4ekcf . M-P c t (VA riA s : r U SS S r PERMIT NO. (206)431 -367 Corrections required prior to approval.:. Date: u5ag- _+r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 9 � w 0 [ u. N d Z W 0 '; 2 30 o -. 0 1—i: W = I— 0 0 Z W 0 z Project: ia c6t fr e4 9 be V. Ty of iIICC� VIAla ' I N a l ili A dress:. �h .2235 147 At alled: � Date tcZd q 0 Special instructions: Date wanted: a.m. 1245'00 4 RequeC hill 10 f. Pho otf 9 (il --Kos ,t. -11,^ INSPECTION RECOI D,2.000' Z 2. 'Retain a copy with ermit INSPECT! . N NO CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections requir d prior to approval COMMENTS 1 , :/= - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Hi�f'.�.1L61G11w �.ifYG�4laikirlS2 l�v.�'� . - J �.cY +..i>..LS Ct lA W WO i . 111 uj D CI U tn;. 0 H W u LL O tLl Z 0 ; Z f oject: 'T Q3.1 "�1'C0. �.;�� (,�2n4A- T pe of I n: . - - :. •• , a Lia t' I'll Ac dress: 12,g -I `7 / Date called: I,Q --i-D ,------. Special instructions: I Date wanted: p 1 - a.m. p.m. Requester: Phone: ` ) - r INSPECTION RECOR Retain a copy with permit INSPECT F70: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ed per applicable codes. L�?OLb ��7_Za /r9 PERMIT NO. (206)431 -3670 -Corrections required prior to approval. COMMENTS: zr i7i is M� "y r....:3�i.r:�rriF+f�.i.�_.I / i ' v` ' 4,- )- S t/ AI'f ti �-et/ U Date: / / c.S El $47. EINSPECTION =' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N o: e: a.Sra 15. cs 'tv�ll...Sr.t ^,s..'�^YYa]i.c. i".6.: .1;$.1. 'ar�r:ai Project: , - . r, e. Type of Inspection: s SS Address: /2.-Z-35 : , j Date called:. Special instructionsy` Date wanted: /.L i 04) a.m. p.m. Request r. I Phone: S SS Approved per;applicable codes. s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: /a�� fov �i?rro�v e (fJ L4 SS StiLll 01 / 1 - BSI W a & io art ate. IZ—.- 3,S / z-izq W00 ST 11 ,1/6 ! G 7a I 1/ 14 JV NJ SLR Wy. w / . iKut !v bovi4eLki 72) (11' Inspector: Date: �• tp/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - w .ic. +�5'ia_ x:, a 'uws °t4• „x a6«ca�.ia�+. us mwvsM3 ...3,�sea;:.,aautew.vit�'iui'er ..i n,ar1 .5,. ,.�k.u,�m.: 'INSPECTION RECOR Retain a copy permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Project: tc.h Tee_ — LO A 32 Addres • (Z 7 v S " structions: Type of Inspects n: G rCt.Lv� to Date alled: Date ante : I I 2'7 OD Re uester: -hr IS Phone: L I (-14I - SS (206)431 - 3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: . Y^ ve ()vNC Oy \--3( \ 1x)gctay CC arptA- 1\ IFrOvIc t^n,ev-V vOVS rov\ A k0 0 k- o s\\4Dc4 1. 160v- Inspector AAir_ 0 Date: \\ x I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: 'A kiiJ..Vfhn,,y:.:! L2tl.n.42i�$:S A� ILJ CC 2 0 8 ', � W : W O : �_D W 2 0 , U . O — I-- V ' O ; i. U - ; O ` Z feet: - T - c(ch - L-01 3a T of Inspect unctu -hor\ l� f .S Address: 0" I D )L ( A„ S D to called:. I - iL co S ial i'rt%t f s: err ` U Date wanted: am. 1 I —IS .m CO C Re est .hr-I P ne: Ds^ 2 -&, ,c ( -3 s 83 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes: INSPECTION RECOR Retain _a copy with permit COMMENTS: (206)431 -3670 Corrections required prior to approval: /fr ( Date: S too 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - �r� Iect: Type of Ins ection: A d e s r 1 -1- - ) l'W • Date cant CD ;Specia instruions: _ � +a/€ ate wan d: 1 `— C a.m. P.m. quester: . YVZ th one: -. /Qt QQ - 3?43 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECO Retain a copy with permit (206)431 -3670 Corrections required prior to apprbval COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: °;' .:;a. .y : "Y _ rct:�. t . �w..,»ni;t. r, . �., �.:7riAvz,.. rs•w.4 `"d :c,�frdt�tirY W' to W ; 9 co W' 0 a g m 2 1 O ; . I— O Z H M p` '0 y 0 1_ 'W , V • LL al Z ; O Z Pro t: A Type of Inspection: r- Address / 1 `-1- 5 7 � S, Date called: J . f Special instructions: 1 Date wanted: � a.m. P.m. Request Phoneq: 2- 5 , f 4 ✓ INSPECTION RECOR -A Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. Inspctor: 941 ZOO —04 PERMIT NO. 0 261:0 - - - (206)43.1 -3670 Corrections required prior to approval. COMMENTS: OZ Sf - pda 41 aurAt O• -/� L /Lau Ova ,Date: r( ufn 4 Cr El.$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :I +. ": +}6�4.4•iu , ttM` 14.dI'SP - 4 +;I'+f�'+,.tlS v ,,107 ; :;. 1 ` , i , ;:t.lika"a",:iT41:‘,,..7 t V2,747a 7 41.4.4'0"107‘ 0 1,, City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit Project Name. ez-vt .6 Address • 1 Needs shift inspection (7 'Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 1 ) •Authorized Signature FINALAPP.FRM Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief N ;_,2 6c)(..) "L'2 Suite # Date' Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 in ee Pevolprme.0. - 71„, L . _ Cc +e; (AA v Ls-itthke/t/ a.../c0161 11 , —1 ; • I i I i 1 i \ I I 1 l ; 1 - • - • 'i 7 \Lz. Li -p - t 0 It ... 1 -------- A , 1 , / -- ' -'----'---------- ---(&-Drbg. •.4 1..!..4 f 2• I " .. X_3)31 . _ ' I A L 4 V. t•- 1 1 .. - \ ) tiT1;. III () P • ' ; To: Michael P. Cusick, P.E. Per: Greg Villanueva / Utilities Inspector From: Peachtree Development Dear Mike; Below is the sketch proposed by P & S Excavation also recommended by Greg Villanueva. The issue we are referring to is #5 of the correction letter which states, "that the pavement on 47 Ave S in front of the proposed sites are less than 5 years old so the city will not allow us to cut the pavement in order to connect to the water and sewer ". What we are proposing is to Tee off from the existing stub to provide service to the other two lots thus avoiding disrupting the newer pavement in the street. Please see sketch. Questions, please call Christopher Brooks @ (206)226 -7106 Thanks so much for your consideration. Sincerely, Christopher Brooks Peachtree Development Install a 6X4 reducer w/ a 6" clean inspection Tee. s€ vieal uc e_✓ F L--)4 e-1 tTrt -ez e - s - to" G✓ / RECEIVED AUG 9 2000 PUBLIC WORKS "el / ta r✓ GI, TT? .^G s7 5 ere L c• out @ the property line & then will have an J�� a m- ms. mom •w•• r r.:V STOCK PLANS • CUSTOM DESIGN June I 0, 1999 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non- bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls: In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer reXPIRSIB /-- / —c o 1 t —1 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER ■ 19613.81st Ave S a Suite F s Kent, WA 98032 • (253) 872 -2580 ■ Fax: (253) 872 -3649 Email: designstudio @designsunlimited.com ■ 1 A 1 B 12.0 3 • 15.0 Walls Struts r - OM O • y X 4 Story : 2 3 4 2 14.3 1 06 -05 -2000 1254A -1 32.0 381 11 l 2 3 1 2 C 7/16" Sheathing w/ 10d Box 3 CGrIII Species 7= [ Simpson Strong -Tie Holdown 3 [ Gr III Species [ Simpson Cnnctr I - Exceeds maximum table value 5 54.0 • • • • • • NOTICE: IF THE DOCUMENT, IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO T HE QUALITY OF THE DOCUME m c C r- Ni P 1 g 12.0 3 C 15.0 1 Wall s Holddowns Struts 1 -, Story : 1 2 14.3 n El 3 32.0 5 06 -05 -2000 1254A -1 I7 [ 7/16" Sheathing w/ 10d Box ] [Cr III Species ]= C Simpson Strong -Tie Holdown ] C Gr III Species [ Simpson Cnnctr ] - Exceeds Maximum table value 5 54.0 'NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SW # Shear Wall • Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) Notes r-1 CV V") CO 01 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 6,7 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w/12 -8d 0.17 6,7,8 7/16" RS (1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w/12 -8d 0.23 1,2 7/16" RS (1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1,2,4 7/16" RS (1) 10d @ 3 5/8" @ 24 16d @ 2 A35 @12 w /12 -8d 0.45 1 - 5 7/16" RS (1) 10d @ 2 5/8" @ 16 16d @ 2 A35@ 9 w /12 -8d 0.60 1 - 5 7/16" RS (2) 10d @ 4 5/8" @ 16 2 -16d @ 3 2- A35 @15 w12 -8d 0.72 1 -5,8 7/16" RS (2) 10d @ 3 5/8" @ 12 2 -16d @ 2 2- A35 @l2 w12 -8d 0.90 1 -5,8 7/16" RS (2) 10d @ 2 5/8" @ 8 2 -16d @ 2 2 -A35@ 9 w12 -8d . 1.20 1 -5,8 T for Toe Nailing; GB for Gypsum Board; RS for APA Rated Sheathing ==t Shear Wall Schedule ] [ 7/16" Sheathing w/ 10d Box [ Shear Wall Notes ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls with greater than 350 plf require a minimum of a 3x sill plate to comply with footnote 3 of Table 23- I -I1 -1. 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. [Gr III Species ] RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER [ Simpson Strong [ Simpson 1998 -Tie Holdown ] Catalog ] - -- yr ' Foundation Level HD Type Stud Fastner Anchor Cap Detail # ' Type to Stud Bolt Kips Number 1 STHD8 (2)2x (24) 16d - -- 2.37 2 STHD10 (2)2x (28) 16d - -- 2.99 3 2)LSTHD8 (4)2x (24) 16d - -- 3.65 (2) CS16 4 STHD14 (2)2x (38) 16d - -- 4.43 3x 5 2)STHD10 (4)2x (28) 16d - -- 5.98 (42)16d ea 6 2)STHD14 (4)2x (38) 16d - -- 8.86 - -- 7 HD10A 6x (4)7/8 "0 7/8 "0 9.90 11.60 8 HD14A 6x (4) 1" 0 1" 0 13.38 9 HD15 6x (5) 1" 0 1 -1/4 "0 15.30 [ Simpson Strong [ Simpson 1998 -Tie Holdown ] Catalog ] Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number CS18 2x (18)10d - -- 1.27 N ch V Lf) 1.0 rs OD ON ll (2)CS20 (2)2x (18) 8d ea - -- 2.01 (2)CS18 (2)2x (18)10d ea - -- 2.54 (2) CS16 (2) 2x (28) 8d ea - -- 3.30 MST60 3x (56) 16d ea - -- 4.35 2)MST37 (2)3x (42)16d ea - -- 7.63 2)MST48 (2)3x (46)16d ea - -- 8.92 2)MST60 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "t 5/4 "0 15.30 ;Holdown _ [ Holdown S [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHDBRJ for STHD8, STHD1ORJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories RECEIVED CITY OF TWONMA JUL 1 1 2Q00 PERMIT CENTER :Designs Unlimited Time : 09:53:01 Date : 06 -05 -2000 'SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 2 2 2 2 2 1 1 1 1 1 1 1 1 3 1 1 1 2 3 1 1 2 1 3 1 1 3 1 2 1 1 4 1 3 2 2 5 0 - - 1 1 3 1 1 1 2 3 1 1 2 1 3 1 - 2 2 3 1 3 1 8 5 5 5 0 * Exceeds table capacity None required WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF10C.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL CITY OF JUL 1 i 2000 PERMIT CENTER • .'Designs Unlimited Time : 09:53:01 Date : 06 -05 -2000 'SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to X axis Story Line Wall SW LtHD RtHD 2 A 1 1 - 2 A 2 1 - 2 B 1 2 - 2 C 1 1 * Exceeds table capacity None required 1 A 1 1 - 1 1 A 2 3 1 1 1 A 3 3 1 1 A 4 1 - 1 B 1 2 - 1 C 1 1 - WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF10C.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • .'Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = 4 I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.200 R X -Axis = 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Story 2 Story 1 Load Summary II to Y WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 of 7 II to X Level (K) DL Seis Wind DL Seis Wind 2 - 21.8 5.9 5.3 17.1 4.4 1.4 - 1 - 24.9 3.5 6.2 15.3 2.1 1.7 -- Base Total 9.4 11.5 6.5 3.1 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER :Designs Unlimited Time : 09:53:02 ^~ ^ ��'��^�� Date : 06-05-2000 P • INPUT DATA - Walls WOODCAD QLAT (Pro \/4.0) File: I254A-I Page: 2 of 7 Calo Plot Wall Length Wall Lt Trib Bt Dis Dis Dis Bt Shear Bolddowo DL Span Width Span WALLS Parallel to Y-Axis X X Story 2 Line 1 , Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.0I5 0.0 1.5 6.0 Wall 2 0.0 0.0 I0.5 8.1 4.5 4.5 0.015 6.O 1.5 O 0 Line 2 ^ ' Wall 1 14.3 14.3 0'0 8.1 9.5 9.5 0.015 0.0 0.0 0.0 Line 3 ' Wall 1 33.0 33'0 0.0 8.1 8.0 8.0 0.0I5 0.0 0.0 0.0 Line 4 Wall 1 38.7 38.7 0.0 8'1 8.0 8.0 0'0I5 0.0 1.5 0.0 Line 5 Wall 0 54,0 54.0 0'0 0'0 0.0 0.0 0'0I5 0.0 1.5 0.0 Story 1 Line 1 Wall 1 0.0 8,0 0.0 8.1 4.5 4.5 0.015 0'8 6.0 6,0 Wall 2 0.0 0,8 10.5 8.1 4.5 4.5 0'0I5 6'0 6.0 0.0 Line 3 Wall 1 14.3 12.3 0.0 8.1 8.3 8.3 0'05 8'0 9,0 2.7 Wall 2 14.3 18,3 0.0 8.1 8.3 8.3 0,0I5 0.0 10.0 2.7 Line 3 ^ Wall 1 32.0 33.0 0.0 8.1 8.5 8.5 0'0I5 0.0 7.8 0.0 Line 5 ^ Wall 0 54.0 54.0 0.0 0.0 0.0 8.0 0.0I5 0.0 0'8 0.0 WALLS Parallel to X-Axis }{ Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 20.0 20.0 0'0I5 0.0 9.0 4.0 Wall 2 0'0 0.0 24.0 8.1 30,0 30.0 0.0I5 4.0 9.0 0.0 Line B ' ' Wall 1 12'0 12.0 38.7 8.1 15.3 I5.3 0.0I5 8.0 7.5 0 0 Line C ' ^ Wall 1 15.0 I5.0 0.0 8.1 38.7 38.7 0'0I5 8.0 9.0 0.0 Story 1 ^ Line A Wall 1 0.0 0,0 0.0 8.1 6.5 6.5 0'0I5 8'0 0,8 4.0 Wall 2 0.0 0.0 I0.5 8'1 5.2 5.2 0'015 4'0 0.8 2.0 Wall 3 0.0 0.0 17,7 8.1 4.3 4.3 0.015 2.0 0.8 6.0 Wall_ 4 0,0 0.0 38'0 9.4 26.0 26.0 0,0I5 6.0 68 0.0 Line B Wall 1 12.0 I2.0 35.0 9.4 19.0 19.0 0.0I5 0.0 Line C JUL CITY OF TUKWILA � � �MO0 *w� , , ^... PERMIT CENTER 4 :Designs Unlimited Time : 09:53:02 Date : 06-05-2000 • Th INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1254A-1 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X-Axis Y Y X Wall 1 15.0 15.0 7.2 8.1 21.5 21.5 0.015 4.0 0.8 2.0 RECEIVED env OF TUKWILA JUL 1 1 2000 PERMIT CENTER 1 41 'a') P . .z. Z � .Designs Unlimited Time : 09:53:03 Date : 06-05-2080 LINES Parallel to Y-Axis INPUT DATA - Diaphragms WOODCAD QLAT (Pro \/4.0) File: 1254A-I Page: 4 of 7 Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) Roof Level Lines 1 2 15.0 0,020 0.000 0.025 0.0 N 0'0I5 7 7 Lines 2 3 I5'0 0.820 0.800 0'025 8'0 N 0'0I5 7 7 Lines 3 4 15.0 0.020 0.000 0.025 0.0 N 8,0I5 . 7 7 Lines 4 5 I2'0 0'020 0'000 0.025 0.0 R 0'0I5 7 7 Level 1 Lines 1 2 I5.0 0.015 0.000 0.000 0.0 N 0.0I5 Lines 2 3 15.0 0.0I5 0.000 8.008 0.0 N 0,015 Lines 3 5 I2.0 0.015 0.000 0.000 0.0 R 0'0I5 LINES Parallel to X-Axis Roof Level Lines A B 54.0 0.030 0.000 8'025 0.0 N 0.015 P3 Lines B C 38.7 0.020 0.000 0,025 0.0 N 0'0I5 P1 Level 1 Lines A B 54,0 0.0I5 0.000 0.000 0..0 N. 0.0I5 ' Lines B C 38.7 0.015 0.000 0.000 0.0 N 0.0I5 JUL RECENED CITYOFTUKWILA � � ��MM *�� . ' �°"" PERMIT CENTER 1 • •Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to Y -Axis Story 2 Redundancy Factor 1.00 Ln 1 0.6 0.7 Wall 1 0.064 0.081 1.8 0.0 0.0 0.4 0.4 Wall 2 0.064 0.081 1.8 0.0 0.0 , 0.4 0.4 Ln 2 1.3 1.6 Wall 1 0.136 0.171 0.9 0.0 0.6 1.0 1.0 Ln 3 1.0 1.2 Wall 1 0.123 0.155 1.0 0.0 0.6 0.9 0.9 Ln 4 1.3 1.8 Wall 1 0.166 0.219 1.0 0.0 0.7 1.4 1.4 Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln 1 0.9 1.5 Wall 1 0.102 0.171 1.8 0.0 0.0 1.5 1.2 Wall 2 0.102 0.171 1.8 0.0 0.0 1.2 1.5 Ln 2 2.1 3.5 Wall 1 0.124 0.208 1.0 0.0 0.0 0.9 0.8 Wall 2 0.124 0.208 1.0 0.9 0.9 0.9 0.7 Ln 3 3.7 6.5 Wall 1 0.435 0.766 1.0 0.0 1.9 5.5 5.5 Ln 5 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 1.3 0.6 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 of 7 Wall 1 0.027 0.012 0.4 0.0 0.0 Wall 2 0.027 0.012 0.3 0.0 0.0 Ln B 1.6 0.7 Wall 1 0.103 0.045 0.5 1.7 0.0 Ln C 0.2 0.1 Wall 1 0.006 0.003 0.2 0.0 0.0 Story 1 Redundancy Factor 1.00 Ln A 1.9 1.3 Wall 1 0.046 0.030 1.2 0.0 0.0 0.0 Wall 2 0.046 0.030 1.6 0.0 0.0 0.1 0.1 Wall 3 0.046 0.030 1.9 0.0 0.0 0.2 Wall 4 0.046 0.030 0.4 0.0 0.0 ' Ln B 2.3 1.5 Wall 1 0.122 0.081 0.5 0.7 0.0 -- RECEIVED Ln C 0.4 0.3 CITY OF TUKWILA Wall 1 0.017 0.013 0.4 0.0 0.0 JUL 11Z000 PERMIT CENTER 2 Q - a+ Z H, ut ; j 0I 0 ,n , 10 -1 W WI W Z 0 ,Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 OUTPUT DATA - Shear Walls and Holddown Forces WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 6 of 7 Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) WALLS Parallel to X -Axis S- Support required beneath holddown M- Manaul input of holddown RECEIVED CITY OF TUKWftA, : JUL 1 1 zone PERMIT CENTS; , • Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 • • LINES Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 7 of 7 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind Shear Chord Force Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Klf) (Klf) (Kip).xxL Roof Level Lines 1 2 1.0 1.62 1.45 0.05 -0.05 0.05 -0.05 0.2 .50 Lines 2 3 1.2 2.00 1.80 0.07 -0.07 0.06 -0.06 0.3 .50 Lines 3 4 0.4 0.76 0.68 0.03 -0.03 0.02 -0.02 0.0 .50 Lines 4 5 1.3 1.48 1.41 0.12 0.00 0.12 0.00 0.9 .00 Level 1 Lines 1 2 1.0 0.96 1.63 0.03 -0.03 0.05 -0.05 0.2 .50 Lines 2 3 1.2 1.19 2.02 0.04 -0.04 0.07 -0.07 0.3 .50 Lines 3 5 1.8 1.34 2.51 0.22 0.00 0.36 0.00 0.4 .00 LINES Parallel to X -Axis Roof Level Lines A B 0.2 3.72 1.18 0.03 -0.03 0.01 -0.01 0.1 .50 Lines B C 0.1 0.69 0.21 0.01 -0.01 0.00 -0.00 0.0 .50 Level 1 Lines A B 0.2 1.73 1.36 0.02 -0.02 0.01 -0.01 0.0 .50 Lines B C 0.1 0.34 0.34 0.00 -0.00 0.00 -0.00 0.0 .50 • RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER . Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 * * * * * * * * ** ' Story 2 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.289 0.364 OTM 2.780 2.945 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.090 LT 0.000 RT 0.056 Max Down LT -0.618 RT -0.708 LT -0.655 RT -0.711 Res Moment: LT 1.381 RT 1.745 LT 0.951 RT 1.120 Holddown LT 0.311 RT 0.230 LT 0.443 RT 0.406 Story 2 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.289 0.364 OTM 2.780 2.945 Uniform DL: 0.030 0.019 Header DL : LT 0.090 RT 0.000 LT 0.056 RT 0.000 Max Down LT -0.708 RT -0.618 LT -0.711 RT -0.655 Res Moment: LT 1.745 RT 1.381 LT 1.120 RT 0.951 Holddown LT 0.230 RT 0.311 LT 0.406 RT 0.443 Story 2 Line 2 Wall 1 Height 8.1 SW Len 9.5 HD Len 9.5 Wt 0.015 Seismic Wind Wall Force: 1.291 1.627 OTM 11.395 13.183 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.199 RT -1.199 LT -1.388 RT -1.388 Res Moment: LT 4.934 RT 4.934 LT 3.673 RT 3.673 Holddown LT 0.680 RT 0.680 LT 1.001 RT 1.001 Story 2 Line 3 Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 0.985 1.241 OTM 8.763 10.052 Uniform DL: 0.000 0.000 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.095 RT -1.095 LT -1.256 RT -1.256 Res Moment: LT 3.499 RT 3.499 LT 2.605 RT 2.605 Holddown LT 0.658 RT 0.658 LT 0.931 RT 0.931 Story 2 Line 4 Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 1.329 1.753 OTM 11.556 14.196 Uniform DL: 0.030 0.019 ' Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.445 RT -1.445 LT -1.775 RT -1.775 Res Moment: LT 4.363 RT 4.363 LT 3.005 RT RC I Holddown LT 0.899 RT 0.899 LT 1.399 RT CITY F JUL 1 1 2000 PERMIT CENTER , Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 • WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 Story 2 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 ' Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.030 0.019 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Story 1 Line 1 Wall 1 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.270 LT 0.000 RT 0.270 Max Down LT -0.927 RT -1.197 LT -1.388 RT -1.658 Res Moment: LT 1.927 RT 3.021 LT 1.435 RT 2.249 Holddown LT 0.499 RT 0.256 LT 1.069 RT 0.889 Story 1 Line 1 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 0.461 0.771 OTM 4.173 6.247 Uniform DL: 0.090 0.090 Header DL : LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -1.197 RT -0.927 LT -1.658 RT -1.388 Res Moment: LT 3.021 RT 1.927 LT 2.249 RT 1.435 Holddown LT 0.256 RT 0.499 LT 0.889 RT 1.069 Story 1 Line 2 Wall 1 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.135 0.135 Header DL : LT 0.000 RT 0.182 LT 0.000 RT 0.182 Max Down LT -1.104 RT -1.286 LT -1.684 RT -1.867 Res Moment: LT 7.952 RT 9.313 LT 5.920 RT 6.933 Holddown LT 0.146 RT - 0..018 LT 0.971 RT 0.849 Story 1 Line 2 Wall 2 Height 8.1 SW Len 8.3 HD Len 8.3 Wt 0.015 Seismic Wind Wall Force: 1.031 1.726 OTM 9.165 13.980 Uniform DL: 0.150 0.150 Header DL : LT 0.000 RT 0.203 LT 0.000 RT 0.203 ' Max Down LT -1.104 RT -1.307 LT -1.684 RT -1.887 Res Moment: LT 8.417 RT 9.929 LT 6.266 RT 7.392 Holddown LT 0.090 RT -0.092 LT 0.929 RT RED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER * • Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 - WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 3 Story 1 Line 3 Wall 1 Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Seismic Wind Wall Force: 3.699 6.511 OTM 30.801 52.741 Uniform DL: 0.117 0.117 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -3.624 RT -3.624 LT -6.205 RT -6.205 Res Moment: LT 7.754 RT 7.754 LT 5.773 RT 5.773 Holddown LT 2.711 RT 2.711 LT 5.526 RT 5.526 Story 1 Line 5 Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.012 0.012 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 'WALLS Parallel to X -Axis 'Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height 8.1 SW Len Seismic O .531 6.273 O .180 LT 0.000 RT 0.360 LT -0.314 RT -0.674 LT 54.270 RT 60.750 LT -2.400 RT -2.724 Wall 2 Height 8.1 SW Len Seismic O .797 9.410 O .180 LT 0.360 RT 0.000 LT -0.674 RT -0.314 LT 131.827 RT 122.107 LT -4.081 RT -3.757 Wall 1 Height 8.1 SW Len Seismic 1.576 14.273 O .150 LT 0.000 RT 0.000 LT -0.933 RT -0.933 LT 28.600 RT 28.600 LT -0.936 RT -0.936 Story 2 Line C Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.248 OTM 5.814 Uniform DL: 0.180 Header DL : LT 0.000 RT 0.000 Max Down LT -0.150 RT -0.150 Res Moment: LT 203.199 RT 203.199 Holddown LT -5.100 RT -5.100 Wall 1 Height 8.1 Seismic 0.301 3.078 0.012 LT 0.000 RT LT -0.474 RT LT 2.538 RT LT 0.083 RT SW Len 0.024 -0.498 2.679 0.061 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 4 20.0 HD Len 20.0 Wt 0.015 Wind 0.237 1.919 0.113 LT 0.000 RT 0.226 LT -0.096 RT -0.322 LT 31.447 RT 34.481 LT -1.476 RT -1.628 30.0 HD Len 30.0 Wt 0.015 Wind 0.355 2.878 0.113 LT 0.226 RT 0.000 LT -0.322 RT -0.096 LT 75.306 RT 70.756 LT -2.414 RT -2.263 15.3 HD Len 15.3 Wt 0.015 Wind 0.696 5.636 0.094 LT 0.000 RT 0.000 LT -0.368 RT -0.368 LT 16.924 RT 16.924 LT -0.738 RT -0.738 38.7 HD Len 38.7 Wt 0.015 Wind O .104 O .839 0.113 LT 0.000 RT 0.000 LT -0.022 RT -0.022 LT 117.746 RT 117.746 LT -3.021 RT -3.021 6 5 HD Len 6.5 Wt 0.015 Wind O .197 1.594 0.012 LT 0.000 RT 0.024 LT -0.245 RT -0.269 LT 1.890 RT LT -0.045 RT c JUL 1 1 2000 PERMIT CENTER iDesigns Unlimited Time : 09:53:04 Date : 06 -05 -2000 •WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 Story 1 Line A Wall 2 Height 8.1 SW Len 5.2 HD Len 5.2 Wt 0.015 • Seismic Wind Wall Force: 0.241 0.157 OTM 2.462 1.275 Uniform DL: 0.012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.498 RT -0.486 LT -0.269 RT -0.257 . Res Moment: LT 1.737 RT 1.681 LT 1.293 RT 1.251 Holddown LT 0.140 RT 0.150 LT -0.003 RT 0.005 Story 1 Line A Wall 3 Height 8.1 SW Len 4.3 HD Len 4.3 Wt 0.015 Seismic Wind Wall Force: 0.199 0.130 OTM • 2.036 1.055 Uniform DL: 0.012 0.012 Header DL : LT 0.012 RT 0.036 LT 0.012 RT 0.036 Max Down LT -0.486 RT -0.510 LT -0.257 RT -0.281 Res Moment: LT 1.157 RT 1.250 LT 0.861 RT 0.931 Holddown LT 0.204 RT 0.183 LT 0.045 RT 0.029 Story 1 Line A Wall 4 Height 9.4 SW Len 26.0 HD Len 26.0 Wt 0.015 Seismic Wind Wall Force: 1.204 0.787 OTM 14.765 7.401 Uniform DL: 0.090 0.090 Header DL : LT 0.270 RT 0.000 LT 0.270 RT 0.000 Max Down LT -0.838 RT -0.568 LT -0.555 RT -0.285 Res Moment: LT 76.588 RT 70.270 LT 57.016 RT 52.312 Holddown LT -2.378 RT -2.135 LT -1.908 RT -1.727 Story 1 Line B Wall 1 Height 9.4 SW Len 19.0 HD Len 19.0 Wt 0.015 Seismic Wind Wall Force: 2.314 1.545 OTM 24.266 14.525 Uniform DL: 0.090 0.090 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.277 RT -1.277 LT -0.764 RT -0.764 Res Moment: LT 37.526 RT 37.526 LT 27.936 RT 27.936 Holddown LT -0.698 RT -0.698 LT -0.706 RT -0.706 Story 1 Line C Wall 1 Height 8.1 SW Len 21.5 HD Len 21.5 Wt 0.015 Seismic Wind Wall Force: 0.368 0.273 OTM 5.101 2.215 Uniform DL: 0.012 0.012 Header DL : LT 0.024 RT 0.012 LT 0.024 RT 0.012 Max Down LT -0.261 RT -0.249 LT -0.127 RT -0.115 Res Moment: LT 28.234 RT 28.002 LT 21.019 RT 20.846 Holddown LT -1.076 RT -1.065 LT -0.875 RT - REGEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER ;Designs Unlimited Time : 09:53:04 Date : 06 -05 -2000 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL =Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD ft ft K K Story Line Wall 1 0.00 0.00 0.31 0.44 1 0.00 0.00 0.81 1.51 2 0.00 10.50 0.23 0.41 2 0.00 10.50 0.49 1.29 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER .1 Designs Unlimited Time : 09:53:05 Date : 06 -05 -2000 -SUMMARY OF ACCUMULATED HOLDDOWN FORCES Q RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 1 1 0.00 4.50 0.23 0.41 1 1 0.00 4.50 0.49 1.29 1 2 0.00 15.00 0.31 0.44 1 2 0.00 15.00 0.81 1.51 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER NO MANUFACTURER FRAME MATERIAL MODEL It SIZE U -VALUE AREA S.F. 1 .s NA,O A r V 1 n 1 vl MA\ 105CC (>70 = v (1. LA x.4610 0 01) qo. 0 I .StA, vv\ rn,i t . I Stit,vv. ntirt- v 111-t,1 I .s 4 )c• '1— G, 41 Ili/ iA, wv rwo- v' i vuA 1 �% ''CJ >` • 5 () 4 i CS 1 AA.Ary ,r,,..., -f- Af 1 >n. 1 147 I 0 X3 d 1 . tAA- ,.,, in.AA't VD (,\► plc;) 6 :/ - D. 4`r 'a9- .'4■A.vvt .- 1- - vIYlAi q.`'5,e) � n + O. 4c 3 l . Iv. ►Yn ,w6 `1 VM , ( s'(,.0 4. )4 r. `:l 1 1, WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM �,�� o� 011° Q PRESCRIPTIVE APPROACH Ae \''‘ 1° 1. HEAT SOURCE: / fLi- (gas, oil, propane, heat pump, electrk) , 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residentia - egjand calculate the glazing area as % of the conditioned floor area. B0� 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA 44 TOTAL GLAZING AREA ENRCYCOD. 2/23/97 CITY OF T- " Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 S.F. - TOTAL CONDITIONED FLOOR AREA (add entire column) S.F. x 100 = D2OOO 22? PROPOSED GLAZING PERCENTAGE H -15 ACTIVITY #: The proposed glazing percentage must be less than or equal to the glazing percentage listed undeFINEIVED prescriptive option that is selected. CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. I MFR. /MODEL FAN LABEL CFM ((.1 W.G.) KITCHEN FAN 0 el 1 5 'PM h - 'C��- U ntAA- ONE. /41 I •') St c_-V- BATHROOM FAN 50-eetat 00 c.-S rr / 15 C 'f il (, (,O` i' BATHROOM FAN 50 CFM r A;t711ti:LIV D b C -\ BATHROOM FAN 50 CFM \ ■411.V�;,t._/iQ::{- ‘.W.) -C) C rn LAUNDRY FAN 50 CFM t� Y10■41tA:L it-Lb SO c'� U < --5 1'� Tr WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) I'1 i,�y r %ic��i' I S O i 5 0 c on Ti 'Whole house fan also serves as a kitchen or bath spot fan: ® YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen. rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. El Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. PECE OR: CITY OF 1 ❑ Central forced air furnace which delivers outside makeup air through the ducting system. , , , , j MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 AtemmffenzessramsentremormtwowtoRkvamv CITY OF T "KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 A H -15 ACTIVITY #: - frful) ED KIMILA JUL 3 PERMIT CENTER Glazing max: of floor U -value 2 Door U -value (R- value) Ceilings: with attics• vaulted Walls: above grade below grade interior OR exterior Floor Slab on grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I 0 10% . 0.46 0.40 ,. (R -2.5) R -38. R -30 R -21 R -21 R -10 R -30 R -10 OPT II OPT Ill OPT IV OPT V OPT VI OPT VII* OPT VIII* O 0 0 0 0 0 0 12% 0.43 0.20 (R -5) R -38 R -30 R -19 R -19 R -10 R -30 R -10 12%. 0.40 0.40 (R -2.5) R -38 R -30 ' R -21 R -21 R -10: R -30 R -10 15% 0.40 0.20 (R -5) . R -38 R -30 R -19 R -19 R -10 R -30 R -10 .. 18% 0.39 0.20. (R -5) R -38 R -30 R -21 R -21 R -10 R -30 R -10 21% 0.36 0.20. (R -5) R -38 R -30 R -21 R -21 R -10 R -30 R -10 25% 0.35 0.20 (R -5) R -38 R -30 R -19 R -21 R= 10:... R -30 R -10._ 30% 0.32 0:20 (R -5) R -38 R -30 R -19' R -10 R -30 R -10` * < two stories R5 foam sheeting required in addition to R19 cavity insulation. II Glazing trade -offs may be made if the Option U- value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. In YES In NO Optio may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CHAP ER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I RECEIVED CITY OF TUKWILA Jul 1 1 200 PERMIT CENTER II ; ;z wt 0 U Or O t-, Z V W Z i== 0 F _, Z CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFUE Glazing max: % of floor U- value Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior OR exterior Floor Slab on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 > .78. 10% 0.70 0.40 (R -2.5) R -30 R -30. R -15 R -15 R -10 R -19 R -10 OPT II O >.78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 OPT III >.88 21% 0.75 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT IV 0 >_ .78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT V 0 >_ .74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 OPT VI* OPT VII* 0 0 > .78 25% 0.50 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 > _.78 30% 0.45 0.40 (R -2.5) . R -30 R -30 R -19 R -19 R -10 R -25 R -i 0 • < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better • choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER .N DESIG'\IS . UNLIFIITED A STOCK PLANS • CUSTOM D E S I G N -, Lateral Load Analysis Plan — 1254A/1 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 06/04/00 The lateral analysis for the above named pia reviewed by me. The lateral is in complian —Oa itki a�lY„ — ---� T iR f r w 1 subject to errors and omissions plans does not authorize the vio!at ...yr ui any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit N tZ� 229 MY OF TUKWILA APPROVED AUG 1 7 ZUUU lV IY ILV BUILDING DIVISION ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 19613' 81st Ave S ' Suite F e Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 • Email: designstudio @designsunlimited.com • IDESIG JS • UNLIIAITED STOCK PLANS • CUSTOM D E S I G N June 10, 1999 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non - bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point Toads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer 1 EDWINA j—/ OD I t — /0'99 ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 1 961 3 B 1st Ave S • Suite F ■ Kent, WA 98032 ■ • (253) 872 -2580 Fax: (253) 872 -3649 3 • Email: designstudio @designsunlimited.com • IDESIM■IS UNLIh1HTED STOCK PLANS • CUSTOM DESIGN June 10 1999 To Whom It May Concern: When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing. Emerson R. Denney. P . B. s 6 -/"- RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER �. • 19613.81st Ave S ' Suite F .. Kent, WA 98032 ' (253) 872-8O' Fax: (253) 872 -3649 t- •1 . 1 Of, I • _��� -., EBIGflS UNLIRPHTED STOCK PLANS • CUSTOM DESIGN February 18, 2000 To: All Jurisdictions Re: 7/16" Plywood Substitution for 15/32" Dear Sir or Madam: • In Designs Unlimited's shear wall schedule, shear walls numbered 3 to 9 require 15/32" APA Rated Sheathing. However, 7/16" APA Rated Sheathing may be substituted at the contractor's option with no reduction in shear strength, provided studs are spaced a maximum of 16" o.c., or alternatively, panels are applied with long dimension perpendicular to studs. Sincerely, Emerson R. Denney, PE Lic. No. 9788 (Eons /— J — OZ 01- a..8 ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • .19613 ■ 81st Ave S. ' Suite F • Kent, WA 98032 • (253) 872 -2580 ■ Fax: 1(253) 872-364 •` Email: designstudio @designsunlimited.com • •CIESIG711S UNLIIJIITED. STOCK PLANS • CUSTOM DESIGN June 10 '', 1999 To: All jurisdictions Re: Shearwall substitutions Dear Sir or Madam, The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shcar walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. Sincerely, Emerson R. Denney Engineer limes 1 -1-- 00 —10 -99 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER ■ 1 9613' 81st Ave S ■ Suite F ' Kent, WA 98032 ■ (258) 872 -2580 Fax: (253) 872 -3849 ■ Email:designstudio@designsunlimited.com • `[�ESIG�VS UNLIMITED STOCK PLANS ! CUSTOM DESIGN. June 10` 1999 To Whom It May Concern: When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing. e/ 4 tg Emerson R. Denney. P. E. —/—c a 1 4,--/o— 99 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER. • 1961,3 181st AvQ S ' Suite F ' Kent, WA 98032 ! (2531872-2580 • Fax: (253) 872 =3649 I'_/ 1 .:. . '.L._ ^...aL'.�:.,1'.�4.: {..n... ..uilL ..*.:(.u.ik: -:.... 'still xc'A s.kXt t.,ri::...:4.�Y. +•t�: ,x.,d vu 5.1:.5:'ctiGYLa n...,L,� �.; aw:d,.r u•erA�ig1':ii� -J �:;: na. a: ua:.. VC' �eR' v:::1..�dtu.e...y+. 1 3' Story : 1 2 14 32.0 B 120 ✓ C 15.0 1 n mG (A) e, CXbc. V22l Irk t z A Mkoc,r, c — Gil 5 ��, 3 /c<sJL)(t(e Co,tj 7T 9 -I Z S " 773 9 3.S C A C k r S AOC O Z47 3 12 -12 -2000 12548 -1 5 64P Walls 7/16" Sheathing w/ 10d B4 ] [Cr III Holddowns._ Simpson..Strong -Tie Hotdgwn ] C Cr III p�ec� Struts. Simpson Cnnctr 3 / )E- Exceeds maximum table value 54.0 22 1 (.G.g 12.0 •) .o riC 15.0 1 Wall : _.Ho l diowns : :,,. St ru s : tP-erg &n qour ) Nur4, wen 13GtuTS TZ).1 4' • ,�G' !2 e&� � i��P I NTH C ori.0 --r)C. t•-•/ ( I/• , 'i i.Lt.. 2Ot I (3) 1•� 2 14.3 1 1(Z) n ?/76" Sheathing w/ 70d Box Simpson St rong -Tie Ho l down 3 Simpson Cnnctr 3 e 12 -12 -2000 1254A -1 32.0 5 ,._54.0 S ���/ I �j f r_ • t•� 0 4 3 [Or III Species 3= C Cr III gpecies X- Exceeds maximum tabld value z w0 o z o Ii O W H W u) II tzl u o g4 W H DP l W a oo p o 4 444 H H H � X O4 al al O4 • j1 Witetik, LA.) t-r146 asd dx f-.3/4 s H:1 Ft u vet = c C -7 g7,= • X0 K-t &T 6°) cl°) C 4/-70›,ai '145 r-t,?. AciViseL • `11 l 81°6 •Zip 12 -11 -2000 1254R-1 ,. 3 4 5 32.0 38.1 54.0 = ' 6keP Walls : C 7/16" Sheathing w/ 10d Box ] (Cr III Speecies ]_ HH lddowns: C Simpson Strong- Tie_Holdown ] C Cr III Species Struts : C Simpson Cnnctr ] X- Exceeds maximum table value . n1 ::F!ret��.4!..at_5'<tSli: tiiw: NAIL / SPIKE CONNECTION (WOOD -TO -WOOD) Single Shear ANSI /AF&PA NDS -1997 (Section 12.3.1) Licensed to: CWA Consultants Tb112.3A Gage 8d 8d 10d 12d 16d 20d 30d 40d Nail .. •• n) Tbl 12.38 0 0.099 0.113 0.128 0.128 0.135 0.148 0.148 0.182 Nall Length (In) Td 12.3C L 2.00 2.50 3.00 3.25 3.50 4.00 4.00 5.00 Bending Yield Strength of Nail (psi) Tb112.3D Fyb 100,000 100,000 100,000 100,000 100,000 90,000 90,000 90,000 Minimum Required Penetration 80 0.59 0.68 0.77 0.77 0.81 0.89 0.89 0.97 Penetration to Achieve Full Shear Value 120 1.19 1.36 1.54 1.54 1.62 1.78 1.78 1.94 Main Member Hem -Fir Thickness of Main Member (in) gm 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Parallel Dowel Bearing Strength of Main Member (psi) Tb112A Fan 3500 3500 3500 3500 3500 3500 3500 3500 Naa too 00 ow. of fire bABR of main: ruivr$,er 0n) 0.00 I.0p 1.25 :0 2 00 2.00 3.00 Side Thickness of S • - n) is 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Parallel Dowel Bearing Strength of Side Member (psi) Tbl 12A Fes 3500 3500 3500 3500 3500 3500 3500 3500 Nominal Nall Lateral Design Value (pounds) Actual Penetration p 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 Penetration Depth Factor (12.3-5) Cd 1.00 1.00 0.98 0.98 0.03 0.84 0.84 0.77 End Grain Factor (scrawl/ mein member grain)? No C., 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Load Duration Considered Seismic Load 1.33 Z' 52 79 82 84 84 91 Ots Fes /K kl 0 p Ferri / (1 + 2 Re) Kp k2 0 is Fem / (2 +Re)K, (0 "2 /K0) SORT(2FemFyb / 3(1 +Re)) • it Fern / Fes Kp Re kt k2 Gage MODE Is (12.3 -1) MODE IIIm (12.3 -2) MODE Ills (12.3 -3) MODE IV (12.3-4) Z 39 49 81 81 85 75 75 89 controls MODE Ms MODE His MODE Ills MODE Ills MODE His MODE Ilk MODE Ills MODE Ilk 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.081 1.079 1.101 1.101 1.113 1.121 1.121 1.145 1.498 1.830 1.783 1.783 1.858 1.916 1.916 2.066 8d 8d 10d 12d 18d 20d 30d 40d 79 - - 90 102 102 107 118 118 120 84 97 112 112 119 132 132 148 39 49 61 61 66 75 75 89 48 63 80 80 89 102 102 122 97E at,x C.0 ` S•ol +sax 1 Copyright 2000 Forum Engineers - All Rights Reserved EXPIRES 03 - 16 - 01 I D ts Fes / 4 Ka k1 D is Fes / 3.6 Ko k2' D tm Fern / 3.2 (1 + Ko k3 0 is Fern / 3.2 (2 + Re) Ka (DA2 / 3.2Ko) SORT (2 Fem Fyb / 3 (1 + Re) ) Load Duration Considered Seismic Load 1.33 Z' BOLTED CONNECTION (WOOD -TO- CONCRETE) Single Shear ANSI/ AF&PA AIDS-1997, Section 8.2.3 Licensed to: CWA Consultants BOLT Bolt Diameter (in) Commentary D 0.500 0.625 0.750 0.875 1.000 Bending Yield Strength of Bolt (psi) 8.1.1 Fyb 4 , 00 45000 45000 45000 45000 Side Me = r Thickness of Main Mem (in) tm 5 1.5 1.5 1.5 1.5 Angle of Load to Grain of Main Member (0 - 90 degree) A "6 0 0 0 0 Parallel Dowel Bearing Strength of Main Member(psi) Tbl 8A Fel 4800 4800 4800 4800 4800 Perpendicular Dowel Bearing Strength of Main Member (psi) Tbl 8A Fe2 2550 2250 2050 1900 1800 Dowel Bearing Strength of Main Member (psi) (8.2 -7) Fern 4800 4800 4800 4800 4800 Concrete Required Dowel Bearing Strength of Concrete (psi) Tbl 8.2E Fem 6000 6000 6000 6000 6000 Required Thickness of concrete (in) Tbl 8.2E tm 6 6 8 6 6 Commentary 8.2.3 1+�/360 Ka 1.00 Fem / Fes Re 1.25 tm /ts Rt 4.00 k1 1.625 k2' 1.150 k3 1.325 D 0.500 MODE Is (8.2 -2) 900 MODE II (8.2 -3) 1620 MODE Illm (8.2 -4) 1850 MODE Ms (8.2 -5) 570 MODE IV (8.2 -6) 700 Copyright 2000 Forum Engineers - All Rights Reserved Z 570 830 1150 1530 1800 controls MODE Ills MODE Ills MODE Ills MODE Ills MODE Is 1100 1530 2030 2390 1.00 1.00 1.00 1.00 1.25 1.25 1.25 1.25; 4.00 4.00 4.00 4.00 1.625 1.625 1.625 1.625 1.166 1.185 1.207 1.233 1.534 1.768 2.022 2.290 0.625 0.750 0.875 1.000 1130 1350 1580 1800 2030 2440 2840 3250 2340 2860 3400 3960 830 1150 1530 ' 1980 1090 1570 2140 2800 iPR -16 -21701 17:56 HUSH TRADER 425 881 7284 P.02/06 DESP-'�3NS U NLIMATED STOCK . -LANS • CU TOM L.e61ON To building inspector of concern; This letter is in regards to plan 1254A/1 for Peach Tree Development, f has come to our attention that the latest fix provided, will not work due to the lack of a double joist member under the shear wall. This new Lateral fix removes the fixed shear wall from the calculations and places a new shear wall in bedroom #3. The following Lateral plots are from the 1" fix submittal and the new fix for the new shear wall. The removal of the Bathroom shear wall, and the addition of the Bedroom #3 shear wall, has not affected any other shear wall in the Lateral calculations. Double solid blocking will have to be provided underneath the new shear wall in Bedroom #3 Also provided is a calculation that allows the VI member to be a single and not a double. If you have 'any questions please call me. Thank You, Chad Ingham with Designs Unlimited. (253)872 -2580 ■ • 19513' 131st Ave S • Suite F ' Kent, WA 88092 9 (253) 872.2580 • Fax: (243) 872-3549 Ema it :deeignetudio®designeunllmltaed .nom • A B c 12.0 1 » 1 Wa11s Holidowns struts storm : = 3 4 5 2 142 j 32.0 381 54A t I • • • ei -el -seal 1254_T111 F [ 7/16" Sheathing N/ LBd Box 3 Cr 1II Spool's I= [ Si.p%on Strong-7:r Holdoi, 3 t ¢r III Sreoses [ Simpson Cnnotr 1 *- Exoeods muumuu talsle value ••• X 4 Stars : 1 1 - 1 1 2 14.3 • • B 120 • 150 • • • 3 83-91-2J. 11154_1[MP 5 54.0 ) 1/1 L • 83 0 'l 7 ; Stalls E 7,16 Sheathing se/ Ilia Box I [Cr III A ; - Noliidomms: 1 Simpson Strong-Tie MoIdown I Totes ) 1.2t L Gy Itt peoief Y ' Struts : t Simpson Cnnctr 1 le-Exceeds maximum ta ia wain', t LL I" p z 1 B 120 C 15 I Halls Yolddowms Struts tiff 1 • CLA b 61„ &IAA Story : a 3 4 5 14.8 820 9Rl 54.0 m :2 20 -Z4 -22291 1254TM2 7/16" Sh atlting w/ 8 Box I [G II :rotes 3= Simpson €trong -Tim o down I I Ge III s I Simpson Cnnotr 3 N-- Exceeds maximum table value -1 0 113-27-20 61 12.54_310P 3 S 922 500 5, Malls : C 7/16" Slwathing l+/ iMd Box 3 [I[CGE I III Sr� Nalddowns: C Sampson Strong -Tae Naldown Struts : Sampson Cnnatr ] l '6-Exceeds maxi ta�le I July 31, 2000 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -229 Peach Tree Development — Lot 32 12235 — 47th Avenue S Dear Mr. Brooks: 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division 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. I 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. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Steve Lancaster, Director xc: File No. D2000 -229 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206-431-3665 Steven M. Mullet, Mayor ACTIVITY NUMBER: D2000 -229 DATE: 8 -9 -2000 PROJECT NAME: PEACHTREE DEVELOPMENT -LOT 32 SITE. ADDRESS: 12235 47 AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division n Pub i Works co . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -10 -2000 Complete Comments: TUES /THURS ROUT! Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable n No further Review Required DATE: DUE DATE: 9 -7 -2000 n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved In Approved with Conditions Not Approved (attach comments) _ REVIEWER'S INITIALS: DATE: • v VI•VUU UV.vv ..,,. 141U b&J 11 :.iT1tv:V % : - ':',Y; ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued City of Tukwila Deportment of Community Development - Permit Center 6300 Southcenter Blvd, Suitc 100 Tukwila, WA 98188 (206)431 -3670 ; 7 ,gr"T.V er 714A Wfk■tlfAi Fr! artog Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '3/0 J /0 Plan Check/Pennit D2000 y Project Name: PEACH TREE DEVELOPMENT - LOT 32 Project Address: 122Y 47 Avenue S Contact Person: Christopher Brooks . Swrunary of Revision: a u ' _ L _ h \ L,i + ## P , Pei IA-4f a.i;) E0c) re- -43S • © n y� Tt.e., 'r "`c._$ te_ein C� . i (' 1 (� Q it Nat..) .s - �. , • / � re—Pe rev,c e - o c) et - :t i e R /k 30 LA--3 b" .��. t `__ (/ e_ #9 k-49-5 l 2e e h t P w. d , re4) er L6+ ko, b_eev. ,res at►4 t / He co crep r-s_____Ad 4 Sheet Number(s): C j P. ,per'+ 4 0 g 19 e " Cloud'' or highlight all areas of revision includi ofr ire Received at the City ofTukw'la Permit Center by: 1� 1 1 a nicred in Sierra on 11a 41111.10 k41 1 Phone Number: iVV4 08#!lIVED CITY OF TUKWILA AUG - 9 2070 PERMIT CENTER n.:•Y.,� Y:. '.a.:kwn,+.u.� �_l:u- u^un..u.,aarutWta;,u Fire Department Review Control #D2000 -229 (511) Re: Peach Tree Development - 12235 47th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have*a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206.575 - 4439 July 13, 2000 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No: D2000 -229 Status: ISSUED Site Address: 12235 47 AV S Location: WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER A Water Meter Type: PERM Water Meter Size: .75 .00 .00 Quantity: 1 Work Order No: 5204U Connection Fees: Install Deposit: Install Deposit:, Plan Review Fee: Inspection Fee: Water Turn On Fee: Special Assessment: Other Fee: TOTAL WATER METER FEES: $260.00 PUBLIC WORKS ENGINEER APPROVAL: ljm Applied Date: 07/11/2000 Issued Date: 10/10/2000 WATER METER B WATER METER C $60.00 $.00 $.00 $150.00 $.00 $.00 $.00 $.00 $.00 $10.00 $.00 $.00 $15.00 $.00 $.00 $25.00 $.00 $.00 $.00 $.00 $.00 .00 .00 $.00 1 (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge Is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name —More (Lest, Firsl, Mi le Inilie ) Property Tax I.D. Number 0 1 " 10_42_ Property Legal Addr Subdivision Name_Ij ubdiv. # Lot # Block # Building Name (if applicable) Property Street Address - City, State, Zip �k!_L1 qL1� Address Mailing t 1 A f � � E Address -#-� I'�V I `� (If different from above) Owner's Phone Number (20(o 22 " 41 Property Contact Phone Number ('O(p ) _242 - 7 Party to be Billed -- 175n i M r ? L L i (if different from owner) Party's Mailing Address f7 e Th 54 ��Vs•� --/� (if different f above) Ref !ential Sewer Use Certific • City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes XNo Demolition Permit # Residential Customer Please check appropriate box: Equivalent (RCE) 1. 1 .6 1)2000 229 2.4 %Single- family ❑ Duplex (0.8 RCE per unit) C J 3 -Plex (0.8 RCE per unit) tJ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. .S100 Signature of Owner /Representative 3.2 Date Print Name of Owner /Representative tor, i YLOV -1-1 1057 (Rev. 2ioo) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer RECEIVED CITY OF TUKWILA JUL 1 1 20 PERMIT CENTER T Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504-4450 TEMPORARY REGISTRATION VERIFICATION (360) 902-5226 FAX (360) 902 -5228 57 Registered name Registration number Registration expires Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration. Receipt expires c F625- 036 -000 registration verification 12 -98 ?rank, 90U Dao�r aa9 ROPERTY TAX RPIO CCOUNT NUMBER 017900- 1042 -03 • 06/19/2000 CORRECTED STATEMENT ]RING ALL PARTS WHEN PAYING IN PERSON MORELLI TONI A 1728 157TH AVE NE BELLEVUE WA LOT BLOCK CODE SEC TWP FIG ALLENTOWN ADD 5 MAIL WITH 2ND PAYMENT PROPERTY TAX ACCOUNT NUMBER (017900- 1042 -03 ) 1 ( • • I. ' 11.40 I 1014 ft"41.11/1.1.:: l I, 1 t0 it Ilitlli Ivl9' '.' pl t.„;„.:•• .1 . q P ' .tl • t I:f It 1. i,. ..! ff. !• l.r f1.I ;ili,1 • (1 t tl, l I '; . • ..;I ;1 • I I 1 .. • 2411 THIS PORTION COP B002192 059800 98008 CURRENT BILLING DISTRIB Slate Local School Support County City Unincorporated /Road Port Fire Sewer 8/or Water Library Other Emergency Med Svc * Other Charges TOTAL CURRENT BILLING First hall must be paid or postmarked by April 30. or FULL AMOUNT BE- COMES DELINQUENT and accrues Interest and penalty as prescribed by law. II first hall paid by April 30 second hall must be paid by October 31 or it becomes delinquent and accrues interest and penalty. FULL AMOUNT MAY BE PAID APRIL 30th RM 600 - 500 FOURTH AVE, SEA'ITLE WA 98104 -238/ 2000 REAL ESTATE TAX KING COUNTY STATE OF WASHINGTON RM 600 - 500 FOURTH AVENUE, SEATTLE 98104 -2387 Property Tax Information (206) 296 -0923 Make check payable to: KING COUNTY TREASURY. Your cancelled check is your receipt. Second half must be paid or postmarked by October 31 or IT BECOMES DELINQUENT AND ACCRUES ANNUAL INTEREST AND PENALTY. ,- STATEMENT CO SS B09.2-3r9 059800 98008 MORELLI TONI A 1728 157TH AVE NE BELLEVUE WA i TAX TYPE Current Omitted- Delin- quent TAX YEAR 0 OMIT YEAR INTEREST TO: PENALTY (SEE REVERSE) PRINCIPAL AMOUNT 000000000000000000000000000000000000000000000000000000000179 •III 1 1'Ir' 1 i ( ; I ,; f ,� I ';,:1114.111.11111'.: f. . : } i) jj l ' 1f l ;t 1 uI . ttl I r I.0 �I;'.i ( ,'r : ., �a .•Iii],, i ` ..i.)./.4,14,.,. t U 1 t , ° I.) It 1 , llht I ' r .., i. ' 100: ]u� 65.09 18.59 34.10 2.37 CURRENT BILLING INFORMATION Land Value Improvements Less: Exempt Value TAXABLE VALUE Levy Rate General Tax 9: Other Charges TOTAL CURRENT BILLING Omitted Taxes TOTAL CURRENT BILLING INCLUDING OMITS VOTER APPROVED 6.45 • 57 3.00 66-51— LESS PAID DELINQUENT TOTAL • RECEIV 'eD` CITY OF TUKWI LA J'UL 1 i' ;2001 PERMIT CENTER 1 11,000 15.13690 166.51 166.51 66 71.56 83.25 TOTAL CURRENT AND DELINQUENTS INTEREST PENALTY YEAR DELINQUENCY INFORMATION PRINCIPAL 83.26 DELINQUENT PAYMENTS RECEIVED WITHOUT INTEREST AND PENALTY WILL BE RETURNED. CANCELLATION AND DELINQUENCY CHARGES WILL BE IMPOSED FOR DISHONORED CHECKS. PAYMENTS SUBJECT TO IMMEDIATE COLLECTION. NO POST DATED CHECKS ACCEPTED. :1: HALF AMOUNT 83.26 All payments must Include the PRINCI- PAL + INTEREST + PENALTY when due. 83. 2.6 . 1►.J . 1 , , i , _ , . . : . ( :: � 7I d . :1.;111:11',11;itilllifl Irj.11't� II )Ilh �1'' lair: j(.1 r, iIJ,}llll 1 . ; , '' l''l i{ "1'I • ,'•'• �: ��'' •': .. ;,., d,.1. ,f,Ilr 1 1ii j .,p1 , 'I . i f '� ! 1 ,. I r ,�Q ' 1 D'11 1: :111;= . ..'11lti�, :., W U§ to W' W O' LL Q N d W 2 V OA O rZ _ U1 0 1 . i Z t V - , Z Christopher Brooks Source Financial Mortgage Banking Company 15744 Redmond Way Redmond, WA 98052 May 22, 2000 Dear Mr. Brooks: City of Tukwila Department of Community Development Steve Lancaster, Director Thank you for providing information from Transnation Title Insurance company regarding lots 31, 32 and 33 Block 5, Allentown Addition in Tukwila. These materials provide information to indicate that there are three pre- existing, separate lots of record under one tax number. I have included information from the Tukwila Municipal Code (18.70.030) on preexisting legal lots of record, as well as the requirements for development in the Low Density Residential Zone. You will need to speak with the Public Works Department about sewer hookups and surface water management. Please telephone me or any member of the Department of Community Development staff at 206- 431 -3670 if you have further questions. Sincerely, Rebecca Fox Planner 1 ZOOO 229 Steven M Mullet, Mayor RECEIVED CITY OF TUKWILA JUL 1 1 20011 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 43!•3665 ; tgi I 1 ! < t k / i X2111 Q< m_ u Rapaaanne Pg '14 Il s' g %t ! !i of 1! o t 4 ogE btts-C A O Z LL Ntn b h 1 ,11 - - . 1111,1 . 514 rq gp 9� Z ;; l"12 !tkqo 4 -Ro Pp R t a X.ALET H A II A = - I /- 7- = L(2) 1--SAVL=1.5 2.0Z / :PrCE =54 T] (211 41 4.5 2.CE Microfice• • N 6TUE, our EAR, 24 • 16 cr, sr. ou-r #4. BAR, 24 IS 01C. 4• C01.0. SLAB WITH 646 I , J.L.m14. QV ag 6 MIL V. OVER &RAN. FILL 51-0FE 1/4• PER' P TO OA DOORS ,-OR 17,= oc/ 5 -3 4 -2 V, • t-to SILL REGUIRED HERE 4 tYsgundEOgrin jpikur 4 0 FOUNDATION NOTES FOUNDATION VENT GALGS. 410 5.F/ 150 = 27 S.F. FEM. VENT REOD. 05 I , 44 X = 5.41 F PER VENT. 27 S. F i 547 = 6 FN. VENTS REGD. I. WRITTEN D•45231oNs TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ALL FOOTINS5 TO HAVE A MINIMUM DEPTH OF lb BELOW FINISHED &RADE 5. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTING/5 TO REST ON FIRM UNDISTURBED EARTH NU, MINIMJM 2000 1. EV-ARJN6 PRESSURE (REFER TO SOILS REPORT WEN REO)ITIED). 5 ALL 140012 IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR HEATHER TO BE PRESSVRE TREATED. b. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. . PROVIDE TEMPORARY BRACING AS REQUIRED. UNTIL ALL PERMANENT caescrioNs AND sTirre4wa HAVE BEEN INSTALLED. PROVIDE =4.S LV1./..7015T OR BLOCKING AT PARTITIONS ABOVE. 4. PROVIDE 15541 FOUNDATION VENTS WITH I/4• CORROSION RESISTAFP WIRE MESH AS REOIJIRED 1 CODE. 10. • DENOTES BEARING PO114T IN 2,44 PONY Y4ALL, may've MIN. (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED OTNERINISE. U. CRAWL SPACE TO BE A MINIMUM OF IS .C111•LOOR JOIST AND 12' BELON IMAMS OR CARDERS NTH MIN. 6 MIL BLACK VAPOR BARRIER CROUND COVER LAPPED 12 AT SEAMS AND EXTENDED UP FOLNDATION WALL TO SILL PLATE TYPICAL 0. ALL BEAMS TO EC 4.10 lip? (SEE SHEET I FOR WFISER STRENSTH VALUES). UNLESS PO1 O5 ALL POSTS TO ISE 4x4 (4746 AT BEA.4 SPLICES) TYPICAL UNLESS NOTED OTHERFI1SE. TYP • ISOLATED SEAM RUNS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24 THICK AMR (2.) .4 BARS BOTTOM EACH NAY, UNLESS NOTED OTHERASE. S. AT ALL CORNER LOCATIONS PLACE 5114E7 HOLD DOER SO THAT IL OF HaDOR4 IS 5 IN FROM CORNER TYPICAL 16. AT ALL WINDOW LOCATIONS PLACE STHD HOLDOFF4 50 THAT 4k OF HOLDONN IS 1 V2 OD - FROM EDGE OF OPENING TYPICAL ALLOW! 112 TO STRAP (k FROM DOOR RUSH OFIECT46 PINCH 15 2 1/2 FROM, DOOR EDSE ON FLANS THIS ALLOWS I' FOR DOOR FRAME. I RX24DATION ANCHOR BOLTS REQUIRE A MIN/MUM OF 250•745/16 PLATE WASHERS. U.S.C. 1606.6.1. FOOTING SCHEDULE 24 DIAMETER X 10" THICK CONCRETE FOOTING WITH (2) .4 BARS EACH ray. I _\ so DIAMETER X 12 THICK 0 ; scoNorers FOOTN6 (3) *4 EAR.S EACH WAY. SEE SHEA WALL 81 HOLD DONN SCC=REDULES OH SHEET CM mcmaa9 4'- I 1/2" W-3" eSARA6E 4. or:mixers SI.J.43. SLOPE , TO OR pooRs SOFFIT AHD INSULATE 15'-0" 44. 4= .7„16 SC•ALE METE ffU©©cr put =WO 5.F GARAGE 25/3 5.F '-i0 I. '3 d • -s .• • • Str MAIN FLOOR ' 7 • 1.4.FER FLOOR 450 S.F -r ,64 5.F TOTAL FINISHED AREA GARAGE 7 1 1254 S.F. 256 S.F. II CT 11C97 U[SC MAIN FLOOR FRAMING NOTES I, WRITTEN vimealote. TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT THIS FLOOR LMLESS NOTED OTHERYESE 5. ALL HEADERS TO BE 4410. Dr. *2 UNLESS OTHERNISE t4OTED, CHECK PLAN souivALarr PARALLAM BEAM MAY BE RESTITUTED IN PLACE OF BEAMS 4 HORS 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR' UNLESS NOTED OTHERYUSE. 5. ALL EXTERIOR MALLS 244 WITH 5-13 INSULATION IMLESS NOTED OTHERNISE, 6. ALL. FRAME NAILING TO SATISFY CHAPTER 25 UDC. BLOCK ALL PLYWOOD souses AHD NAIL WITH 100 AT 6' 00. TYPICAL ALL EXT. MALLS 7. PROVIDE DOUBLE JOISTS OR MOCK!. WERE PARTITIONS 000-OR AR0S. S. PROVIDE SOLID BLOCKING. OVER SUPPORTS. 2. FIRE BLOCKJNS AT ALL P4.16431N6 PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED KITH 5/5' TIPS 'X' GYPSUM BOARD. II. • moms SOLID MARINE/ UNDER CONCENTRATED LOADS 1155 (2) 246 AT 6' WAILS. USE (2) 244 AT 4 FULLS UN-1535 NOTED OTHERAISE. 12. FINISH ALL CEILIN55 WITH 5/6 GYPSUM BOARV. 15. AT GARAGE USE 5/6• TYPE •X• GYP. BO. Al ALL cor+soN LIVINS WALLS/ TWO LAYERS o CEILINGS BORDERING LIVENS AREAS AND YVERE FRAMING IS GREATER THAN IS o.o. rive ALL rm-rs AND 55A145. 14. PROVIDE 26-45AUSE SALVATUZED StIEET NIETAL FLA-SHINE, ABOVE NII55O55 A. DOORS. (rrOJ LAP BUILD1145 PAPER OvIETR. a HOLD SIDI. b• ABOVE FltESHE12 5RA0e 16. WINDOM SPECIFIED ARE MFER ST SUMMIT OR EQUAL U = PER Y-4ED5-E CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. 17. FASTEN MULTI-LAM 2X EEAMS PER U.B.0 STANDARDS, CHAPTER • 23-1, TYPICAL IS. HANGERS AT POSITIVE CONFECTIONS TO BE SIMPSON OR EGLIAL. Ft CEILING, JOISTS TO BE 2x6 AT 24' 0.C., TYPICAL U.N.O., PLAN SHOPS JOIST DIRECTION. 20. ALL VOIDS TO 13E FIRE/DRAFT BLOCKED PIER UB.C. 5551105 105. 21. INSTALL RATER YEATER PER KEN NAECA, SEE SHEET I. PROTECT FROM (NW/GT PER 14,1 LIMO 504 AND 5061 22. FURNACE TO SE PLACED IS' ASV. FLOOR ON I HOUR FURNACE PLATFORM 191 (2) 5/4 LAYERS PLYNC4O10. PROTECT FROM IMPACT PER 1 124C 504. 23. DOOR 951)'ee4 HOUSE ARO GARAGE TO BE 20 MIN RATED, SOLID CORE, TIGHT FITTING, Arm SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS OF LISTENS AM, MFORS SPECS. PEN SECTION 5102. 25 PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I/2 FROM MALL, REFER. TO DETAILS ON REET NO. 6. 26. STRAP TINE HATER YEATERS AT POINTS METH IN THE UPPER 1/3 AND LONER I/3 OF ITS VERTICAL DIMENSION. LONER ram - SHALL BE MINIMUM 4• ABOVE CONTROLS 27 erteRe REAR NALL VALLEN EXLEED 350 P.L.F. FRAM1145 maems AND SILL PLATES. AT ABUTTING. PANELS SHALL NOT BE LESS THAN A SINGLE 5X ME55ER. J B.C. TABLE 25-2-II-1-1. 26. - DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD DOES LOCATION 25 = LOCATIONS OF FLOOR RESISTERS 50. ALL SMOKE DETECTORS TO BE 110 VOLT KITH BATTERY BACKLP, INTERCONNECTED. 31. TUBS AND SHOVERS, • FIRE BLOCKING ISETNEEN • LIMIT ROY FLOW TO 5 GPM. • INATERPROOF WALL TO WHIN TO ABOVE DRAIN ISLET. ° ALL GLAZING WITHIN 70' ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR 5555105 MIND GYPSUM ED, 52. AT ALL CORNER 1.00-ATIONS, PLATE STHD HOLDVOYN 50 THAT OF HOLDDOYIN 15 5 IN FROM CORNER, TrIFICAL. 55. AT ALL WINDOIN LOCATIONS, FLAG 51140 i4oL000rt4 so - NAT tE. OF HoLoociAti IS I-I/2 OUT FROM EDGE OF OFTE•NG, TYP. ALLON 1-1,0' TO STRAP 4i FROM DOOR Rctie. oraures MICA' 15 2-1/2 FROM I DOOR EDGE ON ?LANs, Th 5 ALLOYS 1 FOR DOOR FRAME SEE scAFAnwiaLL a HOLD DOWN SCHEDULES OM SHEET CO NPR _( cE1[1©© 114" . 1' -0' FRAMING NOTES �. !'KITTEN DIMENSIONS TAKE PRECE'7ENGE OVER SCALED DIMENSIONS 2. PLATE NE16HT THIS FLOOR UNLESS NOTED OTINERYISE. 9. ALL NEADER5 TO BB 4x10. D.F. •2 UNLESS OHERWISE NOTED, CHECK PLAN. EQUIVALENT PARALLAM BEAM MAY BE 5&. sTITUTED IN PLACE OF BEAMS t HDRS. 4. BOTTOM OF HEADERS TO BE b' -H' THis FLOOR LNLE55 NOTED OTHERWISE. 5. ALL EXTERIOR WADS 2x4 WITH R -15' INSULATION UNLESS NOTED OTHER 15E. 6. ALL FRAME NAILING TO SATISFY GRAFTER 29 UBL. BLOCK ALL PLYWOOD EDGES AM NAIL WITH IOd AT 6' 00. TYPICAL ALL EXT. WALLS. 1. PROVIDE DOUBLE JOISTS OR ELO'XJN6 WHERE PARTITIONS OODUR ABOVE. 6. PROVIDE SOUP BLOGKIN6 OVER SUPPORTS. FIRE BL.OGKIN6 AT, ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO 5E FIRST. WITH 5. TYPE 'X' 6YP5UM BOARD. Ni. •. DENNOTes sour, EEARING CONCENTRATED LOAD'' USE (2) 2x6 AT 6• WALLS. USE (2) -2x4 AT 4• .WALLS UNLESS NO/ID OTHERWISE 12. FINISH ALL CEILINGS WITH 516' GYPSUM BOARD. IS. AT GARAGE mews- 5/H' TYPE 'X' GYP. BD. AT ALL COMMON LA/INS WALLS/ TWD , , LAYERS • CEILI) 5 EORDERINb LIVING AREAS AND MERE FRAMING IS GREATER THAN WOE. MAP ALL POSTS AND 6°_AM5 14. FASTEN MA.T1 -LAM 2X BEAMS PER U.B.C. STANDARDS, CHAPTER 29-1, TYPICAL 15. NANSENS AT POSITIVE CONNECTIONS TO BE 51MP50N OR EG UAL. 16. ALL VOIDS TO 5E PIRE/D•AFT BLOCKED PER U.B.C. sFITIO• "10H.... 0. PROVIDE CONT. HANDRAIL AT STAIRS A MN OF I I/2' FROM WALL, REFER TO DETAIL 6 ON SHEET NO. b. 16. =I= wr..AT10NS OF FLOOR RE615TE1T5 W. UPPER FLOOR FRAM. TO BE 2x10 HF *2 FLOOR JOISTS s 16' 0L, TYPICAL UNLE NOTED OTHERVI ,PLAN SHOWS DIRECTION. SEE SHEARWALL HOLD DOWN SCHEDULES S OnN SHEET ek , pap&T ff SCALE 1/4'. f'-O° 764 'SF.. UPPER FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE ONSR SCALED DIMENSIONS 2. PLATE HE16H? TO BE H'-I TAS FLOOR UNLESS OTHERWISE NOTED 5. ALL 1-EADER5 TO BE 4x10 DF. •2, UN 0 OTHERWISE NOTED. 4. BOTTOM OF HEADERS TO BE 6'-H' THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL EXTERIOR WALLS '2x4 WITH R -15 INSULATION LNLESS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 UBL. BLOCK ALL PLYWOOD ED6ES' A. NAIL WITH IOd AT b' OL. TYPICAL ALL EXT. WALLS. 7. PROVIDE DOUBLE J015T5 OR. SOLID BL0GKINNS OVER SUPPORTS. H. F RE BLOGKIN6.AT ALL PLUMB,. FETETRATIONS. 9. ALL STORAGE ANC' SPACES Ut.131 STAIP.GASES -0 FINISHED WITH 5/6' TYFE •X• GYPSUM 50ARD. 10. II DENOTES SOLID BEAR. UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4• WALLS UNLESS OTTE•WISE NOTED. II.. FINISH ALL GEIL11465 WITH 5 /H' GYPSUM BOARD. 12 PROVIDE 26 -6AUdE GALVANIZED SHEET METAL PL.ASH345 ABOVE WINDOWG AND DOORS. (•r ) LAP. BUILDINS PAPER OVER. 19. W INDOV 5 SPECIFIED ARE Waft BY.'. SUMMIT OR EQUAL. U - PER SCG£DU:E CONTRACTOR TO VERIFY ALL ROJSH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER' STANDARDS, CHAPTER . 29 -I, TYPICAL 15.' CEILING J015TS TO EE. 2x6 AT 24' OL., TYPICAL UNO, PLAN SHOPS JOIST, DIRECTION. 16. ALL VOIDS T0 5E FIRE/DRAFTBLOC.KED PER LBL.'SECTION 706. 17: ALL TUBS AND SHOWERS. • .FIRE SLOCKINN6 BETWEEN STUDS.' • LIMIT SHOVER FLOW. TO 9 6F.M. • WATERPROOF'. WALL TO WITHIN TO' A9OVEDRAIN INLET. • ALL 6LAZIN6 WITHIN TO' ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRED BEHIND GYP. BD. m.1- SMOKE DETECTORS TO 99 110 VOLT I NlTH BATTERY BACK -UP, INIERCORECTED_ '. W. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 1 I/2• MOM WALL, REEK TO DEAIL 6 ON 543E7 NO. 6. 20.. FOR '.SHEAR WALLS WITH GREATER THAN 950 - P F. FRAMN6 NET BBR.4 AND SILL PLATPS AT ABUTTING PANELS SHALL LOT BE LESS THAN A SINGLE 5X MEMBER U.50. TABLE 25- 2- 11 -1-I. 21. HANSERS AT POSITIVE. COtnNELTION TO BE SIM PSON 0R ECTUAL 22. - DENOTES STRAP HOLD DOM LOCATION' • 09101 80L1190 HOLD DOWN LOCATION 23 m = LOCATION OF FL OOR RESISTERS SEE SHEANWALL & HOLD DOWN SC� `1 DML L ON SHEET en SEE SHEAR WALL SCHEDULE FOR 130,04 RATE NAILING �. 15d - 6" O.G. 2x BLOCKING- \ i z - 5HF -A' ' SIMPSON HOEDOWN SEE RAN FOR TYPE Is, AND LOCATION ' LAP EXTERIOR ry SHEATHING OVER RIM / .75T. OR NAIL A55F CLIP • 32° OA. _•4 CONT. REIN. AB: x IV - FOR SIZE a SPACING E RAN : 5E CONCRETE SEE RAN I SEE PLAN NOLDONIN-SEE PLAN FOR LOCATION 4 TYPE / MALL ENDS, MIN. FLCOR JOIST-/ PERPENDICULAR TO WALE 4.54 (SIMPSON) n pi /.' -� / 4 - y' • } - •• 'R� - z • S2 ". OL. FOR GONG. WALL Si >4 NOTE, FOR TYPICAL SHEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE NOTES 6 FOR PANELS r✓ WIDTH LESS THAN LAP LYWOOD OVER RIM JOIST r 1- SHEAR WALL FOUND. WALL SAW ,. (FLOOR JOIST PERPENDICULAR 2x STUD WALL (NON LTR/AND EEARN6 PL.LI ,. IOd - b' O.G. (UN.0) ! ) ` FLOOR MOTE, FOR 0 . RIM - PROVIDE PARALLEL 2x SOLID SPEAR WALL VEIL BLK et/ RIM ELOCKINS V wrAl 8d- b'OL:TYP. Y J BOTTOM P Y RIM � i l'I JOIST +I NAIL S H EAR WAL1��-- -'� -c NAILING 2x STUD WALL _.-. FOR TYPICAL SHEAR DIAPHRAGM NAILING . HALLS .. L HORIZONTAL SEE NOTES (- TYPICAL' SHEAR WALL (FLOOR J015T PERPENDICULAR TO /TAW 5 � TYPICAL SH WALL \ J (JOIST PARALLEL WI'.H MA W ' VE=RTICAL - WALL TO WALL ION J CONNECTION ROOF PLYWD. SHTe. SEE NOTES ON SHEET 51 FOR ,SH NAILING REQUIREMENTS 2x 15 .ROOF -• - -- 0 24' 0.C. , 2x6 BILKRI / NAIL ry/ (2) Tbd o:8' 00. 5TG R � $TM ' CLIP / (OR : b57 i LAP 5)E.47H1lIG OR PROVIDE FLAT • 52' OD 2x6 BLOGKIN6 REOD OILY • 6YL8. HORR O' 'RA�'N ' (SPAG® SFFATH#NG ROOF) 2x BLOCKS* Tr. ROOF DIAPHRAGM AT 45' a 4 L. _... HAILING: - SEE SCHEOLLE & y J BAR W 1/254" 611.13. r✓ 5d .. NAISS • 7 0.0. OR 5/6'x4' NAILING, - °� 6W 3 j n/ 6d COOLER NAILS SCHEME • T' OL: PERIMETER NAILING • CEIL'b DIAPHRAGM SHALL se 2xb OR 2x6 BLK'G INSTALLED ED FLAT OVER THE TOP RATE TO PROVIDE A 2' NAUNG SURFACE OF 6013. NAIL TO ALL MEMBERS o GEL'S BOUNDARIES • LEAST 3/6' FROM ENDS AND EDGES OF 6W6. n --' -• I - PREFAB . TRUSSES AT 24' PPLAN • 1 W SHEAR A-L� MUMSS. -. SEE SCHEDULE 8d • 6.o L . MIN. �/� r' %� e 51MP50N' (OR E0EGO HI SEISMIC CLIP AT EACH TRUSS Rif �� H i_� :� fl ` 2x6 SOLID E1L.00KIN6 4 -0' 0L. 1 j.sisi 5 Ibd TO SOLID BLOCKING 3A EHD - I \ Tx'• Gel • b'. ac. FOR SHEAR WALL TYPE NAILING SEE SC#EDIA.E r ROOF FLING.. � TO PERPEI�lI?IGULAR . , Fi ARA PITH 56E5) J � I • ir, O I NAILS • b • 0.0: 4 , OF SHEA7H1N6 NAILED PLYWD OR 2xa scgHGE7D�L�iL�E. FLAT • 24' 0W6 OF TR USSES ROOF P SCHEDULE NE AC s ---� M IF TR MSC. I/2' PLYWD. NAILED T. TOP RATE NV 8d NAI e= i b' OL. NAIL 2x4' Tp TRU% CHORDS W! P2) - . 6 5ChEDtl NAILED PM. M O yR{+ - r ODD � SHEAR NAILED Sd NAILS - /'BO'''AR`' LI N AING, .' \ .---- 1 V \ A-65 OR 6 N6 . -. EDU.P - - - -- `{ 4 ?� - - TOENAI scHHEDIAE AT i 24' O W C:Z FIi NAILS o . ATE : VS ,/ ' - T RI O T Fs F -- ` agar-A111111 - "-. �. _ __ i =i SEE - --- se A R A -SGHEO.LE 6 OR W PLYNTT2CAp _ . `" - W NJ S SCHEOUL.E ' N6 PER. WeAic - SC EDULE � BEOCIG� WAl1 SCHEDULE / -� 1 rk ✓ AR WALL PARALLEL TO TRUSSES / SHEAR WALL PARALLEL TO TI TRUSSES • 24' .0. V4• = ' -0 I. SHADED AREAS DENOTE DUMMY FRAMING, OVER ROOF FRRNN6 BELDW. 2. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS'. 4, 'ALL RAFTERS TO BE, .21.8 HF *2 AT 24'. 06. TYPICAL UHD. 5. A1. TRUSSES TO ESE AT 24 ". 0L. TYPICAL U?LO. H. PROVIDE ROOF VENTS PER SEC'. 1505.5 U.B.C. 7. ROOF PITCH TO BE 6,12, TYPICAL LNLE55 OTHERWISE NOTED. S . I8'. OIL TYPICAL • EAVES t 1' -0 OH.. TYPICAL • 6A9LE ENDS, RAKES. N. APPROVED ANCHORS SHALL ICE USED AT AI Cx `R`vl O JACK OR HIP TRUBSE5 TO MAIN 61RDE12 TRUSS (PER TRUSS HAM1FJ YVERE APPLicf8LE •SIMPSOH• Hi rRaore ANCHORS AT EVERY RAPIER/TRIMS AT EACH END ANDAT SABI.E;END TRUSSES. 10. VENTED DLOGKIib• OJER SUPPORTS; II. CHIMNEY* HE16HT TO BE 2 - 0' MIN, ABOVE ANY - PORTION: OF WILDING WUTHIN i0' ;O` PB8 UBC SEGTIOH 5102. (WiGLtE " A FP L.1C.A E) 12. BRACING . - .(STILL FR +}.1E AREAS ON -Y) '. (2)':2x4 U P,TO ' 10 . L • (2) 2,6 1 TO 14' L O H6. • (5), 2x6 OVER 14' LONG: l3. PLATE FEI8HF1.:.. • MAIN FLOOR 6'-t`. TYP UkD •'I.F.PDR FLOOR 8L1•, TYP.,UNA GARY MRSR- STONE' • D NOT ALTER YVITHO JT B JU DING D EPART NEHf APPROVAL • R 9RAGE P DZ', MFSR SPEC. • .NON- �/JiIFi BEFELD DOWN PROM Tf£ T,R HOETOt . WIT AH AP,PROVED FAgTEtEY'(IHJCH AS SINI STG): 15. GONTR'AGTOR TO VI3RIFY LOGAT(Ot OF ALL GLIDE SUPPORT BRACING O F°9-"N' PROVIDE ° DR TE BEARING TO FDA TIOL 16. HSER AT POSITIVE ....T. .. T10N9 TAN:SE S INIPPS ON OR EQUAL: ROOF FRAMING NOTES TRIES EN5INEERIHG, PER UBG 1063.4.2, TRUSG EN5UEER OF RECORD WHO WILL REVIWL APPROVE AND NOTE ON THE DOCUNENTS'THAT THEY HAVE FOUND TO BE IN' 68ERV: C.ON`QRMANGE rum THE revert OF THE BUILDING. THE I3N61N ee- APPROVED 500I.S•ENTS WILL THEN SE FORWARDED TORE BUILDING OFFICIAL FOR REVIEP4 AND APPROVAL PRIOR TO FRAMMG INSPECTION'. -CITY APPROVED DOCUMENTS SHALL EE ON THE JOB SITE AT INSPECTIONS. TRUSS ENSIIEERM6 SHALL INO USE SPEGIFIG '.`.5 'BRACING REQUIREMENTS. ROOF VENT GALLS. P'R HSNRY ROOF AREA. 754 5F. 1 500. = 255 SF: V•Tree RE3D, 2$ 5F. 12 = :136 SF. VENTING REO0 AT ROOF, RIDGE'S - I.26 5F / ( = 4 VENTS PROD DOOO aa9 D. \_Projects \o0 \o01cso \oo o60 e.d Non Jun 12 08 :49.59 2000. ■ ±b B ITIMME 16' -0 = 0 : NOTE: TIE INTO APPROVED STUB OUTS FOR EXISTING WATER, SEWER, $ STORM WATER IN ROAD. TYP FOR LOTS: 31, 52 $ 53 154 -0 " DRIVEWAY 3 4" WATER i0 ff\I TER IL D UI DRIVEWAY ELEV ELEV = O' l6 -0" 5:00' S.S.S.L. Sri° i7, °24 °E 5.00' B.S_S.L. 5.00 55 .B.1 . SCALE: 1 "= 10' -0 LEGAL DESGRI FTI ONS IQ LOT 31 OF ALLENTOWN ADDTION, 12241 47th Ave S F'I LE # D2000 -228 LOT 32 OF ALLENTOAN A?DTION, 12255 4 `ith Ave 5 F I LE ,# 72000 -220 LOT 33 OF ALLENTONN ADDTION,' 1222q 41th Ave 5 FILE '# 02000 -230 DEPTH =5' 30 Dia. MAPLE 10 — 15" Dla. m CHERRY S.S.M,H. #I554-5A DEPTH =S'; 30' -0" ELEV 3/4" WATER METER DRAINING NOTES ® 6 SIDE SEINER STUB. O REMOVE AND REINSTALL IN FENCE, OR MAILBOX AS 5GIFI>=D AND REQUIRED. O INSTALL NEW FIRE HYDRANT ASSEMBLY. O CONNECTIONS TO BE , MADE TO EXISTING 511.43 OUT. SEE ATTACHED SKETCH. EXISTING DESCRIPTION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subjc, tocrrorsand omissions which do not authc s of adopted standards or ordinances for the sy of the design r . a designer ons, deletions e drawir - vc and a for =pp Final a is subject the Public Works utdit:es ins ... Date: Si .11 -Du 3 FIRE HYDRANT 'TREE (CONIFER) CORRECTION LTR# DO' „11 dFTUKNILA : ?'"'4DVED A:1017 +a 17 ' 2000 D CRYOFTU K'Wnq.... AUB - 92000 PERMnrce arER DESCRIPTION STREET LIGHT viATER mETER STA. 12 +18'