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HomeMy WebLinkAboutPermit D2000-230 - PEACH TREE DEVELOPMENT - LOT 33 - NEW SINGLE FAMILY RESIDENCED2000 -230 Peach Tree Lot 33 12229 47 Av S fi City of Tukwila Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 017900 -1045 12229 47 AV NSFR DEVPERM Contractor License No:. S Permit Center Authorized Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I'S PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D2000 -230 ISSUED 10/10/2000 04/08/2001 Occupancy: DWELLING UBC: 19.97 001 Fire Protection: North: .0 South: .0 East: .0 West: .0 TUKWILA Sewer: SEPTIC Slopes: N Streams: Phone: OCCUPANT PEACH TREE DEVELOPMENT LOT 33 12229 47 AV S, TUKWILA WA 98178 OWNER TONI MORELLI 1728 157th AVE NE, BELLEVUE WA 98008 CONTACT CHRISTOPHER BROOKS Phone: 206 -226 -7106 1728 157 AV NE, BELLEVUE WA 98008 • k*• k• k** k• k• k*• k**** k*• k*' k*' k• k*• k• k* k* k*** k k. k** k** k kk* kk* kk kk k** k* k kkk: kk k k * ' k * *kkk *•k•kk Permit Description: CONSTRUCTION OF A NEW 1,254 50 FT SINGLE FAMILY RESIDENCE AND 258 SO. FT ATTACHED GARAGE. PUBLIi_ fWORKS ACTIVITIES INCLUDE: ****k*** *•k kkk *:tk** ***• k• k** k* k*** kk** k k*** k kk* k* k: 4k* k**: kk kkkk *k: *** **k•k'k•k•k** **** * **Ak* Construction Valuation: $ 113,770.20 PUBLIC WORKS. PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: 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 Storm Drainage: N Street Use: N Water Main Extension: N Private: N ** k• k• kk**** k' kk********** k***'***** k* k* k* k* k*• k k** k* kk** k* *kk***k*k *k* **** *kk* *kkk* TOTAL DEVELOPMENT PERMIT FEES: $ 2, 139.05 ** k ** * **k * ** * ** * *:k* *•k * * * * **k * ***** * *k*k k *k** * kk* *k** * *k****** *'k *•k*k**k* ** Public: N Public: N Date 10)2/ _ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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 ermit. Date: 0 � Signature: � 1 �{` Print Name: S`�!I /- �� �t P/�i (�G j6 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 2 v0` co 0, V) W; CO u. � 0 i g = O H W p z z LU Id D p CI i l l w w: IL I.1 0 . Z ON O • ; z Addres.s.: 12229 47, ' AV S Suite: Tenant: StatuS: ISSUED DEVPERM' Appl 07/, 11/2000 Parcel 4: 017900-1045.; • ; ' Issued: 10/10/2000 ** Permit Condi.tions: ;", . 1. No changes will he madet6%the plan's unless approved by the; Engineer and the Tukw4la ButldAng Division. 2. Engjneered-truss drawings and'calculations shall be on and..•avai.lable to the 'building inspector for inspection 'puyTppses: Dopuments'shap bear the seal and signature of a' Wasbington,State 3. AnyhexpOsed tnsiolAtions shall havea FlaMe Spread Rating of 25 or and material. shall beat fi;catlon showing the flre performance - rating thereof. 4. AVI n IcoStruction b'eAane'in‘conformance with approvt. plans and i7.,adYiraniants'.6i'the 1,Intformi-Building Code (199/, Edition) aS:aMended, Uniform MechaniCalCode(1997Edition) 'and,Washlngton.State Energy Code(1997,Edi.tion). , J. Pluml)hg,permit shall be obtained through the Seattle-King . County. Department of Public Health.. Plumbing will be inspected by that' ,agency, including all gas piping (296-47.22). 6. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addi,tjbn,to requirements % for Special inspection. 7. All wood to remain in placed concrete shall be treated wood. 8. Validity of Pe .t. The issuance of a permit or approval of plans, specif19019ns, and computations shall not be 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. 9. 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). 10. There shall be no occupancy of the building(s) until the final inspection has bee completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by the City of Tukwila, 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. Perrnit No . D2000-230 • re 2 o c.) 0 to 0 w 9 w 0 g D. 0 w z E 0 UJ 2 ° , co 0 — 0 rz " ; z L u P I CO."' , mr - r - CILIIILit PS FL Pt ILFiIIL 7" PiTSP, N./1N rr A r flu IGNITION, SHALL BE ELEVATED 18 INCHES ABOVE THE FLOOR, • U.M.C. 303.1.3. 14 . WATER HEATER SHALL\ .a.ANCHORED TO RESIST EARTLJAKE, U.P.C. 510.5. • 46. • 15. Temporary erosion control measures shall be implemented as • least 24 hours in advance. I, hereby certify that I have read these conditions and will comply with them: as outlined. All provisions of law and ordinances governing this work will be complied with, whether ecified herein or not. The granting of this pe,r-,mit 'doe, not presume to give authority to violate or cancel the pr'ovi s i ons ;of any other i460:: local laws regulating construction or the performance of ;:work' nature: r;int N ame {z the first order oir"tii iness to prevent sedime ion off - site or into exist storm drainage facilitiL.. The-site shall have permanent'erosion.:control measures in place as soon as possible after final grading has been 'completed and prior to the Final Inspection. Contractor shall notify Public Works Utility Inspector at2O6- 433 -0179 of commencement and completion of work'` at Project Name/Tenant: Value of Construction: ISO u obn: t Tax Parcl Nmer e Oi loo -- 10G S Site dress: l City State /Zip 1 Sl �� ' 1 , e I VI, W Lg (t' ` 1 /� - Property *— Owner: r 1 VVI.o v e., (,,4... t Phone: loco • 22(p - 7 Street Address: City State /Zip: si 1 4-t Q . E. & te i.cu -i g 'rScr, Fax #: 42S' - 8g/ - 2.<0.1 Contractor: Phone: Street Address: City State /Zip: Fax #: hitect St9vi.S l/tw VIA 1 i Phone: t'2S3 s72- 25 Street Addltess: City State /Zip: lc? (pis la 0-. AK. .%. r . F Vega wo9SDg2 Fax #: En Phone: Street Address: City State /Zip: Fax #: Contact Person: Ci(/IN1647/p vov S Phone: 2of9 - 22 I.-- --/ o ce, Street Addres : City State /Zip: 1 2;� I ;- / -' E _ �l vuf(.v? g�cbS Fax #: q2 c - & RI 72k Li Description of work to be done: t a ti - {/t �L Uv1�" l G' f-/p S( �C ( f' .- 1 .1,+, ✓-BSI � t/�l �/�l � -41 � 5(e X1 of work: 0 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 ❑ Residential Reroof Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: I, 2S'1 sq. ft. Dwelling sq. ft. Covered Deck(s) "2C sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of dwelling principal Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. PPLICANT; REQUEST FOR PUBLIC w ORKS SITE/CIVIVPLAKREVIEW OF THE FOL ^L'OWI , .5,,1 ' R i. (Adclltlorial.'revlews'shall be: deter►nlned by.fiie•Publlc.Works Department) . '. ,. , { �,,, ' 4 k 1 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity Schedule: gal ❑ Miscellaneous Single - Family Residential Permit Application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date aatlo a cepte 1111. ■ 00 es. Date apicatiorxpires: I% O ' Applica on taky :lals) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 CITY OF TUK 4(►LA Permit Center ` 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Frwl STAFF USE ONLY Project Number:, Permit Number ;1i�.J. -,,yam vvi 45llk %5t4.!!4JMSy.Va Z ~ W re 00 to • LLJ LL W O �QQ LL Q CO _ W Z = H O W ~ U • 0 m 0 I- W W I U u-O •Z W U= 0 I— Z ALL SINGLE - FAMILY RESIDENT AL PERMIT APPLICATIONS MUST B.E SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED . . A REGISTERED ARCHITECT OR P.. .IFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • . BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ 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). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". • BulldingOwner/Authorfzed Agent If th applicant is; other than the o d, a wner,; registered or contractor licensed by;the State:of Washington, a notarized letter from the property "owner authorizing the agent to'submit this permit application and • ;ob'tam;th "e;perinit.will be required as part; of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 'BUILDING OW ROR AUTHORIZED ` AGENT: Signatuz �U re: , N fp Print nElm 0vl V14,0 V -eAltii Address:, S )- Au . F. Date: t. a Phone: ' 206- 2'2-(40 ' 2-1Oc) Fin - R91- 7 $4 City /St /zi : 1,i;,e vbte 1114 4gc2 SFPERMIT.DOC 2/13/97 z • w ce O 0 0 w= I.- CO w � u _ co w z � zo w o o W LL. w z P- P ~ z • 4 3 ** * *A * *'!c'h *A * * * ** *•A *A *•4 *A•A•k *• A+: k• 4 b* 4 *4:*.% * *^k *: * ** *k CITY OF .TUKWILA, WA fR'tNSMI:T * * ** *•!h A.k. Ak•A* * *:ir *h *A * *44,**A *.A.r ** *•; 4: 1' kk*• 1:t.•A *:%* * *A * *A ** TRANSM1:T Number: R9800'371. Amount: 13,812.75 10 /10 /00 10p.36 Paliment Method: CliECIt Notation: TONI MORCLI.1 InIt I(OJ Perm t 1)20(>0 -230 Tv pc'w DLUPCFti1 DEVI:l.0P111:1f 1 PERMIT PEtr-ce 1 Na '' . .017900-1045 Situ Address: 1222f.4• 47 AV a ' ot;a1 Fees: :14,509.65 This Payment 13,8'12..75 Total ALL Pmts: 14,509.6.5 Balance: .00 * *4rsl 44.44.1 44r A* 4 ******** 4** rh4c*4,* *** **4r e4 *:4 ** * * *4 * *•:t *4.4 *al4, * *S le***** Amount Amount 1.. 0 7 2 . is 5 10.00 10.00 4.50 15.00 20.00 60.00 150. 15 ..00 25.00 4.364.80 (3.005 . (3 0 37.00 Acs "au.nl, '.Code 000/322..100. 000./345 . (330 . 000/38 6.9 04 , 000/3 402.1342.400 1 /388 10,2 401/386 520 40./3:42.400 401/343.405 401 .:188.104 40 .3,88.104 000/322.100 000/345 . (330 )eaoripi: ion 11 U I l; t? l i1 t3 - R E S PLAN CHECK UTILITY PI..f11'! CHECK WATER ME 4 ER STATE BUILDING SURCHARGE INSP f'EE - UTILITY INSP FEE • -: ((144:. /9S8 WATER ,CONNECTION WATER Ii4STALCATION (DEP) WATER •`INSPECTION FEE WATER TUR ?(-014 FEE WATER: f1SSESS ••ALI.ENT0WN. SEWtwlt A'S'SESS. -ALI ENT 0W14 LAND AL, ERI:M(y PERMIT FEE LAND 'AL'ft.RING PLAN CHECK • .._ -. - ..... -884310/1-1-17i.0- , TOTAL 41784.93 .; ; 1 '. SAM.liafie.» N. A A. A. A.k *'i*t bAA VA **I.*** A .* :_Akk A. AAkA**ANAA* 41#4A * *NA3:4+: 5 C I T O rt i1K W L I A H X 000 2.3 1 P f-i ra g H T T Ode' y ; 1•^fk.k *!:* N**• A**r c.A 'N A. 4Jr: 4: kN A.* 1. 4Nr .:SAA:4feA*4.AkAk*AlehN:t•:4A :4.5ee **45k3 ** (t 1.,H AfIT Humbert, R9E100:317 :Amount: (."ti,,'.rO Q7'1i.rC.) 1.5:5i. is��;a'ssic�iiy 14c. :had CiskCi •11ntat ion: :t',I•412I3 IlIt00Il. Initc 141:it I�e s�sn;�l;`` 1�!a o D2000.-230 • 'Fvri ; 'I)EV ` EItin f1E VELD P141 141 PIER T. Total f ees r i. 1 273 5.•; Hi$1 I'a scinm 696.90 Tn ka1 fl t. I , t, 9 i; «90 e, ►.1•A':4A4A *s4 .nA'Ak1 A A *A to:t*'r4AAAl••h•hk.4.R4A. }: } v•A•:4 4 A -3*k A c C:c'de :', I) cr I pt.i,tir� �mcausti: ':000/3 f 30 l'i.fai�` i.1il:Gl lii�S 696.9. ) Project: c ckt � - � Type of Inspectio a A ^ t- ", ` Address: /99- A q7 Sv . Date called: - S -- 10 2 - Special instructions: Date wanted: & _, -'0— m . P.m. Requester: GU Phone: 53 .?7&-- (D 1G3 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, , WA 98188 R Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: C l9YYer4-xOnS 4reNvv , rnhi erf row r e art l 2 2C Co v () L -1-e Inspector: ' ^� Date: ) 0 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: ..Fia.teh.,^,ar�. {+r�e.t+!1s. W.k'.�.,a.rrw^..laitse�ucl •.ad;e�i ...�t, ck;;�; ..r, :. Project: TebG Gh ( ` 'Yee, Type of Inspection: e- / ` t Addres : �).,��9 Li1./-10 s D called: �_)-(--0 � Special instructions: , to� Yr l , Date wanted: t a.m. Requester: ( Phone: 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. • (206)431 -3670 Corrections required prior to approval. COMMENTS: fi Date: 6,41_ 02 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: I +A' y:ezz„ p.1. � s fiprtv?G':1� v . ... _.. ,a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION A 981 BB 6300 Southcenter Blvd, #100, Tukwila, Inspection; Type of Insp ; Projects 1 _ o Special instructions: Date called: Date wanted: Phone: Approved per applicable codes. Corrections required prior to approval. Inspector: `ft. It • $47.00 REINSPECTION FEE REQUIRED. Prior to ins e ect io n, fee ection must be paid at 6300 Southcenter Blvd., Suite 100. Date: Receipt No: (206)431 -3 ...yt4t¢.��:�teYlws.s �F Yt'tntS 4� ��T.l�ti'AM �tavrs .}LL?�iPwd�/.F.Cs•°�'}6ill� M'� n :5 +ao:�4b Pe cil T of I pection: n Adkess: Date call c.), Special instr cctions: Date wante : • R eyue�� 4. ' ):=K., P t 2 38 - 3 �I 3 L l Inspector. Approved per applicable codes. 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 -3 70 Corrections required prior to approval. COMMENTS: p *19 J (n s4 \ l n u'� G h t v �r i or 5 nil 2.) .. S la 1(� P Ir e Nc-t'Q tr U v- 4 .∎ fitt \ ctS romp 6 '084? Ct,u)01 1 WcA -e r Se -v' C l �v�st�n 4.,2-ect \loose WIN 4) re 1St ` 1vt etrowt S (�(`•P \ fr r ccl I \ X131 3197 I' JO� St4 Q.. "C"0 a■sco S ?c-0. AT $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Date: )A9 02 4 �.. C.; h���- 3t, 4:` r.'. l�f+ r' _'.`�;�kLx�rP�"•.�isi':^�.sMt�: L1tir !r:1.F:1'�'li.�a."r.,'sr'�.;:i .., ii:r .. ....Y;... �; .ra..,... .. r' +1�::}AYIM 6 214 i�1]LSiYSttflt`r1tL.¢a1 Ntli ", fl 4 SS , t `')GYM'tk..: ,, gg U D ' w f�' W 0 W Z O ; � ; gc 0 o W W V INSPECTION RECORD -Retain a copy with permit INSPECTION NO.. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. PERMIT NO. (206)431 -3670 Project.) -t1 e 3 3 Address: Special. instructions: .' Type of Inspection: , INA Date called: • O � Date wanted: a.m. 1 �•'� p.m. Requester: CI hone: Corrections required prior to approval. LS COMMENTS �rpu,/1 j cR t ' ci r 1m) -e.> 2 c C.e.eCL `'1$" 1 °inC. UCbC. 10x1..30 3 V Ori t ova 1vv r v' Gw spy e c44.- 40e a �- u't l O h ► wwiAel v� t A '-t p tro , rep di Le of A ?B'i'd >�iC fir•v c r t . Ira � cr f o r 5 Vov, C ∎Ay .. j �. � of „S -erw t'A t (7041 06 -e Uu \ietr14iCal- f Date: v 0 z 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: • uc.....: ;.,�...<...W m..,.+.,fw.Gw�, MLA., RLtf.. � rzti ; 7.� • 9dr�dct:a dJ tS bl6 �ai ' .U-t $: *Am .44 a w U D , rn CO W WA ; u . F ; 0 ; 0 ; 0 Il—. _ � o ` LL z ` N : O ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION , 6300 Blvd, #100, Tukwila, WA 98188 Project: -c) 3 Address:' Special instructions:. Type of Inspection: Date called: Date wanted:. a mom. Requester: v`\4 hone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o rrec -V, o.. 'C row rtt S *atl r >r . Q. `` t'�_vv �� vdot t!i Ih d0 utA-r , y- ' Y� 'SPf�V l f 42. \� t S c Y r-e- \. W\O\: 0 ►Ia�P t.v�A v -P CJ'i' CVa I C SC Y1ct4 -r In Inspector: eac Date: \).4 ,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: 0-2. � rg..::F�. - !�'.•' LSS�jk .. ':.�I.YR r iW�.�'a ii� 2o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I'M, iTPA Address: Special instructions: Ty fInspe ion: Date call Requ s er_. � rr: Pho: (o Approved per applicable codes. Corrections required prior to approval: COMMENTS: 77_) Orin ' fl. q vr4 rel vl 'Kr') SI.J I'bl� Inspector- .,C v Date: 1) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • a$x rr!'ce'" : '' YF«4aL'r+t3s'>:aX 97 �Y.61 1.'4R+4 4tG'�?r.Y?+`1rn .w+C.1.S.i(:uAi'4dw'ai't Z Q oC 2 V ,. U O ' W N N � ,. w 2 g- N d '. I— Z0 2 j [ U 0 —? I • Z U co Z sect: .T1\012 Type of Inspection: Cc4S LA, SSS, tn1M� S Address: 12 1 0 atte S . Date callbd: 1 / Special instructions: t t. Lt, �,@. (W Date wanted. a.m. t & 11 p.m. Requester: ,1:(/, T c /P Phone: 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 Approved per applicable codes. COMMENTS: t) ro% cv,►..A R . I1' 1. I• It (*of r Inspector: Date: 1 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. _.r.... m. .n.rf]., s. .L. .rs .r. :..1.whu.,t.,xrf.::,.,1x x. ... (.kteJrl. 'lnciui . JiuntiF .4Y1ui'M12yL•a.`�3ra�ua.u..n..1 ... ']',iv i;4ia>f.+.,� e ..1d,;A ;4 414', ke.4 r.:o.i NI, 1:;', II1i4 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Authorized Signature FI'ALAPP.FRM . `' ty , ,a. a , +7i ti.14 ∎∎, .ri .Y'!LJ ;ii " - Hyi r .�z r . t ° .:w .. i•. ''•.- 1� •,.a:.:r: 4 u. TUKWILA, FIRE DEPARTMENT FINAL APPROVAL FORM /9 city of Tula John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief -tom tr y" E-- je_,( soft''t - Permit No.' j 5 z . c ) Date T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57S -44139 oc 2 , v O- mu), N w` w 2 u_ d . z� 0 ' 0 Mt ` = uJ I C) U. o ' Z 0 z * h:•' F � Type o spe tion d 36 1 Date ca l ed: 11 r , I Spe cial instructions: Date wanted: r V7fbf p.m. Request6i Phone . 7 INSPECTION NO. INSPECTION RECORD 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: / e r/diiD Inspector: Date: ,/ /7--'11 $47. i 0 REINSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rnn _: x..`::�sM tt...;r .. -. :1�.. T..♦ T. }!� . ![.Y:.r-. ..f.,- w.2�"`� „`. � n wn if; ".:' 4.4 5t'j -1+ 1 . ,A, - ;46 . ,,A , •afk1.L3P4 ':.:: /,l�fi z 44 a , to J F- N LL W 0 '. N 3 0 Z H° tu U Oft 0 II —' W W z U . ,I0 Z ma t.) _ ` 0 I— Z. Pro ect: k tcrk1 �" - Lot 3 , Ty a of Inspect ton: tt ha dSI{ess a �a��- t. � 7 �I J vc . lie a l Daa Special instructions: Date a nte�� � (`• RegyesteY•I S P hone: 2C/0 -•- li5-_0 g99 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: o _Corregtions required prior to approval. 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C' iS: , 7.Dwc«'+Ilrr�;:T+te": t r,}: ":'i=: ,i 4 J4?2" " .:1'' , r i;��b adw,n.ti�,��.r�.. ✓.:a��MaiG'.Oti?caJ3 . toti� tai` l.rt b.;r.� � e /�.,�/ /p / � +{y�.' , v- TYp /_ m` I / nss � p /�ec tipn: 9ddress: 2 7 4Y J aaa� D� J 1 7/ O / Special instructions: Date nted: R' ,2 7) /61 /;a.m. p.m. 4quester: C.47 YIS P : 0 -" l Y&O ? I INSPECTION REeo t Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3 70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` Ins Q .� r Date: 8 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: Natu�L i7& nID[+t 1 eti . ,• g.. C'..tit 71.+ 8. "dtOaLtr',tYh,ai't :iSuJahmtgLW'"' i' Y�''�. 'C' r•. • �" uisa ltt & c.) fA w 9 O 2 g J` sti = Cy • w Z l: DO 0 1- w • O 0 z Projectri >. • I""'' f tTdee 6e Type of Inspectio rt.() /i Address: / a 4 '7 11 /f F s Date called: o o t / a / Special instructions: Lar - et niefcr 1.3t)--"t , c �/ p Phone; Date wanted: e2/� 9 //9 ) a.m. Requeste,r,,. C A ph % Approved per applicable codes. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR , Retain a copy with perm; PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: l $h`'r rsl S(c IL9. w f tM cl t�J h)/ laeJ 0,6 Inspector: Date: — $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: ect: r et- 'Type of Inspection: a /i . T-ni - . U3CalbOafeW Date ailed: Address: , ,:- (. _ 1 91 Ai Special instructions: Date anted: LVZ I CeP p .m. Requester: - P one qa5- LILA 1 - I , INSPECTION RECOR 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)431-3 Corrections required prior to approval. COMMENTS: Sb/- 1 -36( I i A )126 \ 1..f p roue4 tt)'€) wAlls 1100S A tAci 1Uncarri --- a r pro ve(1 Inspector: Date: 1 0 \ El $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: o ect: e cv I Y .L f 33 - Type of Inspec _rt�su / t - 6t /M r'rl Address: / ` 22-Z Dat coiled: O Special instructions: Da 14//1/0 te.w nted: r a.m~ P.m. Requester: Ckir 1 Phone: t- -1 as' g u I 7(0 s Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. `.I (206)431 -367 Corrections required prior to approval. COMMENTS: • IrC4 t,U i S D :.. r UPtI 4 S)1 (Y r- ( ... )6( (. \ kb, t h T -c .e � o v �� t•t-te - \ e s a ( h c)t) a p 7r6V ,t ) I - Q pprOuPce lx)cll C aw � Prot ten I --- F loor -tn s t.A44 Inspecto . x/v Date: 1- 1-19-0 $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: - 4.v&awat4Ahli). ; A2:' l.gulw rat's '.fs.. Sli:'ke0a'K:gAePS Y a + • - .t.e. a4 �atR 7;.:lt ::a:l.f., wry .,b.r.xi.,bite``. ,+,a' a..*. ? �:to Pro l aC/1 7 ' t'lIt Duel min (°ail Type of I nspection: V f .T- 1,- Framin Address: J L 9-q y 7 'A cv s Dat Iled: L // / Special instructions: Date w nted a.m. I-0 7/C I P.m. Re ester: C ViriS Phone: , rp_6 _ 94 �_ 70 SS - 'Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 sCorrections required prior to approval. COMMENTS: C orr 4 t 2 3 a LI -(1 C o h P G p(,01 /,o(A Inspector; � Date: 1. 4_ 1 7_0 ) ID $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: ws�_,a. s . • 4vr.607s:r.xna-- vae..45%d -.a3•4.a: ii: a::. i. w. t3..;;. ku. t. .a:r;a#+ut...ti47 <a:N...�a +.e�ti vS' ,W.nkS•t:a%w"va'waiL'.w.t:' , ".�' r.``dt444k AVPa1v�.Y'� to w Prpyect: / � i - 1—e? Type of Inspections s . ' f /'d Address: 4 . /4/' Date balled• pecial ins ructio s: 1?-119 i1 Date w �� a.m. Req t . Ph r A 4( ..... 76455 • INSPECTION RE CO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 r 7 .,,,ctvp,1,71 11,1 J.r PERMIT NO. (206)431 -36 Approved per applicable codes. 'C rro ections required prior to approval. COMMENTS: ( Ifs elver •-} S 0 r4- o. h nu;'..e , i, 4 3, eRke r a St ) ��� ;r\ r 5 ,ji� Ce rr4Ut s% -evjc Ca r• e t, c.A c ) u* u � s-1-0 V )' w 4 r wa . { S`�r , r 5 Se Inspecto . Date: ) 7, $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: 3J tI tO .e. ,.ret.I. t t j?'c}". rip mow,'. P, e.: i;l.y"_i��`..:3.� "•- •a:+`.�ra w. .1.0/ i.:::04tifi5:4 ..., . • .}�Ju::b.' Pro TYP��Ins�p�t�n: Address• c cZ tl-P .&), Date called .3 30I 1 Special instructions: • '. \ Date wa � / O a :'m. Rerfier. rrll _Ls Pho : a `1 -705 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 M ' Corrections required prior to approval. COMMENTS: ISCv o 4S (\' cif o : Si AC A .2Q6) L131-31079 OV 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: 1.0. t ..a .za4 + .s. tit,xraa cx ; 5imi.aa aur.g tiS1r sw 4ataai o . i.lo k .r. diov ai. tom . r ' �:+.+ i. i�._: W, �3�3 .�iaLaia�uu6r:�.a�s±c4�tkCldu ; t i W , U fn 0 I- W W; W f-, o , • z z P = Ti lei I /S�`0'Ip Type of pec ibn:i -S �� AVi , Date called: pedal 'Ii�suuctions: Date wanted: a.m. RequestrA ri INSPECTION RECO Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -367 Approved per applicable codes. lc6rections required prior to approval. COMMENTS: Dafe: E $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 w LL W 0 ', LL Q ' I- w 0 Ni 0 I- W W' CU — N ; 0 z it . >�1 INSPEC ION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING•DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 p2000-23oi Project: Peet(' h ILL x, 31 Ad / r a as ” z/t y 4 Qve S Special instructions: Fee /0d ?rnu'lc Q v " t �I ∎rot Type-of Inspection: fl-M 1 t tkc Date Galled: 3 /i /o/ Date wanted: Requester: .�,� X75.- 91- 11- `1tpss El Approved per applicable codes. jX� Corrections required prior to approval. COMMENTS: l.) 00y O- 1,5 c ; 4y aporovrd rovr,L- l-V1 pPP rQVa� - Truss ma n A ut-'rs s ccl rrcah vh Pv i °Ci .C4 rv 6 v , r a ` c q cu 1014 DOS Or ofr c'ai \DCDki av, ;, 4 1� - ' fie. %ril tA�oi�� y ,a C1 � vl c �. f c coil: +�G haYra4�vc f scr 0% K 1 1 \-■r-e_ S \np Ir` r Ior' AV k) r -A'1-r S l 0ov AO ` \oor, q C A3 q he o t- aii -4-0 .d — V - S l rs A ho[ 3 PERMIT NO. (206)431 -36 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. to schedule reinspection. I Receipt No I Date: t' �t'r xiinw..d ?n..lc, Zig,..k: « 1;4.428r f) co W = J F- N W O } J N om '' W Wi ' C.) ;o 1- WW Z N . U 1 O Z • Project: \l �GLt \`� c Type of Inspection: �r M I l, y Addr ) : 1 ,� G f ,1 ^ J c 1 Date called:. t` o f Special instructions: Date Date wanted: Requester:�� 1.S`to .p may' Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPE RECOR Retain a copy with permit bP.oco - 230 PERMIT NO. (206)431 -36 COMMENT& . v\--V% v\ 1 O Ck a"i" \4t o w, e r cre to p ( r acre s Ls -ear is is 116k- hsi-anc;a q -) S►- )all no-4P or 6. CiCtrCt e I0 /01 rOorA Li o.) See ho \cf ci°tor. scl-eck uIe, pace Protmt IY,5p1°C't 1Ov\ Y\crl- cctmpk � 2 -13\ 317 9 n -7 4- 4 /WI ` more t\'4Or V v,Aty% rrections required prior to approval : -; Date: -- D 5 - 5 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: `' ry Kwi:�l.wt.kf:�A. w tar .,z�'d +.a :o.�A:.:tA�t.'�, r ,t4< %rSia�i�.'s..• Gi �." uS�in:" �r: t: x:. rSi+ a+ �".. w�ARC� .3i0MlG:iuit��.,M • kia wlL ` d4i,1(/R..SrJ+rteXwJF,1 4440044W' Ai' 4At, w440.. ?44 ;44,11: nYy!'$oSxn }vltii«':' uF'AvGt:1iRn»t51 4ta�hbi.;ldd" "*'Sri.rV 6Y'1i., IA.k.,tl- '.k +.iir,�i�. Projec . `� cl \ al Type of Inspection ko lCi2 ' I Adr y ) ''1i 19 A UC C Date called: , s MO I Special instrutions: Date wanted: 3` Sy01 c..r nn1;....,. Requester;„ LKr‘S`EOp Phone: r . _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECO Retain a copy with permit IXCO aa PERMIT NO. (206)431 -367 Approved per applicable codes. aCorrections required prior to approval. COMMENTS: h( ow Wi * \1h -Pi o -I' `Qc S . en- JG■ J Date: 5' S'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: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Proj e Q�Zc -1 Ce€ Address: 2 ° t (Oki Piv*.S Special instructions: Typp.�4 Inspection: 1'1a-r■n‘' n Date called. - 6 (,o1 Date w ted: Z �Z71 0 1 a.m. R ster: j 6 /1 Phone: � S OI`(( (elk Approved per applicable codes. COMMENTS: ; y� 2.b0 -230 PERMIT NO. (206)431 -367 Corrections required prior to approval. v e Card _•# f ) 2 ci.% JX/ r- )11 ›Cae go-e_ Inspector: I Date: ,0 / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: .1 Date: pa '0,lG/ Project: f nh1�'e� I�etK /��•.ari � d i y Ty of Inspe • Addre s: /?� -`, 41' IA 4f�t 577, Date called: r �2/� J 7 Special instructions: o f a• / /av i eitf? Q i G C Phone; Date anted: a ,� 6 g p I � m ~ Requgster:. -Ls Lie-5 yc-i /- 17(n,55- INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bzOao- 23D (206)431 -3670 COMMENTS: -1/2/ine.4 1 9 47? / fie,A, Approved per applicable codes. Corrections required prior to approval. Date: 7 �Z��11 $47 .00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 t ,,,{5,...i_r:Xr .2•ivi..'cto.rW r.. l i,V:, a r :J..e41 enw.iten:a...:t,y Project: " jam ' , tut Type of Inspection: c n L. t1 Addre s: / 41 otfre S . Date called: / /;',o Of Special instructions: Date wanted: a.m. p.m. Requester: � , ".424.04 j' Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Corrections required prior to approval. COMMENTS: appSej 1-filtimAt lt/J .pr J 0 (/o 17) hoYAthil I .r .0K tx.i 14 Sit v/6 E ,we 1 6titet Inspector: Date: D $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: Y.S'+a:C�,r.u.fl43ux4r::.a ,Zoitito i..3 a,c ;, .r+.M Project: er, carinkr Type of Inspecti V,v im l Address y/ Date called: Special instructions: p i, � t1 Date wanted: (r ( vA - 6 p.m. Requester: Phone: r-125 _ 9 LI 1— 76s INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981,88 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Dkoo-a3 d PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: CrAida/ ,rte Inspector:. Date: 1 JL3y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter,Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date:. R„a.£swu- as:'1.¢��x.htiiS�s ` =di7LLLwn.c , . , .;w azy3a "t1Y A� >yk,%¢iltv'xl�:{$ tt 2 . ' rJ U I* $ V) W W 0 ' • ' co 3 W z � o LU 2 0 I- I U. 0 u 0E- z Project: re.A( /1 ' CC DC VC (v. Typ of Inspection: /l"Garfritig Address Date called: / Special instructions: Date anted: //,?3/0/ a.m. p.m. Requueste ✓ r:, Phone: U s - ? y/- ENS s Approved per applicable codes. INSPECTION RECO ' I DZ.UOO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 630 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: k)o-k 'gectA PC`vk CA ppraVa ?' V vv\V1� Y�� ri 19 p 'JAVA CO4 I p1Vv I Ir0(la nrn tv wC(, A ct rn % Inspector: Date: / f E] $47.00 REINSPE TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: :Ji�_ru Ui4+f t*ti«Liziiki��te5�4. Jwri:ii�4ns .rirrada Rvz.�E.. 4 ..- vA.,ik.� t1Yt'T1ea ,Id m'P� +; 1, � o; ...CO W Nu.! LL et. W O' H W U N� Z W • o . Z ' . • Cl) Project: J I j I ea Cfrril (,P e -P (/ Ty of Inspection: a.Q.YL it 1U -a.411 9 Add � h / Z ZZ cf / 7 Ave Dat called: 12. -N-c o Special instructions: Date wanted: - a.m. 17 ( —Uc) 4 Requester: ci i „ _ Phon :as) `1 `.1 ' ^ 7655 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 !A s Inspector: Date`' l /;l' ;;6 1 Approved per applicable codes: Corrections required prior to approval. 66 91 $47.00 REINSP O FEE RE I RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.• Date: Receipt No: iuu „c.,,, t t.& t;�J::�c.oiV'r�l _R roject: a01h- Iro62, "T , te.I Axeni- 1', Type of Inspe ejkQLt� vq-d.,Q. • Oat ,,,,, Address: Date called: Special instructions: Date wanted: `-� p' o0 41101. p .m. Requester: P47• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION I itE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. ;Call to schedule reinspection. Receipt No: Date: :is .fr'.. .,.RV.+Y..K >.:4ir,.tiia NW W } O } ' N 0 1 I-- 0 Z 1-[ • W ▪ ILI '. d c 34 O N , Q • IL 11) u j 2 O Lu Z, . U N . z Propc � Type of Inspection: SS Address. 11:2—' 2 ' 7 If f) S Date called: C?o Date wanted:/ a.m. P.m. Special instructions: Reque�tgr. p / C 11ff// �f // J . UdAC Phone: r • t�I -5 2- 5 53 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit b z4 -2-3(3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: d S -P 6, MA-A V1 7 1 u . . - 1 5 1 - 0 tit d 5 S auto % 2-2.-15 4 2 7 1 % 4 4 - c x< cAdocj -1 - t7, (..401Y " riAtn S rh 1 = pldw42.44 PV c 7 J.7 (; he , c" CM fir; IA, 7' � 2-7 Ja , + , t TV ( � ' w £ , Pa . x-1 44 3 � mil' y.p ,,., `� a S f �,��,•� -� y' ,mod �� � ,Sri - e � r . w /4u. w ird 7 /541.1),4„ Sly d ' Inspector: v $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....Vi.�3ik ;ds•L.t " �1�A7G1 .l3FTAYO�y",��yy�ilYii7R7� .�.: .lµ: *rim.w A• 1 J:J�Aa.z.a�.kkt.ni'�.?7 CC 2 0 0 to 0 NW :. CO W N 0 = d, H w , W W 2 p o-; 0 1 — t W' V; - ` Project: ( <<c.hTPe- - L � - t - 33 Type of Inspe C� vri ( )1 ion: S pctCL.. f ( Address: I .. , L 'I ,4 u Date c led: l I 2:2- Special instructions: Date w nted: (7 ;7/Q0 Re er: u st Phone: ( -- I LI I k s:- L -- _ 'INSPECTION RECO 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: J '‘0 r -0 e v 5 \ IV G Wai - ?Y[1Ni■C \P rov .A. v\oOt)S ColAyvec 10 Y\ `nnr- Inspector: Date: ,1 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: Date: W de c� cD co W wO J u. N O ! . Z h. w w; () w o F- ww .z 0— O z 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. 'a hree Lod" A dd r es s : ► � a -9 4 /7 A Special instructions: I►i` Type of n I oon:: ,G //i // D at called: lc/ -off Date wanted: a.m. Requester: C_Ne rlS P 5-voR- 3533 (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: ��qq 1 s NYt 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: f .. t t0Rlti "wdrei'ovZ4:b ii'Co'+:' 4,6ti.oi+aka.em't t-X3 ,* .+i ';'+Y.E.',V. ear4ii.rtz "� i'3".u'r Jt -a, �.✓.si,.lc .;�.`�t4 5, C -. t = +.G� n... oject (1046:20.. L 33 'Address:. Special instructions: Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 3670 Type of Inspection: CcLt el ACL- 10A. to called: I1- rr i(7 Date anted: a.m. Requester:, 1 17 - alp El Corrections required prior to approval., `COMMENTS: 0 $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: -•.a NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U-VALUE AREA S.F. 1 Sty yvt,vv\,i r Vi 0 1 v Am id 5cv c 70 4 k 4) \`' (o url o.4 10. v.501) 10. 0 .5t,t it .t I S tti.w.. mil v i 11.14 I y; v 4 k 4 0.4 I l lip viVkAA g La 7. Q X 5 0-4- 1A A v•rw A `r 1/ 11it . , l u i V\.(..i \ Sl('r C' s'1, I 0 (i.0 X' 5 0.4 _3 cp I SlA,y. ± a )■ 3 = '(4 �v .cI.LYv\, wU . V11A I. l , c1‘; )(. 6 -v4 U. 4! . D-i - 1 Su Nvvv\A A v l h it i fcti2 r- 'e , a n `/- 5. 4 � �( 3 l g Ill, iN\ ,Vv��1 1 v I j 1 ((250 4 v4 C 49 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 CITY OF TKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 S.F. - TOTAL CONDITIONED FLOOR AREA S.F. x 100 = WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH TOTAL (add entire column) PROPOSED GLAZING PERCENTAGE . �/ C 4 3).Z000 - 230 H -15 ACTIVITY #: 1. HEAT SOURCE: i yil (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) ista 0D, Th'e ro osed glazing percentage must be less than or equal to the glazing percentage listed under the p p g g p g q g g p g RECEIVED 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 1f 1 5C) C. , ys. u.t tyWz -I"t v - SU ' c.� BATHROOM FAN 5O -eEint 160 4.4m ouek-Dw /6tk i ' J / SO C" J h' ( BATHROOM FAN 50 CFM r1.w7)l'v?..,/<]4-,) 26 c $ -rv\ BATHROOM FAN 50 CFM h∎Al1 -b-v - / ` C �� C.--.t(y) LAUNDRY FAN 50 CFM %) J r\1 Ccfr WHOLE HOUSE FAN' 0 50 CFM (1 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) ® 100 CFM (4 BEDROOMS) r` r ; t C 1 7 0 (-- y 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. ❑ 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. l 0 Overall living area: One wall port as specified for bedrooms. CI RECEIVEE ❑ Central forced air furnace which delivers outside makeup air through the ducting system CIIYOFTUKV ENRCYCOD.DOC 2/13/97 CITY OF TfKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: 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. JUL 1 .1 2000 PERMIT CENTER - -coo) a..vuns��� + ° h- mcwaamuaaawrsaam., sY. nr^+ u�* rvroe* �.. w..+. aaK•. w+ n. .�v,pM�`kYl`^3C..�'37f7P'°"�'�i kY7�5�'£A?41i�S7Gtpib'.1,�:peB# W CC 2 IQ CO iw; w 0 u_ Q 10 Z 0t- -: W W% • — 0, "; Z U 0 z _: 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 OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O O O O O O O O 10% 0.46 0.40 (R -2.5) R-38 R-30 R -21 R -21 R -10 R -30 R -10 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 R10 R -30 R =10' 30% 0.32 0.20 (R •5)'; R -38 R -30' R -19' R -21 R-10 R -30 R-10 * < two stories R5 foam sheeting 2 Glazing trade -offs required in addition to R19 cavity insulation. 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 CHAP I ER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I • RECEIVED CRY OF TUKWILA JUL 1 i 2000 PERMIT CENTER r CHAR! ER 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 OPT II OPT III OPT IV OPT V OPT VI* O 0 ® 0 0 0 > .78 10% 0.70 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 > .78 12% 0.65 0.40 (R -2.5) .... R -30 R -30 R -15 R -15 R -10 R -19 R -10 >_ .88 21% 0.75 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 > .78 21% 0.65 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 >_ .74 21% 0.60 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 • R -19 R -10 >_ .78 25% 0.50 0.40 (R -2.5) R -38 R -30' R -19 R -19 R -10 R -25 R -10 OPT VII* O >_ .78 30% 0.45 0.40 (R -2.5) • R -30 R -30 R -19 R -19 R -10 R -25 R -10 < 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 I if DEBIGJB UNLI1IITED STOCK PLANS • CUSTOM DESIGN 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 plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. (O - moo -oa - Dz000- 230 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 1,9613.81st Ave S ' Suite F ' Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 Email :designstudio@designsunlimited .corn ■ ■ DESIG NS UNLIMITED 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 loads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer 1. 1 ■ 81st Ave S ' Suite F . Kent, WA 98032s (253) 872 -2580 • Fax: (253) 872 -3649 lams / -- / -- o o to 0 99 ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER DESIGNS UNLIMITED STOCK PLAN 5 ' CUSTOM D E S I G N 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 . E. _ /_ 1 4,—/o- 961 ' 81st Ave S ' Suite F ' Kent WA 98032 ■ (253) 8 JUL 1 1 2000 PERMIT CENTER ■ RECEIVED CITY OF TUKWILA 53) 872 -3649 • EBIc3IJS UNLIVHTED T O C K 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. 1-Iowever, 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, P Lic. No. 9788 IEXPIMS / -J -o 02- 1.S ■ RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • .19813'81 st Ave S ' Suite F • Kent, WA 98032 (253) 872-2580 Fax (253) 872 - 3649 • (1-14,!!, ■ .,... .�,L', .. 01. 0 ..x.- ..u+nno•v.; k � i..:zei>Wa .DESIGNS UNLIIVIITED. S TOCK 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 shear 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 lam / — / -- (o ( RECEIVED CITY OF TUKWILA J U L 1 1 2000 PERMIT CENTER ■ ' 2613.81st Ave S ' Suite F ■ Kent, WA 98032 ' (253) 872 -2580 • Fax: (253) 872 -3849 Emai (n W o . J IL Q; - d z o z D o Cai o F-; w .z w c 0 DEB IONS UNLIMITED STOCK PLANS 1 ! CUSTOM DE81 QiV 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. E. 1 . st Ave S Suite F ' Kent, WA 9803210 (253) 872 -2 RECEIVED CITY OF TUKWILA JUL 1 9 2000 PERMIT CENTER . STOCK PL_ANS • CUSTDrhI DESIGN June 10, 1999 'I'o: 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 I /-- / —o to – /0-99 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER ■ 9613 ■ 81st Ave S ' Suite F ' Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872 -3649 Email: designstudio @designsunlimited.corn • m n Walls `" "Struts c C 0 0 Ca 06 -05 -2000 1254A -1 Story : 2 H 4 5 14.3 32 38 54.0 [ 7/16" Sheathing w/ 1Od Box ] (Gr III Sppecies ]_ [ Simpson Strong -Tie Holdown ] [ Gr III Species [ Simpson Cnnctr ] s-- Exceeds Maximum table value Walls Holddowns Struts 2 3 14.3 32.0 06 -05 -2000 1254A -1 C 7/16" Sheathing w/ 1Od Box ] (Gr III Sppecies ]_ C Simpson Strong -Tie Holdown ] C Gr III Species E Simpson Cnnctr ] - Exceeds maximum table value 5 54.0 SW # ` Shear Wall Sheathing (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Klf) Notes rlNm i to tD r-a001 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) l0d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 1,2,4 7/16" RS (1) l0d @ 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) l0d @ 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 @12 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 Fj = f, Shear Wall Schedule ] E 7/16" Sheathing w/ l0d Box [ Shear Wall Notes ] [Gr III Species ] 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 -II -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. RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER N W' CO w w 0 ', w Z uj n o O o ui LL: 0 w z U N 0 Z L , noldown oc:i1UUJC [: Simpson Strong [ Simpson 1998 Catalog j I vi 1. -Tie Holdown ] ] t 1. .arc j--- Stud Foundation Level Tie HD` Type Stud Fastner Anchor Cap Detail ## Number Type to Stud Bolt Kips Number HNM tnlONCOCh STHD8 (2) 2x (24) 16d - -- 2.37 2.01 STHD10 (2) 2x (28) 16d - -- 2.99 2.54 2)LSTHD8 (4)2x (24) 16d - -- 3.65 3.30 STHD14 (2) 2x (38) 16d - -- 4.43 4.35 2) STHD10 (4) 2x (28) 16d - -- 5.98 7.63 2)STHD14 (4)2x (38) 16d - -- 8.86 8.92 HD10A 6x (4)7/8 "0 7/8 "0 9.90 11.60 HD14A 6x (4) 1" 0 1" 0 13.38 15.30 HD15 6x (5) 1" 0 1 -1/4 "0 15.30 _[ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown ] [ Simpson 1998 Catalog ] [ 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 STHD8RJ for STHD8, STHD10RJ 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. RECEIVED j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide C 9FTJKWILA buildings having 2 or more stories 1 j 2000 PERMIT CENTER tHx :∎;a; Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number CS18 NNNNM mmrn N ▪ N N N N N ✓ v v v v v (18)10d - -- 1.27 (2) CS20 (18) 8d ea - -- 2.01 (2) CS18 (18) 10d ea - -- 2.54 (2) CS16 (28) 8d ea - -- 3.30 U, MST60 (56)16d ea - -- 4.35 2)MST37 (42)16d ea - -- 7.63 2)MST48 (46) 16d ea - -- 8.92 2)MST60 (56)16d ea - -- 11.60 HD15 (5) 1 "0 5/4 "0 15.30 _[ Holdown Schedule ] [ Gr III Species ] [ Simpson Strong -Tie Holdown ] [ Simpson 1998 Catalog ] [ 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 STHD8RJ for STHD8, STHD10RJ 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. RECEIVED j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide C 9FTJKWILA buildings having 2 or more stories 1 j 2000 PERMIT CENTER tHx :∎;a; .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 1 1 3 1 1 2 1 2 3 1 1 2 2 1 3 1 1 2 3 1 2 1 1 2 4 1 3 2 2 2 5 0 - - - 1 1 1 3 1 1 1 1 2 3 1 1 1 2 1 3 1 - 1 2 2 3 1 - 1 3 1 8 5 5 1 5 0 - - * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HFlOC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER ...K.u.....a'� „...J.N 4 n.r.:e1 .1twc ila:4i ':inYw4st ' - •: sir” .4: aitj:.in.6rd.a:w. ,:.. . - rs.�f.;v.,.:� :'.'' - : . . •• ,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 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 * Exceeds table capacity None required WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 SW selection based on file: W15HF1OC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP.TBL RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER .Designs Unlimited r Time : 09:53:02 Date : 06 -05 -2000 SUMMARY SHEET SEISMIC DATA: 1997 UBC WIND DATA: 1997 UBC1 (ft) 8.1 - 8.9 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 Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Story 2 Story 1 Load Summary 11 to Y 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 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 of 7 to X 6.5 3.1 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER _.Designs Unlimited Time : 09 :53:02 Date : 06 -05 -2000 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 of 7 Calc Plot Wall' Length Wall Lt Trib Rt h Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis X X Y Story 2 Line 1 Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 1.5 6.0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 1.5 0.0 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 32.0 33.0 0.0 8.1 8.0 8.0 0.015 0.0 0.0 0.0 Line 4 Wall 1 38.7 38.7 0.0 8.1 8.0 8.0 0.015 0.0 1.5 0.0 Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 1.5 0.0 Story 1 Line 1 Wall 1 0.0 0.0 0.0 8.1 4.5 4.5 0.015 0.0 6.0 6.0 Wall 2 0.0 0.0 10.5 8.1 4.5 4.5 0.015 6.0 6.0 0.0 Line 2 Wall 1 14.3 12.3 0.0 8.1 8.3 8.3 0.015 0.0 9.0 2.7 Wall 2 14.3 18.3 0.0 8.1 8.3 8.3 0.015 0.0 10.0 2.7 Line 3 Wall 1 32.0 32.0 0.0 8.1 8.5 8.5 0.015 0.0 7.8 0.0 Line 5 Wall 0 54.0 54.0 0.0 0.0 0.0 0.0 0.015 0.0 0.8 0.0 WALLS Parallel to X -Axis Y Y X Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 20.0 20.0 0.015 0.0 9.0 4.0 Wall 2 0.0 0.0 24.0 8.1 30.0 30.0 0.015 4.0 9.0 0.0 Line B Wall 1 12.0 12.0 38.7 8.1 15.3 15.3 0.015 0.0 7.5 0.0 Line C Wall 1 15.0 15.0 0.0 8.1 38.7 38.7 0.015 0.0 9.0 0.0 Story 1 - Line A Wall 1 0.0 0.0 0.0 8.1 6.5 6.5 0.015 0.0 0.8 4.0 Wall 2 0.0 0.0 10.5 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 28.0 9.4 26.0 26.0 0.015 6.0 6.0 0.0 Line B Wall 1 12.0 12.0 35.0 9.4 19.0 19.0 0.015 0.0 CITMKW11.40 Line C JUL 1 1 2000 { .,Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 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 CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 4. ' Unlimited Time : 09:53:02 .. Date : 06 -05 -2000 LINES Parallel to Y -Axis INPUT DATA - Diaphragms WOODCAD QLAT (Pro V4.0) File: 1254A -1 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 0.015 7 7 Lines 2 3 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 3 4 15.0 0.020 0.000 0.025 0.0 N 0.015 7 7 Lines 4 5 12.0 0.020 0.000 0.025 0.0 R 0.015 7 7 Level 1 Lines 1 2 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 2 3 15.0 0.015 0.000 0.000 0.0 N 0.015 Lines 3 5 12.0 0.015 0.000 0.000 0.0 R 0.015 LINES Parallel to X -Axis Roof Level Lines A B 54.0 0.020 0.000 0.025 0.0 N 0.015 P3 Lines B C 38.7 0.020 0.000 0.025 0.0 N 0.015 P1 Level 1 Lines A B 54.0 0.015 0.000 0.000 0..0 N. 0.015 Lines B C 38.7 0.015 0.000 0.000 0.0 N 0.015 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER . • 4 `^������ ``�`����� .-Designs Unlimited Time : 09:53:03 : 06-05-2000 OUTPUT DATA - Shear Walls and BoIddown Forces Line Shear(K) Wall Shear ()cif) B Drag Force Bol CSeis Wind CSeis Wind Lt Bt Left Rght WALLS Parallel to Y-Axis Story 2 Redundancy Factor 1.00 Lo 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'I71 0.9 0.0 8,6 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 -- Ln 1 0'9 1.5 Wall 1 0.IO2 0.I7I 1.8 0.0 0.0 1.5 1.2 Wall 2 0.IO2 .0'I71 1.8 0.0 0.0 1.2 1'5 Ln 2 ' 2.1 3.5 Wall 1 0,I24 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 Lo 3 ^ 3.7 6.5 Wall 1 0.435 0.766 1.0 0.0 1.9 5.5 5.5 Lo 5 0.0 O.O Wall 0'000 0.000 1.0 0.0 0'0 WALLS Parallel to X-Axis Story 2 Redundancy Factor 1'00 Ln A 1.3 0.6 WOODCAD QLAT (Pro V4.0) File: I254A-1 Page: 5 of 7 Wall 1 0.027 0.012 0.4 0.0 0.0 Wall 2 0.027 0.0I2 0.3 0.0 0.0 Lo B 1.6 0.7 Wall 1 0.103 0'045 0,5 1'7 0.0 Ln C 0.3 0.1 Wall 1 0.806 0.003 0.2 0.0 0.0 Story 1 Redundancy Factor 1'00 Lo 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 8.1 Wall 3 0.046 0.030 1.9 0.0 0.0 0,3 - Wall 4 0'046 0'030 0.4 0.0 0'0 Lo B 3,3 1.5 ~ Wall 1 0'132 0.081 0'5 0'7 0.0 ~~~�"~�' Lo C 0.4 0.3 PERMIT CENTER .Designs Unlimited Time : 09:53:02 _ : 06 -05 -2000 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear ()cif) 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 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 6 of 7 S- Support required beneath holddown M- Manaul input of holddown RECEIVED CITY OF TUKWILA JUL 1 1 ?win PERMIT CENTER Designs Unlimited Time : 09:53:02 Date : 06 -05 -2000 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 7 of 7 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 oDesigns Unlimited Time : 09:53:03 Date : 06 -05 -2000 * * * * * * * * ** Detailed Calculations .WALLS Parallel to Y -Axis Story 2 Line 1 Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.289 OTM 2.780 Uniform DL: 0.030 Header DL : LT 0.000 RT 0.090 Max Down LT -0.618 RT -0.708 Res Moment: LT 1.381 RT 1.745 Holddown LT 0.311 RT 0.230 Story 2 Line 1 Wall 2 Height 8.1 SW Len Seismic Wall Force: 0.289 OTM 2.780 Uniform DL: 0.030 Header DL : LT 0.090 RT 0.000 Max Down LT -0.708 RT -0.618 Res Moment: LT 1.745 RT 1.381 Holddown LT 0.230 RT 0.311 Story 2 Line 2 Wall 1 Height 8.1 SW Len Seismic Wall- Force: 1.291 OTM • 11.395 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -1.199 RT -1.199 Res Moment: LT 4.934 RT 4.934 Holddown LT 0.680 RT 0.680 Story 2 Line 3 Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.985 OTM 8.763 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -1.095 RT -1.095 Res Moment: LT 3.499 RT 3.499 Holddown LT 0.658 RT 0.658 Story 2 Line 4 Wall 1 Height 8.1 SW Len Seismic Wall Force: 1.329 OTM 11.556 Uniform DL: 0.030 Header DL : LT 0.000 RT 0.000 Max Down LT -1.445 RT -1.445 Res Moment: LT 4.363 RT 4.363 Holddown LT 0.899 RT 0.899 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 * * * * * * * * ** 4.5 HD Len 4.5 Wt 0.015 Wind 0.364 2.945 0.019 LT 0.000 RT 0.056 LT -0.655 RT -0.711 LT 0.951 RT 1.120 LT 0.443 RT 0.406 4.5 HD Len 4.5 Wt 0.015 Wind 0.364 2.945 0.019 LT 0.056 RT 0.000 LT -0.711 RT -0.655 LT 1.120 RT 0.951 LT 0.406 RT 0.443 9.5 HD Len 9.5 Wt 0.015 Wind 1.627 13.183 0.000 LT 0.000 RT 0.000 LT -1.388 RT -1.388 LT 3.673 RT 3.673 LT 1.001 RT 1.001 8.0 HD Len 8.0 Wt 0.015 Wind 1.241 10.052 0.000 LT 0.000 RT 0.000 LT -1.256 RT -1.256 LT 2.605 RT 2.605 LT 0.931 RT 0.931 8.0 HD Len 8.0 Wt 0.015 Wind 1.753 14.196 0.019 R LT 0.000 RT � LT -1.775 RT -1.775 LT 3.005 RT S j.LO (151 2U LT 1.399 RT 1.399 PERMIT CENTER r •� Designs Unlimited Time : 09:53:03 f Date : 06 -05 -2000 WALLS Parallel to Y -Axis a Story 2 Line 5 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Story 1 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Story 1 Line 1 Wall 2 Height 8.1 SW Len 4.5 Seismic Wall Force: 0.461 OTM : 4.173 Uniform DL: 0.090 Header DL : LT 0.270 RT 0.000 Max Down LT -1.197 RT -0.927 Res Moment: LT 3.021 RT 1.927 Holddown LT 0.256 RT 0.499 Story 1 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Story 1 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown Wall 0 Height Seismic 0.000 0.000 0.030 LT 0.000 RT LT -0.000 RT LT 0.000 RT LT -0.000 RT Wall 1 Height Seismic 0.461 4.173 0.090 LT 0.000 RT LT -0.927 RT LT 1.927 RT LT 0.499 RT Wall 1 Height Seismic 1.031 9.165 0.135 LT 0.000 RT LT -1.104 RT LT 7.952 RT LT 0.146 RT Wall 2 Height Seismic 1.031 9.165 0.150 LT 0.000 RT LT -1.104 RT LT 8.417 RT LT 0.090 RT WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 0.0 SW Len 0.0 HD Len Wind O .000 O .000 O .019 0.000 LT 0.000 -0.000 LT 0.000 0.000 LT 0.000 - 0.000 LT -0.000 8.1 SW Len 4.5 HD Len Wind 0.771 6.247 O .090 0.270 LT 0.000 - 1.197 LT -1.388 3.021 LT 1.435 0.256 LT 1.069 LT LT LT LT HD Len Wind 0.771 6.247 0.090 O .270 - 1.658 2.249 0.889 8.1 SW Len 8.3 HD Len Wind 1.726 13.980 0.135 0.182 LT 0.000 - 1.286 LT -1.684 9.313 LT 5.920 -0.018 LT 0.971 8.1 SW Len 8.3 HD Len Wind 1.726 13.980 0.150 0.203 LT 0.000 - 1.307 LT -1.684 9.929 LT 6.266 - 0.092 LT 0.929 0.0 Wt 0.015 RT RT RT RT RT RT RT RT RT RT RT RT 0.000 0.000 0.000 -0.000 4.5 Wt 0.015 RT 0.270 RT -1.658 RT 2.249 RT 0.889 4.5 Wt 0.015 0.000 -1.388 1.435 1.069 8.3 Wt 0.015 RT 0.182 RT -1.867 RT 6.933 RT 0.849 8.3 Wt 0.015 0.203 -1 R WIVED CITYIDPZUKWILA 0.794 JUL 1 1 2000 PERMIT CENTER Designs Unlimited Time : 09:53:03 Date : 06 -05 -2000 WALLS Parallel to Y -Axis Story 1 Line 3 Wall Force: OTM Uniform DL: Header DL : Max Down , Res Moment: Holddown , Story 1 Line 5 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Holddown . Wall 1 Height Seismic 3.699 30.801 0.117 LT 0.000 RT LT -3.624 RT LT 7.754 RT LT 2.711 RT Wall 0 Height Seismic 0.000 0.000 0.012 LT 0.000 RT LT -0.000 RT LT 0.000 RT LT -0.000 RT WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 3 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 Wind 6.511 52.741 0.117 0.000 LT 0.000 RT 0.000 -3.624 LT -6.205 RT -6.205 7.754 LT 5.773 RT 5.773 2.711 LT 5.526 RT 5.526 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.012 O .000 LT 0.000 RT 0.000 - 0.000 LT 0.000 RT 0.000 O .000 LT 0.000 RT 0.000 - 0.000 LT -0.000 RT -0.000 RECEIVED CITY OF TUKWILR JUL 1 1 2000 PERMIT CENTER Designs Unlimited - Time : 09:53:03 .Date : 06 -05 -2000 :WALLS Parallel to X -Axis Story 2 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line C 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 Story 1 Line A Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.301 OTM 3.078 Uniform DL: 0.012 . Header DL : LT 0.000 RT 0.024 Max Down : LT -0.474 RT -0.498 Res Moment: LT 2.538 RT 2.679 Holddown LT 0.083 RT 0.061 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 4 Story 2 Line A Wall 1 Height 8.1 SW Len 20.0 HD Len 20.0 Wt 0.015 Seismic Wind Wall Force: 0.531 0.237 OTM 6.273 1.919 Uniform DL: 0.180 0.113 Header DL : LT 0.000 RT 0.360 LT 0.000 RT 0.226 Max Down LT -0.314 RT -0.674 LT -0.096 RT -0.322 Res Moment: LT 54.270 RT 60.750 LT 31.447 RT 34.481 Holddown LT -2.400 RT -2.724 LT -1.476 RT -1.628 Story 2 Line A Wall 2 Height 8.1 SW Len 30.0 HD Len 30.0 Wt 0.015 Seismic Wind Wall Force: 0.797 0.355 OTM 9.410 2.878 Uniform DL: 0.180 0.113 Header DL : LT 0.360 RT 0.000 LT 0.226 RT 0.000 Max Down LT -0.674 RT -0.314 LT -0.322 RT -0.096 Res Moment: LT 131.827 RT 122.107 LT 75.306 RT 70.756 Holddown LT -4.081 RT -3.757 LT -2.414 RT -2.263 Wall 1 Height 8.1 SW Len 15.3 HD Len 15.3 Wt 0.015 Seismic Wind 1.576 0.696 14.273 5.636 0.150 0.094 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.933 RT -0.933 LT -0.368 RT -0.368 LT 28.600 RT 28.600 LT 16.924 RT 16.924 LT -0.936 RT -0.936 LT -0.738 RT -0.738 Wall 1 Height 8.1 SW Len 38.7 HD Len 38.7 Wt 0.015 Wind 0.104 0.839 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 0.197 1.594 0.012 LT 0.000 RT 0.024 LT -0.245 RT -0 69 LT 1.890 RT C IV I LT -0.045 RT -0O. . UK 1 W JUL 1 1 2000 PERMIT CENTER _ADesigns Unlimited - Time.: 09:53:04 Aate : 06 -05 -2000 :WALLS Parallel to X -Axis Story 1 Line A Wall 2 Height 8.1 SW Len Seismic Wall Force: 0.241 OTM 2.462 Uniform DL: 0.012 Header DL : LT 0.024 RT 0.012 Max Down LT -0.498 RT -0.486 Res Moment: LT 1.737 RT 1.681 Holddown LT 0.140 RT 0.150 Story 1 Line A Wall 3 Height 8.1 SW Len Seismic Wall Force: 0.199 OTM • 2.036 Uniform DL: 0.012 Header DL : LT 0.012 RT 0.036 Max Down LT -0.486 RT -0.510 Res Moment: LT 1.157 RT 1.250 Holddown LT 0.204 RT 0.183 Story 1 Line A Wall 4 Height Seismic Wall Force: 1.204 OTM 14.765 Uniform DL: 0.090 Header DL : LT 0.270 RT 0.000 Max Down LT -0.838 RT -0.568 Res Moment: LT 76.588 RT 70.270 Holddown LT -2.378 RT -2.135 Story 1 Line B Wall 1 Height 9.4 SW Len Seismic Wall Force: 2.314 OTM 24.266 Uniform DL: 0.090 Header DL : LT 0.000 RT 0.000 Max Down LT -1.277 RT -1.277 Res Moment: LT 37.526 RT 37.526 Holddown LT -0.698 RT -0.698 Story 1 Line C Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.368 OTM 5.101 Uniform DL: 0.012 Header DL : LT 0.024 RT 0.012 Max Down LT -0.261 RT -0.249 Res Moment: LT 28.234 RT 28.002 Holddown LT -1.076 RT -1.065 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 5 5.2 HD Len 5.2 Wt 0.015 Wind 0.157 1.275 0.012 LT 0.024 RT 0.012 LT -0.269 RT -0.257 LT 1.293 RT 1.251 LT -0.003 RT 0.005 4.3 HD Len 4.3 Wt 0.015 Wind 0.130 1.055 0.012 LT 0.012 RT 0.036 LT -0.257 RT -0.281 LT 0.861 RT 0.931 LT 0.045 RT 0.029 9.4 SW Len 26.0 HD Len 26.0 Wt 0.015 Wind 0.787 7.401 0.090 LT 0.270 RT 0.000 LT -0.555 RT -0.285 LT 57.016 RT 52.312 LT -1.908 RT -1.727 19.0 HD Len 19.0 Wt 0.015 Wind 1.545 14.525 0.090 LT 0.000 RT 0.000 LT -0.764 RT -0.764 LT 27.936 RT 27.936 LT -0.706 RT -0.706 21.5 HD Len 21.5 Wt 0.015 Wind 0.273 2.215 0.012 LT 0.024 RT 0.012 LT -0.127 RT -0.115 LT 21.019 RT 2 1li1ERASIED LT -0.875 RT ci .a5'ftwwi(„A JUL 1 1 2000 PERMIT CENTER .r+Designs Unlimited Time : 09:53:04 4 -Date : 06 -05 -2000 2 2 Walls Parallel to Y axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 1 0.00 0.00 0.31 0.44 1 0.00 0.00 0.81 1.51 `SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL 0.00 10.50 0.23 0.41 0.00 10.50 0.49 1.29 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 1 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER .rDesigns 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 RIGHT END SEIS WIND X Y . Rt Rt Dis Dis HD HD ft ft K K Story Line Wall 0.00 4.50 0.00 4.50 0.00 15.00 0.00 15.00 WOODCAD QLAT (Pro V4.0) File: 1254A -1 Page: 2 0.23 0.41 0.49 1.29 0.31 0.44 0.81 1.51 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER - 7.,, 11 ; • - .7 • .4 • 1 01PS anyen atcre4. tonw tx tuad III 40 3 I I I 4 03 41 d .361* Voit 11--a) _5E 6'r 14 4 _Szii --es _2_.51.581E _5'Z ft" n ! opp.)03 s P a aOX 3 -3( L -1117SE L 000Z L L IYZE E C tiftP 1 C 713 PO L C 41.0uuo 'Lansaw ts a t "uoSAIld /A 6U titaleatiS 119 5 5 rg y‘i VZ7 NicY2 p—ZA ? r . - • • 3 : sunopPloH. ' s 1 1 "en • O'ST // 02T 8 c it ILI° —... "Iff\-4410 0 1kn'- -. 3 , • L 1 4111 x Story :1 • 1 22. g 12.0 kr 1 1 r t o riC 154 t u gL trArAtitleL 4;0 et M 'Wen F 4 f3cAUIS MA-( d*F &,trz Prmatto) ti C.Areke,t/rf eP elb r " - i Tb ODuiCAZ.C.-117. w/ • 2o w•F 2 14.3 GlAwrze_A. kiE 3 (z) Walls : IC 7/16" Sheathing w/ 10d Box Holcidowns:_( Simpson Strong-Tie Holdown 3 Struts 4 L Simpson Cnnctr 12-12-2000 12548 -1 3 ... 32!.0 (z) 11 3 [Cr III Species 3= C Cr III species )E-Exceeds maximum tabtd value 5 ._54.0 ..: N Z ri-1 0 01 44 0 1.?„, '.' s., t O 8 0 II (r) II Ix1 --t, , ;4./ 11 -S's•,„ -4!...- ,-;,.. 2. II C...) A - 41 H rr.1 /-"- = 06/0)CSA')" r- Sk "uNAl..... cx., I'D 41 A E-4 D r8 ' RI 1.:i c4 cn co cn lq ) D 0 6f Z E-I Fs El E-1 4 4 4 4 PQ E.--i El Ei E 4 F3 2 2 2 2 FD . ( it I I OD OD X 44' Cli P4 Pw al m co @). 0 @) 0 " • %L.:W.340 4721 HT C LA) vtleli 854 R FrAire#‘)i 6./ K-tX 4 k - ar-.(7)co) c ) 4. - 14b 1 3 12.0 11 iiF .11) Story : 2 2 143 fil e slcia saig, 12-11-2008 125411-1 3 4 32.0 381 c..YP -- Watts E 7/16f' Sheathing w4 led Box ] . ECr III Specigs 3= . • 7-- Holddowns: E Simpson Strong-ti.e_Holdown...3__ E Cr III Species. • Struts : E Simpson Cnnctr . /'. - table value 5 54.0 I. 7 , TA • am. NAIL / SPIKE CONNECTION (WOOD -TO -WOOD) Single Shear ANSI/ AF&PA NDS -1997 (Section 12.3.1) Licensed to: CWA Consultants .mi • Tb112.3A Gage 6d Bd 10d 12d 16d 20d 30d 40d Nail • •• n) Tbl 12.3B . 0 0.099 0.113 0.128 0.128 0.135 0.148' 0.148 0.162 Nail Length (in) Tbl 12.3C L 2.00 2.50 3.00 3.25 3.50 4.00 4.00 5.00 Bending Yield Strength of Nall (psi) Tb1 12.3D Fyb 100,000 100,000 100,000 100,000 100,000 90,000 90,000 90,000 Minimum Required Penetration 60 0.59 0.68 017 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) tm 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Parallel Dowel Bearing Strength of Main Member (psi) Tb1 12A Fern 3500 3500 3500 3500 3500 3500 3500 3500 N8 ao comes ou: of se back of main ine:niel tar) 0,50 1 .09 1.25 .30 2.Cir 2.00 3.0Ci Side Thickness of S '' in) Parallel Dowel Bearing Strength of Side Member (psi) Tbl 12A . Nominal Nall Lateral Design Value (pounds) Actual Penetration p 1.50 Penetration Depth Factor (12.3 -5) Cd 1.00 End Grain Factor (screw / /main member grain)? No C., 1.00 Load Duration Considered Seismic Load 1.33 Z' 52 Fem /Fes Ots Fes / Ko k1 0 p Fern / (1 +2Re)K k20tsFem / (2 +Re)K (0 K p) SORT (2 Fem Fyb / 3 (1 + Re) ) K o Re k1 k2 Gage MODE Is (12.3 -1) MODE Illm (12.3 -2) MODE Ills (12.3 -3) MODE IV (12.3 -4) is 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Fes 3500 3500 3500 3500 3500 3500 3500 3500 Z 39 49 81 61 88 75 75 89 controls MODE Ills MODE Ills MODE Ills MODE Ills MODE Ills MODE Ills MODE Ills MODE Ills • 1.50 1.00 1.00 2.20 2.20 1.00 1.00 1.061 1.079 1.498 1.630 6d Bd 79 90 84 97 39 49 48 63 1.50 0.98 1.00 1.50 0.98 1.00 1.50 0.93 1.00 fides aoX 1 62:4) ( i c;\ X 1.50 0.84 1.00 Copyriphl 2000 Forum Engineers - All Rights Reserved 1.50 0.84 1.00 1.50 0.77 1.00 79 62 84 84 91 2.20 2.20 2.20 2.20 2.20 2.20 1.0D 1.00 1.00 1.00 1.00 1.00 1.101 1.101 -.'.. 1.113 1.121 1.121 1.145 1.783 1.783 1.858 1.916 1.916 2.086 10d 12d 18d 20d 30d 40d 102 102 107 118 118 129 112 112 119 132 132 148 61 61 66 75 75 89 80 80 89 102 102 122 'EXPIRES 03 - 16 - 01 BOLTED CONNECTION (WOOD -TO- CONCRETE) Single Shear ANSI/ AF&PA NDS -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 Moser Thickness of Main Mem In) tm i>� 1.5 1.5 1.5 1.5 Angle of Load to Grain of Main Member (0 - 90 degree) to t 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) Tbi 8.2E Fern 6000 6000 6000 6000 6000 Required Thickness of concrete (in) Tbl 8.2E tm 6 6 6 6 6 Copyright 2000 Forum Englieers - All Rights Reserved Commentary 8.2.3 Z 570 830 1150 1530 1800 controls MODE Ills MODE Ills MODE Ills MODE Ills MODE Is Load Duration Considered Seismic Load 1.33 Z' 760 1100 1530 2030 2390 1+o/360 Ko 1.00 1.00 1.00 1.00 1.00 , Fern / Fes Re 1.25 1.25 1.25 1.25 1.25 tm / is Rt 4.00 4.00 4.00 4.00 4.00 k1 1.625 1.625 1.625 1.625 1.625 k2' 1.150 1.166 1.185 1.207 1.233 k3 1.325 1.534 1.768 2.022 2.290 D 0.500 0.625 0.750 0.875 1.000 D Is Fes / 4 Ke MODE Is (8.2 -2) 900 1130 1350 1580 1800 k1 D is Fes / 3.6 Ka MODE II (8.2 -3) 1620 2030 2440 2840 3250 k2' D tm Fern / 12 (1 + 2 Re) Kra MODE IIIm (8.2 -4) 1850 2340 2860 3400 ' 3960 k3 D is Fern / 3.2 (2 + Re) Ke MODE Ills (8.2 - 570 830 1150 1530 I 1980 (D ^2/3.2K0) SORT (2 Fem Fyb / 3 (1 + Re) ) MODE IV (8.2 - 700 1090 1570 2140 1 2800 APR -16 -2001 17156 IUJSN TRADER 425 881 7284 P.02/06 DES-P UNLIlV TED STOCK rs I,ANEI ' CUSTOM To building inspector of concern: This letter is in regards to plan 1254A11 for Peach Tree Development. It 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 sheaf 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 TJI member to be a single and not a double. If you have•any questions please call me. Thank You, e":„1;;;IeNA Chad Ingham with Designs Unlimited. (253) 872 -2580 • .19513.61 st Ave S • Suits F ' Kent, WA 98032 (253) 672.2590 • FBx: (253) 872.3549 Email: designstudlogdesigneunlIrnited .com 110.11s Holddowns Struts v -a1 -2661 1254_11 3 4 5 320 38.1 54d I 2 C 7/16" Sheathing wf lad Box 3 [Gr III Ste ]= 1 Simpson C: trong -Tie Ho doww 3 �r I S�eeses C Simpson nnctr 1 •'- Exceeds ma x�wum I tab3e value ' 4 1.0 •••• sat X4 tsi : 1 2 14.3 it 12A 114 15A fl No1ddowns Struts 113-011.-2601. Ilt54-114P a an 54.0 7/16" Sheathing w/ Ilia Box I. Si Srong-Tie Holdown t Simpson Cnnctr [Cr 111 SEeoles 3 mpson t = Gift III pecieS m-Exceedls maximum ta 10 value ;;.. • amon■amml■er •0 ? Wails Holddowms Struts e3- 24 -2BB1 1254.TMP 3 4 32.0 38.1 5 54.0 [ 7/16" Sheathing w/ ABA Box 3 [Cr Ill Species 1= C Simpson Strong -Tie noldown 3 [ Gr 1TI Species [ Simpson Cnnctr 3 a-- Exceeds maximum table value U3- 27 -20a1 1254_701 2 3 14,3 gi •Halls : I 7/16•` Sheathing t+/ •a Box ] [Cr III Species aar ]y Nelons: I Stepson Strong -Tae no Liown I I Sr III Species Struts maximum Sampson Gnnatr } *-Exceeds maximum ua1uo 5 54A I- p Cc {� C v ts}ZibteA/ ;/a%K (zou )zIto 47 "-(Ri-2. �; ) /1 VIDO ado August 10, 2000 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 Dear Mr. Brooks: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -230 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -230 Peach Tree Development — Lot 33 12229 - 47th Avenue S If you have any questions, please contact me at (206)431 -3672. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 431 -3665 To: Michael P. Cusick, P.E. RECEIVED Per: Greg Villanueva / Utilities Inspector AUG 9 2000 From: Peachtree Development TUKWILA PUBLIC WORKS 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 e= s Install a 6X4 reducer w/ a 6" clean out @ the property line & then will have an A - r - S inspection Tee. red uCe- '( jGe- - EX1 .S*'r � • ,dp O � e Christopher Brooks Source Financial Mortgage Banking Company 15744 Redmond Way Redmond, WA 98052 May 22, 2000 Dear Mr. Brooks: 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, City of Tukwila Department of Community Development Rebecca Fox Planner I zoo3O Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 . ACTIVITY NUMBER: D2000 -230 DATE: 8 -9 -2000 PROJECT NAME: PEACHTREE DEVELOPMENT -LOT 33 SITE ADDRESS: 12229 47th AVE S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division n p6 0 Complete Please Route Approved \PRROUTE,DOC 5/99 TUES /THURS ROUTING: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8- 10-2000 Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved Approved with Conditions REVIEWER'S INITIALS: Not Applicable n Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 9 -7 -2000 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ❑ DATE: ACTIVITY NUMBER: D2000 -230 LOT 33 DATE: 7 -11 -2000 PROJECT NAME: PEACH TREE DEVELOPMENT SITE ADDRESS: 122 47 1 AVE S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Build Division 8-4114:0 Public Works rivAted DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: &34 i1 114 I we (� E 'a _ �I _ CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention /VC, 1•(3-0 Structural Incomplete Structural Review Required Approved with Conditions 1 n n Plannin Division ktik Permit Coordinator DUE DATE: 7 -13 -2000 Not Applicable No further Review Required I I DATE: DUE DATE: 8 -10 -00 Not Approved (attach comments) DUE DATE Not Approved (attach comments) Li DATE: CO w CO u. W0 g LL Q? z � ILI U0 0 N, I • H V; LL 0 au z! L.) 0 z v• vv1rUVV VV.vv •".. 144.1 b1Jl 411V J►l1U►VJ W OOMJ4U4 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submidals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 O % %o Plan Check/Permit Number: D2000-2R) ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: PEACH TREE DEVELOPMENT — LOT 33 Project Address: 122 — 47 Avenue S Christopher Brooks . Summary of Revision: Q Contact Person: Phone Number: 1 YJ VU4 ►.'` av►rJ otOc)r&.ZS • 2 Tk e . C � . T k ti• P .� , r r�� a 'I' r- ,� , P Q 14 Ne►..) .ske� �t,.� Y�-�= G p cno ia.ez CO re eret,c e c)e_i .I 4' 1 - 1,4k.s h.• e , r ew•oJ e c� A-).0 F_ #9 k-19-5 t2 (e— ore w. a Jcp> , `t ©i;e- per L01 love, ‘9eev f`estJ�I 14e w f Ole cn Cre_p,+ _a\k er Sheet Number(s): 511e- e e* 4 0 1A-A-5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e ntered in Sienna on RECEIVED CITV880011KWILA AUG - 9 2000 PERMIT CENTER City of Tukwila Fire Department Fire Department Review Control #D2000 -230 (511) July 13, 2000 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Re: Peach Tree Development - 12229 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, The Tukwila Fire Prevention Bureau cc: TFD file ncd 4 4/0 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206 -S7S -4439 Permit No: D2000 -230 Status: ISSUED Site Address: 12229 47 AV S Location: ENGINEER APPROVAL: WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER A TOTAL WATER METER FEES: $260.00 Applied Date: 07/11/2000 Issued Date: 10/10/2000 WATER METER B WATER METER C Water Meter Type: PERM Water Meter Size: .75 .00 .00 Quantity: 1 Work Order No: 5204V Connection Fees:, $60.00 $.00 $.00 Install Deposit: $150.00 $.00 $.00 Add'l Install Deposit: $.00 $.00 $.00 Plan Review Fee $10.00 $.00 $.00 Inspection Fee: $15.00 $.00 $.00 Water Turn On Fee: $25.00 $.00 $.00 Special Assessment: $.00 $.00 $.00 Other Fee: .00 .00 $.00 Res' !ntial Sewer Use Certificg n (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 after 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 I p . sl, usl, iddle 101151) Property Tax I.D. Number Ot_ pp - IDN g Property Legal Address: Subdivision Name _1}1„(ChliW i . Subdiv. # Lot # 33 Building Name (il applicable) Property Street Address 12 2.,)(X ya+__ii A a2— City, State, ZipTtiy4 (R_ 1l ggi Owner's Mailing �1 ,t Address 17 2 g IS 4- 44 A N - VC N.E. (II different from 'q' above) up ✓ u e I�/ Q goo zr Owner's Phone Number (..2_) 2Z1 �-� Property Contact Phone Number (?n(o ) i.2.(, - f 10(0 Party to be Billed =On 1 Moire.), Li (it different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Demolition Permit # Residential Customer e xe yuc, 4Ug a�Oe S7 - TA k1P1/ I L a/ Please check appropriate box: I <Single- family ❑ Duplex (0.8 RCE per unit) • 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) LI 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Signature of Owner /Representative Block # 5 Equivalent (RCE) 1.0 1.6 2.4 3.2 Print Name of Owner /Representative Io" i I rlo i. L'L,I 1057 (nov. 2 /00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer 12tXL 230 Date RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 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 resubmiss pn of corrected data for determination of a revised capacity charge. 4fT*10,w1,15.f Kr��ttwnr .wWCerwti:.v?tin'FM>Y'/1K' �e:Y{re; - rA',iYflYtt,`�sK 00 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 F625- 036 -000 registration verification 12 -98 REGISTRATION VERIFICATION TEMPORARY I To S C.IG el , Registered name �., r e/' " ..! .E Di zzLcv°ne rt'r 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. (Receitx expires (360) 902-5226 FAX (360) 902 -5228 'Thank, you booO- a30 . a i� :. cal 1.4 »_w � ; ,rSwr. :ti •,;4..ae";::4v: ;gin 4.:.144h'. - ROPERTY TAX RPIO CCOUNT NUMBER ' 017900- 1045 -00 06/19/2000 CORRECTED STATEMENT 3RING ALL PARTS WHEN PAYING IN PERSON MORELLI TONI A 1728 157TH AVE NE BELLEVUE WA LOT BLOCK CODE SEC TWP RO ALLENTOWN ADD 5 MAIL WITH 2ND PAYMENT PROPERTY TAX ACCOUNT NUMBER (017900- 1045 -00 • 2411 E .EP THIS PORTION Coo 8002192 059800 98008 CURRENT BILLING DISTRIBU Slate Local School Support County City Unincorporated /Road Port Fire Sower 8/or Water Library Other Emergency Med Svc * Other Charges TOTAL CURRENT BILLING *OTHER CHARGES NOX WEED First half must be paid or postmarked by April 30, or FULL AMOUNT BE- COMES DELINQUENT and accrues interest and penalty as prescribed by law. If 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, SEATTLE WA 08104 -2387 36.33 65.09 18.59 34.10 2.37 6.45 . 57 3.00 . 85 67,33 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 CURRENT BILLING INFORMATION Land Value Improvements Less: Exempt Value TAXABLE VALUE Levy Rate Carteret Tax .1. Other Charges TOTAL CURRENT BILLING Omitted Taxes TOTAL CURRENT BILLING INCLUDING OMITS VOTER APPROVED .85 LESS PAID DELINQUENT TOTAL 11,000 11,000 15.13690 166 -85 167.35 67-35 71.56 83.69 TOTAL CURRENT AND DELINQUENTS INTEREST PENALTY YEAR DELINQUENCY INFORMATION PRINCIPAL 3:66 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. check is your receipt. Second half must be paid or postmarked by October 31 or IT BECOMES DELINQUENT AND ACCRUES ANNUAL INTEREST AND PENALTY. R-OR ST AT EM E-NT----E0-14—BBULJJ 12—Th MORELLI TONI A 059800 1728 157TH AVE NE BELLEVUE WA 98008 TAX TYPE Current". Omitted.- Delin- quent TAX YEAR 0 OMIT YEAR INTEREST TO: PENALTY (SEE REVERSE) _DUE 0 C T.0B.E13-3 PRINCIPAL AMOUNT * HALF AMOUN' All payments must include the PRINCI- PAL + INTEREST + PENALTY when due. 000000000000000000000000000000000000000000000 83.66 P�3 .6.6_ ,•- -,>: Fir ' I : : :: :11.:" q.,fu "I I /1!i'h . i'. . i t('�J I(t�: j . 1rill , '; r 4, l 1 f '.('iiulI 4�. • !; .4.t+, ill lli l'' ' ill''' �;!;, , I' 'I, .. :i,l 1 t, • ; ! i i .41 31 r 1 `L1 . i�t, - , i a, 14;��ii� . i • RECEIVED ".. • . � , CITY OF TUKWILl4 ' r ' *j 1Ir, I JUL i . nn . '.I.. , j Aft' i, '.... � PERMIT CENTER 3 ',(tiiii.;, , 'f' ; • ,i , r , 1 p l cc 2 V ; UO N 0 W ; W O N a ku I— o ' ; Z H; 3 pi °V) N 0 I— W • IL F—V — O, W Z fit O I vi ill! . 11 1 i 11,1 11 iii,,, ._ I ii § 1 r F � e ? !:i 1 1 —I Illi 4t10 tiil < m z_ ri r> liflt i l l 1 . 1! ill t 0 Pi it 11 0 0- 1;1 1 ill v ii i WI I I w < Ai v ig 1 1 1 /t I l i Illi i,_.K, k . 9t ;i 1 t il ir I tio 11 1 I i ll i 2A' li 1 tt 1111P r4§2 11? la-11 4 5.oP 6 §r61 I . 111 6 1 1 Ni mm F g 9 - $B a rz� , Q 1 a\,:. O STUB OUT *4 BAR 24• • i8 O.G. 5 45 TJI -Pro 250 • I O.G. BUCK I 5103 OUf wy BAR, 24" O itj' 0 C. - --1 FLOOR CRICKET I � CONTINUOS FOOTING TJC1 8 (2) 1-9 4 RAE Mlcro R X 5 PL 1461 18724• - ( FL T L _ Ir5 44• X 4$' 2.0E Mlcrollom J l 2.0E M.crollan 7 O '3' b' -F," _ :Rgui[rpdaiaii@n ran SCALE V4' • 1' -0' 3x_ MUD SILL MIRED HERE ry m �Ic -- ' Ul 1. NRRITTEN DIMENSIONS TAK_ PRECEDENCE OVER SCALED DIMENSIONS 2. ALL FOOTINGS TO HAVE A MINIMUM DEPTH OF 18• BELOW FINISHED GRADE. 5. STEP FOUNDATIONS PER SITE CONDITIONS 4. ALL CONCRETE FOOTING'' TO REST ON FIRM UNDISTURBED EARTH WITH MINIMUM 2000 PSF BEARING PRESSURE (REFER TO SOILS. REPORT WHEN REQUIRED). FOUNDATION NOTES FOUNDATION VENT GALLS. 4a0 S.F./ 150 = 3.27 SF. FON_ VENT READ. 105 I 144 x .75 = 547 S.F. PER VENT. 3.27 S.F. / 54 = b FDN. VENTS READ. ALL ROOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR FEATHER TO BE PRESSURE TREATED. 6. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. 1: PROVIDE TEMPORARY BRACING AS REQUIRED_ UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN INSTALLED. S. PROVIDE DOUBLE. LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. 4. PROVIDE 15701' FOUNDATION VENTS WITH 1/4' CORROSION RESISTANT WIRE ME5H AS REQUIRED PER CODE. 10. • DENOTE?, BEARING POINT IN 2X4 PONY WALL, PROVIDE MIN. (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED' OTHERWISE II. CRAWL SPACE TO BE A MINIMUM OF ID° BELOW FLOOR JOIST AND 17. BF30W BEAMS OR 61RDB!R5 NTH MIN. - 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12' AT SEAMS AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYPCAL 12. ALL BENS TO BE 4,410 N. (SEE SHEET I FOR LUMBER STRENGTH VALLES). UNLESS NOTED OTHERWISE. IS. ALL POSTS TO BE AT (4446 AT. BEAM SPLICED) TYPTGAL U4L Ess NOTED OITERYRSE. TYP • ISOLATED . BEAM RIMS.... 14.. ALL ISOLATED SPREAD FOOTINGS TO BE 247247410• THICK NTH (2) •4' BARS BOTTOM EACH WAY, LNLESS NOTED 15. AT ALL DORMER LOCATORS PLACE STH D HOLD DOHW 50. THAT OF HOLDOYN I5.5' IN FROM CORNER TYPICAL 16. AT ALL WPCOW LOCATIONS PLACE STHD HOLDOWI 50 THAT Qc OF HOLDOWi 15 1 1/2 OFT FROM EDGE OF OPENING TYPICAL ALLOW I 112• TO STRAP lc FROM DOOR RCVGN OPENING WHICH IS 2 I/2 FROM, DOOR EDGE ON PLANS TH15 ALLOWS I • FOR DOOR FRAME. Ti. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 27078/16 PLATE WASHERS 11B0_ 1606.6.1 . FOOTING SCHEDULE (73 24• DTAMETI3R X 10° THICK CONCRETE FOOTING /MTH (2) *4 BARS EACH WAY. 50• DIAMETER X 12" THICK SCONCRETE FOOTING WITH OR *4 BARS EA 1.4 WAY. a000 a3 0 SECS SHEAR MILL ILLL g HOLD dD o o SCHEDULES Q(1 SHEET Se EUiI f©© rr SCALE . 1/4'. • L -0•. 0 i r4' THICK I5 -0 ;`3 hutl•n SECS SHEAR ALL O o SCHEDULES Mt &MET Se UJcbJU 41.0 °C 6068 SSb. (KS) LIVIN6 4 r2 SLOPE 4` TO OA 170085 L ' -IO II /2" �,� R �T� I5-O" G a {ri, L 440 S R '... GARAGE 245 5P. MAIN FLOOR FRAMING NOTES I. MITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 8 -1' THIS FLOOR UNLESS NOTED OTHERWISE. 5.. ALL HEADERS TO BE 4x10. DP. •2 UNLESS Q1TRS$ RSE'NOTED, CHECK PLAN EQUIVALENT PARAL LA 4 BEAM MAY Be SUBSTITUTED IN PLACE OF BEAMS s H.S. 4. BOTTOM OF HEADERS TO BE b -5' THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x4 WITH R -I3 INSULATION STRE NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 UBC. BLOCK ALL PLYYI'JOD EDGES AND NAIL WITH MOO AT 6' 00. TYPICAL ALL EX, WALLS. 7. PROVIDE DOUBLE. JOISTS OR BLOCK. WERE PARTITIONS ODOUR ABOVE. G. PROVIDE BLOCKING OVER SUPPORTS. 4. FIRE BLOCKING AT ALL ri..wo 6 PENETRATIONS 10. ALL STORAGE AND SPACES IN DER R STAIRCASES TO BE FINSHED WITH 5/5" TYRE •X• GYPSUM BOARD. II. • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2)20, AT 6' WALLS. USE (2) 244 AT 4" WALLS UNLESS NOTED OTERNSE. 12. FINISH ALL CEILIN. WITH 5/8" GYPSUM 13. AT GARAGE. USE 5/8" TYPE 'X' GYP. BD. AT ALL COMMON LM•6 WALLS/ 7110 LAYERS .• CEILINGS BORDERING LIVING AREAS AND MERE FRAMING 15 GREATER THAN. 16' O.G. WRAP ALL POSTS AND 8EAms. 14. PROVIDE 26.6A6RE GALVANIZED SWIFT META" FLASHING ABOVE tremors AND DOOR.. (TYFJ LAP BUILDING PAPER OVER I5. ' HOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE PEAR. BY, SUMMIT OR EQUAL!. Ti = PER SGHfDULE CONTRACTOR TO VERIFY ALL ROUGH I7. FASTEN. -LMI 2X BEAMS PER U.S.C. STANDARDS. GRAFTER. 25-I, TYPICAL 18. HANGERS AT POSRNE CON•EEGTONS TO BE SIMPSONI OR EQUAL 14. CEILING JOISTS TO BE 2x6 AT 24` O0.. TYPICAL U.N.O. PLAN SHOWS JOIST DIRECTION 20 ALL VOIDS TO BE EVRAFT BLOCKED PER. USG. SECTION 108. 21. HNSTALL - rER, HEATER PER 1457 NAEGA, 51� SHAT I. PROTECT FROM IMP ACT PEN 1441 UMC 504. AND TO EE PLACED I8' OS .T. 2 FURNACE NOV. U LOOR ` ON HOUR I41VLi1GE Ffl . PLA TFORM WF(2 /4 ... LAY! P TNOOB. PROTECT FROM IMPAC PER 1447 25. BETS 4 HHOUSE. AMID GARAGE TO lE 20 - MIN RATED. SOLI CORE. .. rT6HT FITTING YUTN SELF CLOSLRE. 24. INSTALL DIR VENT 19RP.. PER TERMS 1'F6RSSPEGS 1'88 SECTION 9102. 25. PROVIDE� H4NCRAIL AT STAIRS TO DETAIL 6 ON SHEET A MN OF I U2' FROM W I . " T N 6. S TRAP THE WATEN AT POINTS W T N IN THE .UPPER U5., AND LAMER V3 OF LTD ' IENDGAL. 17613145.2N. LOM!8R POINT SH ALL SE:MUUM)M 4`.. ABOVE CONTROLS 21_ YMERE 5* AR WA LL - VALUI'S 95D .F. F RAIINS M -1SENS AMC " SILL PLA TES AT AH UTITNS P AS .S SHALL NOT E L ENS T AN A SIN DX F D T 29- 2- H -1 -1. 26. DENOTES HOLD DOYW LOC ATION B • DENOTE°S HOLD DOR L:OCATION 24. � _. L.OGA TONLS, O FLOOR I.1E6157ER5 OF LISTING AND 50. ALL" SM OKE. DETECTORS TO BE VOLT '.:.. . I RTE. BAT7HTE DACKLP, IN THRGOM�TED -- -- 91. TLR5 AS SHOi'ER4. FIRE BL.C7GK EE'TV N 571.05. 110 • LI MIT 9H OY`6R R.OY4 TO 9 6PM. • WATE3RPROOF WALL TO Y Yi4NN 7O'. ABOVE DR AB IN LET. ' a A LL 5 YRTHRi'70 A OVE DRAIN IN LET TO BE SAFETY SLO • NO VA 5ARRIEMt BERtl 10'6YPSRl ED_ 52. AT ALL. G ORIER LOCATION PLAG2 5150 HOLDDOYR 50•THAT, 'Qc OF HOLDDOYN IS S' IN: FROM GO TYPIC 55. AT ALL YYNd'C>r LOCAT IONS, PLACE. DT0 MOL0DOYRR SO THRAY OF HOLDDOMM IS 1.4/2 OUT N TRO M EDGE OF OPBUN6 DI P ALLOW ST RAP ; Q c FROM DOOR RO SA OPENING YRMICH 19 .2 -I/2' FROI.C 15:1' PR(} R11 'ff0CDCYLF fErEiThin:i P[ 9 967 M EC DATE, 06!02/00 fi4• = I' -0 FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE? DIMENSIONS 2. PLATE HE16H T 6' -I THI5 FLOOR UNI -ESS NOTED OTHERWISE. S. ALL HEADERS TO BE 4x10. D.F. *2 UNLESS OTHERWISE NOTED, CHECK PLAN EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS'. ! HMS. 4. BOTTOM OF HEADERS TO. BE 6'-6 THe FLOOR: UNLESS NOTED an-ERASE.. 5. ALL EXTERIOR WALLS 2x4 WITH R INSULATION LRLL'S6 NOTED ORERWISE 6. ALL FRAME NAILIN6,TO SATISFY CHAPTER 22. U.B.C. BLOCK ALL PLYWOOD 1526 ES AND NAIL WITH lad AT b' O. TYPICAL ALL EXT. WALLS. T. PROVIDE DOUBLE J015T5 OR BLACKING WIRE PARTITIONS OCCUR ABOVE. 6, PROVIDE SOLID BLOCKING OVER SUPPORTS. 9. FIRE BIOGKN6 AT ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPADES UNDER STAIRCASES TO BE FINISHED WITH 5/5 TYPE •X' GYPSUM BOARD. iL R DIBIOTES SOLID BEARING UNDER GONGBfTRA1ED LOADS USE (2) 2x6 AT 6• WALLS. USE (2) 2/4 AT 4• WALLS. - ... UlL s NOTED OTIERIISE. 12. FINISH ALL CELNGS WITH 5/5•. 6YPSUM BOARD. 15. AT. 6ARASE USE: 5/6 TYPE 6YP. D. AT ALL ' GOMl1ON.LMN6 WALLS/ TWO LAYERS • DELVES BORDERING LIVING AREAS AND / *ERE FRAMTh IS, 6REATER TTiAN 16' 0f. WRAP ALL POSTS' AND BEAMS. 14. FASTEN MLTI- LAM 2X BEAMS FEt ... U.B.C. STANDARDS, CHAPTER 25-1, TYPICAL HANGERS AT POSITIVE CONNEGTTONS TO BE 5WV55051 OR 1YNAL '... 16. ALL VOIDS TO BE ARE/DRAFT BLOCKED PER UEL.. SECTION 1O5. IT. PROVIDE CONT. IVINORAIL AT STAIRS A IAN OF I I/2• FROM, WALL, REFER TO DETAIL b ON SHEET NO. 6. 16. LZi= L0CAT10NN5 OP FLOOR RE615TERS M. UPPER FLOOR FRAMING TO BE 2x10 HF *2 FLOOR JOISTS a 16 Of.., TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWS DIRECTION SEE SHE RWALL£ mom Dow SCHEDULES ULES Ofd SHEET t( o wpm 4 CXDT co_ara SCALE. I/4' = 1'-0 4 T64 SF. UPPER FLOOR FRAMING NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATTE HEIGHT TO SE 6' -1 THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL HEADERS TO BE 4x10 D.F. •2, UNLESS OTHERWISE NOTED.. 4. BOTTOM CF HEADERS TO BE 6'-6• THIS FLOOR LR5 S5 OTHERWISE NOTED 5 ALL EXTERIOR WADS 2.4 WITH R -I5. INSULATION UNLESS OTHERWISE. NOTED 6. ALL FRAME E NAILINS TO SATISFY CHAPTER 25 UBG..BLOGK ALL PLYWOOD EDNE5 AND NAIL WITH' IPd AT 6' 0.C. TYPICAL ALL EXT. WALLS. T. PROVIDE DOUBLE. JOISTS OR SOLID BLOCKING OVER SUPPORTS. 6: FIRE BLOCKING AT ALL PLUMBING PENETRATIONS. 9. ALL. STORAGE *50 SPACES 1RND SR STA...CAaES BE FINISIED WTH 5/5• rPE 'X' GYPSUM BOARD. 10. • DENOTES SOLID MAMAS UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4• WALLS UNLESS OTfEt5SE. NOTED. II. FINISH ALL GEILINES WITH 5/6` SYPEJNI BOARD. 12 . PROVIDE 26- 6AIJNE 6ALVANIZED SHEET METAL P ASHN6 ABOVE WINDOWS AND DOORS. fro.) LAP BULDIN6 PAPER OVER. IS. WINDOWS SFEGIFIED ARE MF6R. Sr SUMMIT OR EOUAL. U'. FER CONTRACTOR TO VERIFY ALL ROUIHI. OPENING. 14. FASTEN MULTI -LAM 2x. IMAMS PER visa. STANDARDS CHAPTER 25-1, TYPICAL. 15. CEILING JOI5T5 TO ESE 2x6 AT 24 . 00. TYPICAL UNO.,.PLAN SHOWS JOIST DIRECTION. 16. ALL VOIDS TO BE FIREIPRArr BLOCKED PER UB.0. SECTION' TOE ALL TUBS AND 5FiOWEftS, .F BLOCKING BETY'EEN 5TUD5.. •.LIMIT SHOVER FLOW TO 5 6FM '.WATERPROOF WALL TO WITHIN TO ABOVE DRAIN INLET:' ALL GLAZING WITrIN.,:TO• ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR. BARRIER. BEHIND GYP. BD. 15. ALL. SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY SACK -SF. INiBLGOMECTED. 19.. PROVIDE. CONT. HANDRAIL AT STAIRS A MN CF 1 1/2• FROM REFER TO DETAIL .6 ON SEE( NO. 6. 20. FOR SHEAR. WALLS' WITH GREATER THAN 550 PLF. FRAMJH6 MEMBERS AND SILL . . PLATES AT Aso - rims PANELS SHALL NOT BE LESS THAN A SINGLE SX MEMBER. UM TABI..E 2- 11- 1 -i... 21. HANGERS AT POSITIVE CONNECTION TO BE SIMPSON. OR EQUAL... 22. -. DENOTES STRAP HOLD D0.4 LOCATION • DENOTES BOLTED HOLD DOWNN LOCATION '- 25. LZI =' LOCATION OF FLOOR RESISTERS SEE SHEARWALL A HOLD DOW SCHEDULES LEIS ON[ SHEET 5. SHEAR SCHEDULE --ti -- SHEAR MALL _.. _ _ 2 X STUD r�AL -- SEE SHEAR WA. SGHED LE FOR - --� BOTTOM PL. NAILING �l 16d - b° ". - - - - - - � I\. 2x BLCGICIN6....._ -' Z. -- SHEAR WALL - SIMPSON HOLDONP! - p _ - SEE PLAN FOR TYPE AND LOCATION r LAP E XTERIOR I SATNEHIN6 OVER RIM 9OR NA2' O FOR. °OTTOM IbO - 5" O 2x BL.OGKINS MALL PLATE NAILING - - - - �. ,F __._ ....._ -__ .. - l- SIMP SON HOLDONCI S" SEE PLAN FOR TYPE n AND LOCATION ? .o LAP EXTERIOR A SHEATHINS OVER RIM �. JET, OR NAIL A95F CLIP 0 32" O.G. ;;: IN. OR SIZE t RAN S CONCRETE SL.Ag.. SEE RAN i , '.E RAN OLDOMPN -SEE PLAN I LOCATION t TYPE T x P . MUD51LL Ay ..5'8' DIA x 10' A$ • 48" O.G. 12' FROM W..I.L �S. MIN. y w�_. _ f , i GLR AS4 (SIMPSON) -... ..' _._ - -. ~...- ,..... CONK. WALL. - SEE PLAN - N.T.S. _j, VTREIN. .. 1 AB- x 10' - FOR SIZE t SPACING S PLAN j o 32" O.G. FOR GONG. WALL H >4-0 NOTE: FOR TYPICAL SHEAR WALLS t HORIZONTAL DIAPHRAGM NAILING SEE NOTES 0 FOR PANELS r✓ WfDTH LESS MAN 4•-0° LAP PLYWOOD OVER RIM JOIST FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPFRRA.6M NAILING NOTES 0 FOR PANELS r✓ WIDTH LESS THAN 4' -0' LAP PLYWOOD OVER RIM JOIST 7\ SHEAR WALL @ FOUND. WALL (FLOOR JOIST PERPENDICULAR TO WALL) (- 21 SHEAR ALL @ FOUND. WALL W \ 3 SHEAR WALL 0 FOUND. WALL (FLOOR JOIST PARALLEL TO WALL) 2x STUD WALL _ (NON OR/AND BE ARING WALL\- ILISN \ IOd - 6' OL. NN.OJ- I 1 I''''' -FLOOR J0157 / NOTE: FOR ! Q OR ©PREVBiT A • RIM - PROVIDE PARALLEL 2x SOLID (6 - SEE PLAN SH HEAR WALL SPLITTING RjI DBL BLK NI RIM BLOGKI115 NAILER) ER) b' O0.C. • 4' OL: NOTE: FOR SEEM WALL ! OR PREVENT SRIrnNS © ® + e Rio - PROVIDE DBL BLK r er/ RIM PARALL ' f f -. _ NAIL, = S1tAR WALL \ r , •� Y 4-EDru E SEE ` AR WALL SCHEDUL FOR �-�. BOTTOM FL. NAILING �- IOd - b' 0.C. NNA� (S) HOd t DIAPHRAGM' INTO BLOCKING ! ( Z_ _ • O ( I 2x STUD SEE �.:C1ED BOTTOM BOTTOM Ibd // HORIZONTAL \ / _ J J WALL SHEAR WALL I-E FOR PL NAILING - b' OL: (11ON) DIAPHRAGM NOT POR NAILING JOIST - 5 � 'PLAN S SCE t SP'AGING STUDS • MTL STRAP L • ! =:J ! _ B�! \ Vi }. •:`� Q � - _. (SEE PLAN/ : ..fI> - ` !74 Na�LINb 2x STUD WALL tkag, FOR TYPICAL SHEAR DIAPHRA6MNAILINS i - 1 10d - i j Sd - COOLER (6WB - NAILING) 1 WALLS. SEE NOTES SHEAR WALL - FOR _.., 1._ NAILINb { TYPE 1 SEE SCEDULE 1 1 \ l -0. O �2x NAILER W/ 1Od - 6': 0.0. 1 FOR 69413. 1 FLOOR FOR DEL / 4) TYPICAL SHEAR A (FLOOR JOIST PHiPDI IGRAR TO I \ (JOIST PARALLEL PITH PIAL.1-) TO ALL \ CONNECTION ROOF PL SEE ,* NAILINNS NOTES E ∎i _.v k 2x1 \ IOd o'b °OL. 1 RAOF � : i lki / 0 %� A SMEAR YLAt.I_ NAILING - SEE SCHEDULE ' 8d. 0 6' O.C. NEN: • Ham 1 (2) 10d • \ `SIMPSON. SEISMIC A . AT EACH TRUSS (' SECTION r8 SHEAR WALL PERPENDICULAR ROOF PLYWD. TO ROOF TRUSSES \ `a) SHEAR WALLL (PARALLEL PATH ROOF masses) 2x BLKS - - -`P J -6.7 NAILS a 6 OL. ROOF SHEATHS* NAILED RYWD OR 2x4 PER SCHEDULE FLAT O 24' 6W13 M M WOOD ' \ ROOF S•EAATHINS WCOD NAILED ��dd \ 1 BpRV' 6:24e. '\ A-95 OR = � ' , I' I �` .`�'� it aa4 BLOCKING O ib' OL. I/2' RYPO. NAILED T TO P 8d p I p e t NV T I . 6,5 MULE!, FLED PER ' a - O WW R gA�YWOOD MALI- SCHEDULE ', a • p A , T E` mi c PER TOENAIL SC.#EDILE _ '411- 50HEDU - 4 FLAT • 24' 0.C. I.,' 16d • NAILS a EACH T O TOP PLATE 61Y$. NAILED FER V5 In PLYWOOD :_- -F-OR AR WALL S ..LE WALL WO Le . WLCK.INS.gf SHEAR WALL SGiEA SHEAR T O Stir-AR WALL PARALLEL TO TRUSSES / SHEAR WALL PARALLEL TO TRUSSES TRUSSES • 24' OL. TRESSES* 24 0.C. 1/4• :- I -0• ROOF VENT GALLS. PRIMARY ROOF AREA 764 SF. / 500 = 255 SF. VE NTINS }3LtO 255 5F / 2 a 1.28 SF. VENTS* REQ17 AT ROOF RIDGES. 125 S.P. / (.44x.15)', _ 4 VENTS REQ17. &ABLE END • a 1 I 000-cl me) ROOF FRAMING NOTES I. SHADED AREAS DENOTE DIATMY PRAMIN6 OVER ROOF FRAMIN& BELOW. 2. • DENOTES SOLID BEARMS UHF CONCENTRATED LOADS. 9, SEE FLOOR ELAND FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE: 2xS HE .2 AT 24' 0L. TYPICAL UNO. 5. ALL TRUSSES TO BE AT 24' 00. TYPICAL UN0. 6. PROVIDE ROOF VENTS PER SEC. 15053 UBL. 7. ROOF PITCH TO BE 6:12, TYPICAL UNLESS OTHERWISE NOTED. b. 13' OH. TYPICAL • EAVES t 1' -0 OH. TYPICAL • SABLE ENDS, RAKES. 9. APPROVED ANCHORS SHALL SE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS (PER TRUSS MANE') WHERE APPLICABLE. PROVIDE FRAMM6 ANCHORS AT EVERY RAFTER/TRUES AT EACH ETV AND AT SABLE END TRUSSES. 10. VENTED BLOCKING OVER SUPPORTS. II. CHIMNEY MEISHT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN I0' -0'.4.E2 LED SECTION 5102. (maze APPLICABLE) 12. BRACINS, (STICK FRAMED AREAS ONLY) • (2) 2x4 UP TO 10' LONG. • (2) 2x6 10' TO 14' LONG. • (S) 2x6 OVER 14' LONG. PLATE lEI6HTr • WIN FLOOR 8' -I'; TYP. LINO. • UPPER FLOOR S' -1', TYP. UN.0 TRUSSES- CARRY MF6R. STAMP. • DO NOr ALTER YRTHICUT BUILDING DE'ARThENr APPROVAL. • INSTALL AHD BRACE PER.MF6R SPEC s NON - BEARING: WALLS' SHALL BE HELD DOYN'PROM THE TRUSS BOTTOM CHORDS 11TH. AN APPROVED FASTEER (511.14 AS SIMPSON STC). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORTIBRAGIN6 OR POST'M5 AND PROVIDE ADEQUATE BEARING TO FOUNDATION. IS. BANNERS AT POSITIVE .CONNECTIONS . TO ES SIMUPP5505 OR EQUAL ROOF FRAMING NOTES TRES ° SINE15 INC. PER 1150 1069.42, - rives ENGIEER CF REGOP.D WHO 'ALL REVISj APPROVE AND NOSE,ON T1E DOCLIWE4T5 THAT -Tiler HAVEFOJND TO Be IN eaCtAL,GOYFOR=WHCE YIITHH 11 E•DESW4 OP, =?15 BOIL 0146.: THE ENSI - APPROVE M5 PULL THBIBE,FO NPRDRD TO THE EIHLO1145 0R9GIAL FOR REVIER AND APPROVAL ,riZIOR TG;fRAMIN6- INSPECTION. CITE AP ROPE °DO5U•8A5 SHALL BE ON .. THE JOB SITE AT IHSPEGT)ORU. TRUSS ENGHHE132lN6 SHALL INCLUDE SPECIFIC TRIES BRACING - TENTS _,L I SHAKE SID66 , ELEVATION NOT!S I, emcmoECOM7t ,ices AETAL 6UTteZS TY�?IGAt` 2. PROVIDE. ROOF VHTTs PER UBL. SEc rot1eoSssTPICAL S. PROVIDE 6ALVAZtlI/1/, SEMI METAL 'FLASH IN6 AtO OGUtIHR F L ASIRl6 AT ALL 4. R> TO SECTION 3705 USL. FOR CI r"t GOFL571.0G1I0K 5. PROVIDE f`RATh i STfi1PP/N6 AT N1 DOORS AND MIDOP S. '. GAIA.K ALL' JOIMS AND ` PE ETRA T1OI IN EXTJOR' 6. 15RICX TO EE SIIPPOF[1ED J 9OO G AND SK&.0 NOT,EEIR OW FLOOD FRM!W76. 7. PQQ5iEJ73C7pZOR 6RADE;W 9LLFE AKAY FROM DUILDQl9' A PE OF AT LEAST 2SF PCR A F490U4 OF 3 FAT. H. POST APPROVED NI6MERs OR ADDRESS ON ME 47/8.1.616. ADDRESS SHALL SE PLAINLY VtME E - 440 L__r. s FROM TM FROM7116 THE DF UI 16112] 2X10=T@IM 2X4 TRIM T.O. RATE • SCALE. , = r• BRACKET DETAIL Ii��1 ■1i1� "Ifl�■li IQi � f��if�ii� fli :► ! 1612 11 1 <' - ` I I f t (1 1 , .TA! PLATE y/4• . :';I' -'0•: I t Y Qig Atli; 2921IL -) 0 : r girr „qor SCALE: ELEV; = O' K to iii 0 O I 0 ELEV = O' ts) 06 m { 0 d 0 DRIVE AY I m 0 0. 1_7/RI '. /E • j PROPOSED I PLAN 1.254A/11 GARAGE 0 • t) tIT -o STA. !3 +4q .q DEPTH =5' 30" Dia. MAPLE 55 I334 -5A STA. 13 +4q.q, 2.5' Li. DEPTH= 5 30' -0 ELEV I5 Dia. Y CH" ERR TO BE ELEV = ' 20" Dia. BEEN E V = vi = z 3/4" WATER METER 0 STA. 13 +20 DEPTH =5 5' STA. I3 +4q.q DEPTH= 6' f L J STA. 12 +72 DEPTH =5.5' ELEV = 0' Gl 0' 0 U)\ ELEV = 0' NOTE: TIE INTO APPROVED STUB OUTS FOR EXISTING WATER, SEWER, $ STORM WATER IN ROAD. TYP FOR LOTS: 31, 52 $ 33 L.J 00 ' 07 0 I =00 c -cam a"- >_ �z ;> uI LJ I " =10' -0" ( 54 -0 24" = LE r)ESCRIFTIONS OI LOT 51 OF AL .ADt'TION 1 2241 "'47th Ave S Fly. E # 02000 -22'8 ® LOT 52 OF AL:LENTOWN ADDTION, 12255 47th Ave S FILE # D2000 - 22q (D .LOT 35 OF AI_'LENTOWN ADDTION, 1222c1 47th Ave, S FILE # D2000 -2 STA. 12+ 7S WtOo30 EXISTING DESCRIPTION 'BURIED Fl FCTRIGAL WATER MAIN (SIZE AS NOTED) GAS MAIN SANITARY SEWER STORM EXISTING' DESCRIPTION STREET LIGHT ®.' WATER METER FIRE HYDRANT TREE (CONIFER) DRAWING NOTES These plans have been reviewed by the POMO Wort . n p rtment for City A conformance with currom or ads for des dr. am' for Fin_ .23 is subject to i' .; y by the Pt t. rks utilities inspector. Daze_ DO By: 6' SIDE SEWER slue. 0 REMOVE AND REINSTALL SIGN, FENCE, OR 'MAILBOX AS SPECIFIED AND REQUIRED. C, INSTALL NEW FIRE HYDRANT ASSEMBLY. el CONNECTIONS TO BE MADE TO EXISTING STUB. OUT. SEE ATTACHED SKETCH. SYMBOL LEGEND cceptance is subject to errors do not authonzo c '�tion s and of r�s or ordinances , of t de ibility ins. defehotl5 or rre ; , e , : � i svoid a nce of r y.:_. _,_.�ingg CORRECTION 2000 • Z30