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Permit D01-103 - F LEE STENSON CONSTRUCTION - NEW HOUSE
D01-103 Stenson Residence 4515 S 136 St 611 0 u) 0 uj o u) F.. ZD no cs 0 t w u, 0 uj 0 City of Tukwila Community Development / Public Works • 0300 Southcenter Boulevard, ,Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 734760 -0030 Address: 4515 S 136 ST Suite No: Location: 45XX S 136 ST Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: 125 Wetlands: Contractor License No: FLEESI *122CA OCCUPANT F LEE STENSON CONSTRUCTION INC 4515 S 136 ST , TUKWILA WA 98168 OWNER F LEE STENSON CONSTRUCTION INC 144 SW 153, SUITE C, BURIEN WA 98166 CONTACT LEE STENSON 144 SW 153 SUITE C, BURIEN WA 98166 CONTRACTOR F LEE STENSON INC. 144 S.W. 153RD, SUITE C, BURIEN, WA 98166 kk***** k************ k** k*k*. k*** kk* k*** kkkk*** k kk*kk *A * * **kk **kkk***k* **kkkkk4 kkk*kkk Permit Description: CONSTRUCTION OF A NEW 2,365 SO FT SINGLE FAMILY RESIDENCE, 445 SQ FT ATTACHED GARAGE AND 122 SO FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Access, Land Alt ering, Storm drainage k* kk****** * *k** **k* ***kk*** *k ** *k * * *k **A* ** *k t* *A * *kk k kk k**k kkk•A* *k * *kk kA * * * * *kk 4 k A A Construction Valuation: $ 213,328.98 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Privat * * * * * * * * * * * * * * * k * * * * k * * * * * * k * A * * * * * * * * * * k * k * * * iA k * * * A k ri k k k k k k * * * k k k A k A k k A k k k * * k * A A x k TOTAL DEVELOPMENT PERMIT FEES: 2,87 ** A************* k*** Ak *k * *i** *kAAk * *k * * *k * **A ***** *Ah***** ** *k *kkkAAA* **kk *AkAA* Permit Center Authorized Signature: I hereby certify that I have rea to be true and correct. All pro work will be complied with, whet .0 South: .0 East: .0 West: .0 Sewer: VAL VIDE Slopes: Streams: The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:-. DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: : N Public: N d examined this perms and know the same ions of law -nd ordi noes governing this r specified herein or not. Print Name: .4.154E 71 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. (206) 431 -3670 D01 -103 ISSUED 06/26/2001 12/23/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: NONE Phone: Phone: 206 -431 -5159 Phone: 206 -431 -5159 Phone: 206 431 -5159 Size(in): .00 End Time: 165 Fill: 190 End Time: Public: N Date: 6.- ,A6"0 Date:__- !Flz Tenant: T c?EVPEPM Lopiied. Parc:el *: 734 IssYed 44h44444A 4444:44,44 4 4 4 4 4 4 4 4 4444s4 4 . 4 **** 1 444*44.444*A**4444 4 4 A .; 44k 4 v v 4, • • Permit Conditions: 1. The attached set \, The Pr Bureau Ano al accePITale with th.2. C oncerns: 2. Your stree address mu he no:Fri:id on build4n9 and shall t oleirl/ and street. Numbers zholi oont with thei! ILIFC 901.4.4) 3. Every building shall be a to 1 apparatus by way of a wit.f4 ail-weather drivin9 sucface of not id d 13 verrIc.ai clearance. Aes: roAds in be orovided with an avorovod t#ifri-a shall be within 150' ef all oort:orY: Lnuildnoc (City Ordinance st1e46 4 For short plat developmenr hries less), hydran I 1 I t a nydcan w;thin 2t70 feet of a Di.7,tane froi a hyd: ant building is mea.20red ,Alon9 the oth of 4..ehi iCity Ordinanoe #169'i 5. Fire hydrants shall conform to Aioe Water Association speoVication.: shal! compression type. equiped With tw 2 1 2" N oorts and one 5' pumoo 01:chaige port. snell have a 1 1/4" : open-lift oprat i:, not. Ordinance 41692) 6. The minimum fire flow and f:ow duzation itouirewent: for one and two dwellinQs hay a fire ,:trea not e,..ceed 3,600 . i,qua' e l'oet .344.5 m2 sha! 9allons per minute 73 4 :7..4 F:re T*Iow duration for dwellings 3 - tce area e-cess of 3.600 square . t'et (344.5 shall not b tha: that specified in Table A-I11-4-1. E'.: ;on: 4 redtion required fire flow of 5.2 per es appr is ailow-d when the buildinc.i Is provided with an automatic sprini,ler iLIFC 14poehdi 7 . Ail required hydcants and surface a coads snail t installed and made ';erviceak)le prior ro and of constructino. 901.3i 6 , Any , overlooked hazardou..7: •r _ - 1atio .%/ rhe aoopted Fie or BuildinQ such condition t violation. 9. THESE PLANS WERE REVIEWED 5' rkEr ANY i)UESTIONS, PLEASE LL ENTI BUREAU AT L21 10. '.7.0NTPACTOR H4LL NOTIF L1TSLT1 SIE r» Mr. VILIANUEVA ‘' OF 4:;:t■:NENCMENT AND COMPLETION Oc• WOPt: AT 24 Hi.:TP., FN *;A,-.1i.1.004.51.1W4 13. Driveway:F. :Mall com!...1% wiP 1 Driveway width .Fhall t.e 10' litmi'flu :!::e 11 a 1 1 b a ma. mum o f 3 t."; . Turtit r of five feet. hereby •ertify that I ha.., theie s AIi with them a:F, outlined. Ail uro'. wort will he como!ied with, 'rihee:;le! herel not. The 9ranting of th,. oermit dce.s vio;ate or cancel the of any the} law: re9ulatin9 con.s,trw:tion or the oe: Peint Name. C 7 4/ S 0 Project F r i,E , E S S T TENSON CONSTRUCTION INC. Type of work: El New Single - Family Residence ❑ 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 - 2964722) Value of Construction: Site Address: 45xx So. 136th St., Tukwila, WA 98168 City State/Zip: Proposed New Square Footage: 2365 sq. ft. Dwelling sq. ft. Covered Deck(s) Tax Parcel Number. 734760 -0030 Property Owner: F. Lee Stenson Construction, Inc. Floor Area Ratio: (total floor area of all structures divided by the area of the lot) .32 205 Phone: 431 -5159 Street Address: 144 SW 153rd Suite C. Burien. WA 98166 City State /Zip: Fax #: 206 -431 -1224 Contractor. F. Lee Stenson Construction, Inc. Phone: 206 - 431 -5159 Street Address: 4 City State/Zip: Fax #: Architect: ' Manny Ramos Phone: 475 -R64 -5917 Street Address: 176f)5 N_ R_ llird St Rarlmnnd WA QRf157 City State/Zip: Fax #: Engineer. Phone: Street Address: City State/Zip: Fax #: Contact Person: F. Lee Stenson Phone: 206- 431 -5159 Street Address: 144 SW 153rd Suite C. Burien, WA 98 66 City State/Zip: Fax #: 06 -431- 4 Description of work to be done: Construct new single family home Type of work: El New Single - Family Residence ❑ 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 - 2964722) 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: 2365 sq. ft. Dwelling sq. ft. Covered Deck(s) 445 ft. Garage /Carport sq. ft. Accessory Structure(s) 122 sq. ft. Uncovered Deck _sq. Floor Area Ratio: (total floor area of all structures divided by the area of the lot) .32 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. JOB 107 CITY OF TUJ ,'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 --' R STAFF USE ONLY Single- Family Residential Permit Application Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De ' ailment ❑ Channelization/Striping a 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 I Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: -0 Date application expir s: A L( // Applica 'on taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER R AUTHORIZED AGENT: Date: 4/3/01 Si na ture 9 LL . • 4 ..., r Print nam : F. Lee Stenson PhOi2t06- 431 -5159 I Fax #: 206- 431 -1224 Address: 144 SW 153rd Suite C City /S /Z WA 98166 ALL SINGL - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST B ' BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B' . REGISTERED ARCHITECT OR PRGrESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ DRAWiNGSSSHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLAi AND UTILITY PLANS ARE TO BE COMBINED NIA SUBMITTED ❑ ® Copy of recorded Legal Description from King County O ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. PER MIKE CUSICK on 3/21/01 L I E3 Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Val vue ❑ ❑ 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 ❑ d Roof plan ❑ ® Building elevations (all views) ❑ © Building height ❑ Cl Building cross - section ❑ © Structural framing plans and details necessary to completely describe construction ❑ t 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 ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. t HEREBY CERTIFY THAT t HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THiS PERMIT. SFPERMIT.DOC 2/13/97 - 4,- 0 k "i" r i i• • 1 t. ,L 1 4 f r 1 D F r It:14 I. . E . ' # t, 4, 'it 1 i * # iv A 4 4- 1 4 4 4 4 • 4 • 4. 4 „ • , = • 4 r 0 • 4 r;u4 t r tirn G.1 t n I; - 7 , I Pvtuent Method C t i 10n: fE Ur . Cr' El ; 1 . 1 E •_ •- •. - • M • - 1 •- . • - •• ....... (; 1 i 7 • 1 h i t. i . t. (‘) (' 1 :It Pt L. ; P t. i i * A r A * i I #, * * 4 jr r t * A r t .4 -A 4 L-4 tt 11 t; 41 /.) ;' I.) tt r. 00 0 .,' 73 4 `.; r c H E. C - rrP E J. • t ;y , (, . . . Per t. D 0 I \ 1 Dt"..k.,411; DE t!' E ti P a r‘t... ti I f4 7 :3 . :3 ?, Lc:it I rt 4 1 ,1 , X ; 1 1 -;.;.;"1:4 alle457akt; • • • ' . 4-8 CITY OF - 4 .1 k k - 4 , 4 k k - k 4 k - A 4 k . ¼ \ tkktkk ktkkkt.k t -. 7 k k •i k IHt4. PiIl p r rot( ouo n n I •J tr. 4 Pivmont CHECI: :TEJf',20N Permit No: 00L-10:3 rvu: DE')PF4o 0E Tot..0 Pi,vment i. , i I t c4LA i+i* ( Account code De,,icrioti!.:o i;q1c,tnt i 000/22.100 10.11LNO - PE.'. .Lr.. 0 t 0 / 3413.810 PLAR i:HE.Cg - UrIL:TY 20.00 060/11Ett.•..904 F.Ii-1TE PUIL010G i:t.IECHIIIE6L .4,"ji, 000 /14 2 . , 400 ttC (Efi - OfILT',' 412/342.40 Ii VEL - i;TOPh rtr;Ar; Ir.J,; 000/122.100 LLOO 14 PERtIfT ALlErANG . .,..c AV 40'1;* Prcel Oot Addrs:i; 411'.': Locction: 410a E; • • ' ' ." 4„0 !)2I6111 Project: / fi, ,L. , 'S jr h' <n /v Type of Insp ion: /1'1:: -- J 1 1- ,r" ; ,v -- Ad ress: 5/ / -s 57 Date calle . /— /4' ' r'.2.. Special instructions: Date wanted: / `... / r " 0 2, rtir,7 p.m. Requester: Or j l7 Phone: 2 ( ff _ / ? 3 — ' i ' . 2 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Ins ector: Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. e r I e 1 isj Date: j $47.00 REINSPECT! I N FEE REQUIRED. �rior to inspection, fee must be paid at 6300 Southcenter : lvd., Suite 100. Ca I to schedule reinspection. Date: COMMENTS: Type of Ins �C1t 1 to • t ! )01 'A — `.1 r v\-\ \ A e r f t 1 P Address: so ( • • 1 t 4. ' t 4 ) k VV\ f t /SJ C7v ! .` r^ t r to i n I , z. 4r) \-- - 1 r i p i . Date wanted: I .D) re`, \∎ v q. tct ,4 ta41 .. C 1 0( ri1) ( P. ,. Re u�r q i Ti 1) t/i ` ('t p Ue - R(1 For F; h«I :) C+?11 , c4 ,��. ; b � Project: c 1 Type of Ins ion: Address: so ( • • 1 t 4. ' Date called: Speaa instr ctions: C (t I '' 5-7-3) ,�� --F i . Date wanted: I a.m. P. ,. Re u�r q i Phon U - R(1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 1206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 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: COMMENTS: Type of Inspection: - I a! Address: 41515 s 13t7+1,1 t. Date called: 1-7-0 2 Special instructions: Date wanted: % I - 8-02- p.m Requester: Phone: .l 2ob 423 2 b -r=r— I 1 Di,, I Project: �+ Lee ,. ensa» Type of Inspection: - I a! Address: 41515 s 13t7+1,1 t. Date called: 1-7-0 2 Special instructions: Date wanted: % I - 8-02- p.m Requester: Phone: .l 2ob 423 2 b JD INSPECTION NO. Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Date: 10 -1 o3 PERMIT NO. (206)431 -3670 Approved per applicable codes. Q Corrections required prior to approval. LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: CA S Ad • red; 'f s 5 5,, f3191 Date called: i/ 12 0 li . / .�- L at ,, a.m. p.m. Reggester. --- Phone: 1 '� / . fAxA4kei A Aice4 44A1 5tr.?Ji-tA xsa fi" A) - Project 1 R..44_ /14 Type of Inspection: CA S Ad • red; 'f s 5 5,, f3191 Date called: i/ 12 0 Special instructions: _ Date wanted: at IJ a.m. p.m. Reggester. --- Phone: et INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO (206)431 -3670 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Ript No: Date: COMMENTS: Type of inspection: 1 t ,Jc4 1( (y....-1 ' Address: 5/ ,5 ,10 , /.56 St- Date called: )0 3W° 1 �. e e_" rvk, k j ":'-‘11 .' " ri 4 ' , e ,r — Requester: t Q(4 4.:? 3 r 1 /- ;?& 4 .- (J 5 �5 1e3x1.,....1 4 il ) ! ) k: 1 4 i ' t: f , . e (,) S Loved. Type of inspection: 1 t ,Jc4 1( (y....-1 ' Address: 5/ ,5 ,10 , /.56 St- Date called: )0 3W° 1 Spec iat instructions: , Date wanted: f () r am. ) -O/ 0 I P.m. Requester: t Q(4 4.:? 3 r 1 /- ;?& INSPECTION NO. INSPECTION RECORD Retain a copy with permit ., PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 - 3670 proved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Qcoj (~ Type • s ection: r A ddress i 3 I / 3 0 3 f Date cal •*1 ! 0 1 Spe al instructions: Date .a ted: l 1) L i � �� . P.Rr. -- -=-� Reques er: Phone INSPECTION NO. 11 Approved per applicable codes. COMMENTS: Inspector: Receipt No: 7.00 REINSPECTION at 6300 Southcenter BIv INSPECTION RECORD Retain a copy with permit "7 l) a„ A /Fe__ Date: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188, f t � (206)431 -3670 Date: C . ,i( /eC? / E REQUIRED. P9 .r to inspection, fee must be paid ., Suite 100. Call /to schedule reinspection. a( 0 Corrections ret ied pfior to ppYav I. Pro'ect: Si P ' —at. .. I ype of In section: , .. 1 / ha f. I I r Address: �. Date called: f J O • Special instructions: / Date wanted: ....'' .. aiiiiii /0 f/ 0/ ' Reques i fL:. Phon ,, (' - OCD) q.;2.3 ,'7.:2 COMMENTS: i r Inspector: / j i Date: ,1j V I INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 I © 3 PERMIT NO. (206)43 1 -3670 Corrections required prior to approval. $47.00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee mus be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Typ of In ect`ion: f - ': • Ora fs ,a ( Address: f t, c NS i5 5. 1:.4 , . Date called: / )0/1/L)I Special instructions: Date wanted: i i.31 5 /01 p.m. Requester: ,„ i`ltt,. fF I , C ..1 .1 -A-I.. A. A / r ti2-4 t Project: ,)Ir � PPS to 1de Typ of In ect`ion: f - ': • Ora fs ,a ( Address: f t, c NS i5 5. 1:.4 , . Date called: / )0/1/L)I Special instructions: Date wanted: i i.31 5 /01 p.m. Requester: ,„ i`ltt,. fF Phone: r ( ?Ott t' 1 " L i l INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: Iof ci $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r t,, .51,,,,50,r, T f I spection: tit 1: 4 i, ,far irrllr Date c led: Address: Special instructions: Date w/0 j Re re ' Phone: 42.? I 8 if INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: ccix re aJ, /ts 0 4' 7 0 ,4 v ; i'f e . ecto Date: Receipt No: Date: r- Corrections required prior to approval. .00 REINSPECTION FEE R QUIRED. Prip'r to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Project: , � i)r) ype of nspection: tih Nilllrt Address: ' r /5 . /91r r+: Date call 1( 2! 1r' �.., t l Special instructions: Da ted. t E 2 t -I / C / a.mT' p. . Re u ster: (i (( C[ Phone: .� -ry r � ;Il? Li�� U o INSPECTION RECORD Retain a copy with permit UNSP(CTtON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 VI Approved per applicable codes. J Corrections required prior to approval. COMMENTS: :32t\oe 5 5 VIC& - r - /L.. i D W I 1 Inspector- 1 /'uC }� ate: 9 � 6 00 REINSPECTION FEE R QUIRED. Prior o inspection, fee must be paid 4(6300 Southcenter Blvd., Suite 100. Call to 'schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: 1 rr Ej Date called: 7 c I 0 !/ / &s,c ....5 zS — L'' i "' .e Special instructions: Date yvantecI4 (' * */ O r / 6 ✓4 o t) v . .-S,/ fl /3 —A/v7 , MGR 0 V _ Phone: . ) rc-)C(r- 1 f :) "'S m (,c , „.-----....., \ Project: i 1 - -:- t1" 5N -- 1 Type of Inspection: 1 rr Ej Date called: 7 c I ,l-hf Address: j/5 5" / (1 -- . 5-L- Special instructions: Date yvantecI4 (' * */ O r / ( , a m1 p.m. Requester: ( (I _ Phone: . ) rc-)C(r- 1 f :) "'S m (,c , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit trrections required prior to approval. Date: Z G' ' - O $47.004 RE NSPECTION FEE QUIRED. Prio /to inspection, fee must be paid at 6300 S uthcenter Blvd., Sui 100. Call to schedule reinspection. Receipt.Nor — Date: (Q- PERMIT NO. (206)431 -3670 Project: � _-. e" \ ' / _ ./tS . T of Inspection: L -b f .4.4 L. 41 d ress: !! ..... sf Date called: Special instructions: • Date want 0 .m.) p.m. Requesters j ( c�- Phan e 2GU) ,, e3 ` . { 30 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 T proved per applicable codes. COMMENTS: ('Inspect° Receipt No: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: .00 REINSPECT! N FEE REQUI . Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Date: 0- / 3 PERMIT NO. (206)431 -3670 COMMENTS: C 0 of e In c ion: ; ` t Y�(t - ' ( " c Address: "?r c: -= .-0 fr 5 `! D . to c led: `T ' 3n/C J •C r Date nted: - /C a.m. p:m. R i 7 .../ - Pho e: _� > P Project: � •. • 00 ' y . -2' i C 0 of e In c ion: ; ` t Y�(t - ' ( " c Address: "?r c: -= .-0 fr 5 `! D . to c led: `T ' 3n/C Special instructions: Date nted: - /C a.m. p:m. Ree uester: G-1 Pho e: _� > P INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 4* 6300 Southcenter Blvd, #100, Tukwild;Ok: Approved per applicable codes. Receipt No: Date: PERMIT NO. i Zia o Date: (206)431 -3670 Corrections required prior to approval. r I X00 REINSPECTIGN FEE REQUIRED. /Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 1. E'- ,�' Type of Inspection: ` . F . it ( Address`,. { . � "J 5 / %, Date . Iled: 1 l — i 01 Special instructions: D_ ate anted( 7 . / Q a.m. p.iii: Requester: T; r 0 a Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: 1 C� 1 r� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, t must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: i Receipt No: proved per applicable codes. e le? c INSPECTION RECORD Retain a copy with permit Date: TA.-: I PERMIT NO. (206)431 -3670. Corrections required prior to approval. city of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project . Name ee tC Ci C e Address Lt S k S 11LT Suite # 7 Retain current inspection schedule Needs shift inspection 04 ' Approved without correction notice Approved with correction notice issued Sprink '1ers : Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: 'Permits: Au zed Signature FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Permit No. IVID` _ tai Dat T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 MARK SHEATHING FASTENER SPACING ( ALL EDGES BOTTOM PLATE NAILING • - ANCHOR FRAMING ANCHORS ALLOWABLE SHEAR NOTES 1 1A 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d�6 "oc 15 GA. 5 oc 16d�8 "oc 1/2 �i A.B. Cg2 5' -6 "oc 130 - 1 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d 6" oc 15 GA. a 5" oc 16d (83 6 "oc or 5/8" 0 AB a 4' -8 "oc A34 (d�j18 "oc A35 a 18"oc 230 - ki 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 Sd (d,� 4" oc 15 GA. •' 3" oc 2 -16d C� 8 "oc or 5!8" ,, AB ., 3' -0 "oc A34 (� 10 "oc A35 L 12"oc 0 10. 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 3" oc OR 15 GA. a 2 1/2" oc 2 -16d (316 "oc or 1/2" y AB 1' -6 "oc or 5/8" 0 AB @ 2 -4 " oc A34 c 8 "oc or A35 (a 10 "oc 451 PLF 4, 2 4 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d © 3" oc OR 15 GA. © 2" oc 5!8" 0 AB © 2 - 0 oc A34 © 6 "oc or A35 © 8 "oc 545 PLF 2, 9 I> 1/2" GWB BOTH SIDES 5d COOLER OR GWB ©4 "ocnr#6x11 /2" SCREWS © 6" oc 5/8" O AB @ 4 -2 " oc A34 © 14 "oc or A35 18 "oc - 6 112" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB © 4" oc or #6 x 1 1/2" SCREWS e! 6" oc 18d ©8bc or . AB cv 5' -e "oc A34 © 2' -4 "oc too 7/16" MIN APA RATED SHEATHING BOTH SIDES 8d (p 3" oc • OR 15 GA. e! 2 112" oc COOLER OR GWB © 4" oc or #8 x 1 1/2" SCREWS e 6" oc 2 - 18d c 3 "oc 5/8" 0 A__B 2 -16d (� 8"oc or i/2" 0 AB ®2' -4 "oc or 518" , AB Q► 3'-8 Ii. "oc A35 6 6"oc © • Or A35 e • 902 PLF 300 PLF P . 6, 2 3 D 5d 1/2' GWB BOTH SIDES • NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA 8D COMMON = 0.131" O X 2 1/4" MIN. 10D COMMON = 0.148" 0 X 2 1/2" MIN. 160 COMMON = 0.167" O X 3 1/2" MIN. 5D COOLER = 0.088" 0 X 1 5/8" MIN. 5D GWB = 0.092"cbX 13/4" MIN. 15 GA. STAPLE = 0.072" 0 x i UT MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12"OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. • 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND F STENED P R THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE AND THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEAR ALL IS N REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR O B) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER U.N.O. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FAASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. lc c HEARWALL SCHEDUI E ( l� 1 � SIWF.T No. A BOTTOM FL N,a I L ING --.� PER SW SC-IEDULE 2 -2x STUDS SIMPSON --- HOLDDOURJ. FILL ALL NAIL HOLES W/ I6d NAILS. EDGE NAILING to BOT. PL 4 SILL PL. FOOTING DIMENSIONS OTHER =DN. SECTIONS DETAIL .�� /. • 'MDT Engineering 1 r :4 IrS to L ANCHOR BOLTS PER 5HEAR WALL SCHEDULE. TyPICAL SNEARUJALL DETAIL FOUNDATION WALL Consulting Structural Engineers 2041:1 60(11 Ave. S. Auburn. !tA UIHOl)I 111(:111:1.1.6 D. iiI(1MPS(IN. P.F. (200) !110- 111110 Registered Professional Engineer FACE OF CONCRETE CORNER Joni NO. DATE: DRAW DocUcor - 1 I U 1/2" MN. • •r •• 1 - . - COI RIGI -IT 1995 MDT Engineering J CHITEEn M.D.T. I =I SCALE IJN'. T1DN I SHEET NO. 2-2/ STUDS SIMPSON - HO FILL N AL� NAILHOLES W/ .rod NAILS. EDaE NAILING —� SOT. PL SILL PL. DOTING DIMENSIONS C ^HER FDN. SECTIONS • • II I I 11 II MDT Engineering MICHELLE U. TIIOAII'SON. P.E. Registered I'ru(ccsiauol Engineer w�rN�tu�wL m TYF1C4L. 51-1EAFRWALL. DETAIL FOUNDATION WALL Consulting Structural Engiuccra 2041 :1 55th Ave. S. Auburn. WA U11O0 1 (::00) UI(i— H11111 1 V ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE 6 CORNER 1/2 MIN. • , • • . .p I • • • •• COPY RIGHT 1995 MDT F-ngineerine J SOU NU. MANN DUCU:vM t�tltx:htxl rI D.T. SCALE I " 1 I)r.1TIUN 1 4 3 2 5 SIIE!T N0. i:SE TOP PL NAILING FER SW SCHEDULE EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. DETAIL 2� TYPICAL INTERIOR SNEARUJALL DETAIL W/ NO SNEARUJALL ABOVE MDT Engineering Consulting Structural Engineers 29419 55111 Ave. S. Auburn. WA 88001 MICHELLE D. THOMPSON, P.E. (206) 040 -8010 Registered Professional Engineer T SIMPSON FRAMING ANCHOR PER SW SCHEDULE. COPYRIG=HT 1995 MDT Engineering JOB NO. DATE DRAWN DocLicaM CHECKED M.D.. SC i ' LOCATION BOTTOM PL NAILING ---.` PER SW SCHEDULE SIMPSON STRAP --� PER PLAN. SLOT PLYWOOD d BEND STRAP a JST OR BLKG. EDGE NAILING PER SNEARWALL SCI -IED. TYPICAL SNEARIUALL DETAIL WNERE WALL DOES NOT OCCUR BELOUU iIIEF.T NO. nE:TAIL MDT Engineering MICHELLE D. TIIf1A1f'SON, P.E. Rrjiaarrd f rnfemNimro1 ruginerr Consulting Stmt. :t urn! Enginrer. 29413 55111 At•o. S. Auhuri%. IT,1 01100 (20(1) Jdp- filth) SHE ATHING FER PLAN SHE ARWALL SCHEDULE. 1 IF JOISTS ARE PA RA L#1. -61, TO 51- IEARWALL, PROVIDE DBL. JOIST UNDER SW. �.-- IF JOISTS ARE PERPENDICULAR TO SNEARWALL, PROVIDE 2 -2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF SW. cCFY RIGHT 1995 MDT Engineering JtPo NO. DATE DRAWN CHECKED M.D.T. SCALE I " = 1 ' LOCATION 4 3 2 A S BOTTOM PL NAILING PER SW SCHEDULE SHEATHING PER PLAN 4 SW SCI- IEDULE. SHEET ND. 2x STUDS --�_ EDGE NAILING SOT. PL, RIM JOIST 4 TOP F'L. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. DETAIL \ / J S 8 X 1 C \\`' TYPICAL SNEARUJALL DETAIL- W/ WALL BELOW MDT Engineering t,IICIIEL1.E O. TIIOMPSON. P.E. Registered Professional Engineer ■ Consulting Structural Engineers 29413 65th Ave. S. Auburn, WA 98001 (200) 040 -11810 GWB PER PLAN 1 D SIMPSON FRAMING ANCHOR PER au SCHEDULE. 1DD NO. DATE DRAW N Docucc:M CHECKED M.D.T. SCALE 1 " : I' InrATIUN COPYRIGHT 1995 MDT Engineering 5 SIIEF.T NO. A I NAIL SNEATNING TO HEADER 03" O.C. E.W. APA RATED SHEATHING ---� 3 /b" MIN. 24/0 EXP. I Tr DETAIL 1 2x4 TOP PLATE . V. • B CLR. II 11 1,1 4t 4•. • 4 ; . . 4 • II II II I I 1I 1111 ...L1 / / 1111 X111., c ; _ -ai11 14 I . I It ' 11 11 . •II U • . . U IT 11 II It II '2) 2x STUDS. NAIL --- II ., 5P EAT-IINGT O EACH el _''411 I L- �'��..1 1 ILA °0J1 It— .sr - c -us ..11 SIMPSON NPAI -4D22 �,� 11 11 , U.A./.0 O1kJ ?L, afai i 4 LATERAL RESTRAINT PANEL MDT Engineering MICHELLE D. THOMPSON. P.E. Registered Professional Engineer Consulting Structural Engineers 29413 G5th Aar. S. Auburn. WA 000111 (200) 910 -0010 JOB NO. DATF - DRAIN DccLic.c.: 1 o 16 GAUGE STAPLES OR 8 PENNEY NAILS g 3" O.C. ALL PLATES, HEADERS AND STUDS. 24" MIN. OR 16" MIN. (2) 2x4 BLOCKING ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL S-1EATNING TO EACH PLATE (3) 2x PLATE a 16' WIDE PANELS. I /2 "dia. ANC1-10R BOLTS 7" MIN. EMBEDMENT CCPYRIGNT 1995 MDT Engineering CHECKED M.D.T. SCALE N T5 LDCAIION MDT Engineering Lateral Analysis Wind Loads: Basic Wind Speed = 80 MPH Exposure "B" 0 - 15' 15 -30' Ce = 0.62 Ce = 0.76 Cq = 1.3 Qs = 16.4 PSF 1= 1.0 WL = Ce Cq Qs l 0 -15' WL= 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15 -30' WL= 0.76 x 1.3 x 16.4 x 1.0 = 16.2PSF V 4l#J ' q. B 2) -l- (f5, z� Seismic Loads: Seismic Zone 3 Soil Profile Type Sc V= 2.5CaI W R Ca = 0.33 1= 1.0 R= 5.5 V= 2.5 x 0.33 x 1.0 W = 0.150 W 5.5 pt) lgoo ~ 64.1 ( ° c2/ WA-us - 2‘e)(l0) 1600 = 5j7 -(J) 8 WA-(,/ Z (4) C) o W,9-Fe, V66z (/4'o 24/PEP' 4 VAJ/JD ,jiijc CAttrZiOtS Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (253) 946 -8810 z78ft_r filifimmwat V 7 ZS f /3.5' 3.1 A 7, /7 ' '5.83 , 5 ) s .%5' %Q3' 4, 7s' 2 NOTICE: S NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. a- * N • 1A 5 , • " r4i - - • • , • - ' • , ' '`. O 0 uw O u u 0 t < 0 3 gg 8Y-) o w Y-10 aj z Pa z 0 SW it TRIO. AREA — TOTAL SHEAR LENGTH OF WALL • SHEAR PER FOOT SW TYPE ► 57o :7, 4' ?' ,2 '; 445.'5 4 g27( H +- 90 08 +4 ,92 - o r Z.PI,F /,4 14 /f'9)(1 - 15 70 • ?,( - 7 +6,o 411,s ,7- 4-4Il . S, 5 47 re, /A 5 1 :i +5, 83 . ,, . '2. - : o, .4- ,' -1- 5 IV, PL.. /A 174 PGA 1 /5 4 .r 14, 7 + I s,10" q e.- /604 =43 9. 144-/f .-.. . 1 ( i) z - g Ir )(161 aO/b tv. I2,5 ICI PGF 1 /4-(9)00- 2)- 4-i� fuoil e 4.15-f►1,-m. ti &7+ .00 . +4 , 2 = 46 .9 17 PGr IA . /G,''' +I 0 wit - r it f- ,03 = 5d¢ 1/7 PGA IA Z Z ( ,7 1 2 ' 4I 7s 1 - 7, +4, /2- ' /boa I , 1+ 4,:, • 11, -. -4 14- 47.5 +1 , 14l" `77 '..4.6. ' l400PL , I 0 l' r' ' 1 /r2- �'& /, -f' Wig , , 776 - Co' tp2q PLC , 7 • MDT Engineering Description: Consulting Structural Engineers 29413 551h Ave. S. Auburn. WA 98001 (208) 948.8810 (i) /Jc up&ir A3hl c -Ire 47 ez., Aio 17/. 1 Ao )14- RP 19 14 ro 542, 560 1' Nat766ff 4 o'1 ".• 11 Rol PL, /10 g 7d 1724 l�d� o r/ T 67d 0 -��- <36/11417 M9' s'Ll do or OgtIQ ?d n o PI 1 z 6 °2 -7,1 fklF MDT Engineering Table of Contents Scope of Work Structural Notes Shearwall Schedule Typical betas Lateral Analysis Page No. Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (253) 946 -8810 z m w .0 w w 0, wO i ? _ o ii til z iii Pi iv - ix U0 1 -6 w w 11 o w z 0 z MDT Engineering Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 80 MPH, Exposure B, Seismic Zone 3 We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $70.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $70.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, P.E. MDT Engineering Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (253) 946 -8810 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code - 1997 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3, 1= 1.0 3. Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro=lams E =1800 ksi Fb =2600 psi 2 11/16" Parallams E =2100 ksi Fb =3100 psi 3 1/2, 5 1/4 & 7" Parallams E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common © 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common @ 6 "oc at all supported panel edges and 8d @ 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. ACTIVITY NUMBER D01 -103 DATE: 07 -18 -01 PROJECT NAME: STENSON SITE ADDRESS: 4515 S 136 SUITE NO: Response to Incomplete Letter # Original Plan Submittal Response to Correction Letter # Revision # 1 AFTER Permit Is Issued DEPARTMENTS: Building ivision Acv/ 11ti c / Public Works El Complete Er Comments: TUES /THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATIO OF COMPLETENE (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions! CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: C C Planning Division ri Permit Coordinator DUE DATE: 07 -19 -01 Not Applicable C No further Review Required DATE: DUE DATE 08 -16 -01 REVIEWER'S INITIALS: DATE: C Not Approved (attach comments) n DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER D01 -103 PROJECT NAME: STENSON SITE ADDRESS: 4515 S 136 Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: �.IL /. L �.I. f..._ ! .►i TUES/THURS ROUTING: Please Route Structural Reviej' equired REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with C REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved I Approved with Conditions I I REVIEWER'S INITIALS: wuwutt.txx PLAN REVIEW /ROUTING SLIP DATE: 07 -18 -01 SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # 1 AFTER Permit Is Issued Fire Prevention Structural Incomplete C C tions J Planning Division Permit Coordinator C C DUE DATE: 07 -19 -01 Not Applicable ri No further Review Required { DATE: . 7- /q-Zoo DUE DATE 08 -16 -01 Not Approved (attach comments) n DATE: 7- j '/ - zoo( DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER D01 -103 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 4515 S 136 ST SUITE NO: Original Plan Submittal DEPARTMENTS: Buildirlgivision )k (i - 14 - o( Public Works Please Route vnauvtt txx VMI PLAN REVIEW /ROUTING SLIP DATE: 06 -14 -01 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # AFTER Permit Is Issued G TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) (;(Z Fire Prevention (rj ( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete El Comments: Structural Review Required REVIEWER'S INITIALS: Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: nneNnr) t'‘rnr)Y PlanPi4 Division Permit Coordinator 53- DUE DATE: 06-19-01 Not Applicable ri No further Review Required DATE: DUE DATE 07 -17 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete E54 Comments: V'RRI)Vll Doc Y!1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -103 DATE: 06 -14 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 4515 S 136 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued c Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) C C n c Planning Division Permit Coordinator DUE DATE: 06 -19 -01 Not Applicable - 4( A fbut'A ( PS`_ 5 t)/ TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: No further Review equired DATE: DUE DATE 07 -17 -01 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions[ ] Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works Complete ❑ Comments: REVIEWER'S INITIALS: '9UII1,11l LY]C ACTIVITY NUMBER D01 -103 Original Plan Submittal PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: TUES /THURS ROUTING: Please Route LIi Structural Re iew Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: 06 -14 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 4515 S 136 ST SUITE NO: Response to Incomplete Letter # Response to Correction Letter # 1 Revision # AFTER Permit Is Issued Fire Prevention 1 Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE:1)6 -19-01 Incomplete ❑ C Not Applicable No further Review Required DATE: 4 / /Ve/ n C DUE DATE 0747 -01 Not Approved (attach comments) ri DATE: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -103 DATE: 06 -14 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 4515 S 136 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete., Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved ri REVIEWER'S INITIALS: T Rt)ul[ BOC PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural n n Planning Division Permit Coordinator co? c DUE DATE: 06-19 -01 Not Applicable El Comments: TOES /THURS ROUTING: Please Route E Structural Review Required EI No further Review Required REVIEWER'S INITIALS: DATE: — DUE DATE 07 -17-01 Approved L I Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved with Conditions Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -103 DATE: 06 -14 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 4515 S 136 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 '"••=1•111111. Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: PLAN REVIEW /ROUTING SLIP • APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route Et Structural Review Required C No further Review Required n REVIEWER'S INITIALS: 4I $4 Ci- DATE: 6-1?-01 Approved n Approved with Conditions C C [i] Planning Division Permit Coordinator DUE DATE 07 -17 -01 Not Approved (attach comments) / DATE: Gt-' . t ' ( C C DUE DATE: 06 -19 -01 Not Applicable ri CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -103 DATE: 05 -23 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 4515 SOUTH 136 ST SUITE NO: Response to Incomplete Letter # 2 Original Plan Submittal ` Response to Correction Letter #j Revision # AFTER Permit Is Issued l� DEPARTMENTS: Buil• n : :!73% Public Wo ks Complete Comments: Please Route l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP 61 Fire Prevention OOf& 5 -144r Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: o et Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: /'MMi 11111 [MM' PERMIT COORD COPY Planning !vision . Permit Coordinator Ng DUE DATE: 05-24 -01 Not Applicable n No further Review Required DATE: DUE DATE 06 -21-01 Not Approved (attach comments) DATE: 2 -al DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -103 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 4515 SOUTH 136 ST SUITE NO: Original Plan Submittal g. Response to Correction Letter # $ Revision if AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Comments: PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Please Route n Structural REVIEWER'S INITIALS: Fire Prevention Structural Incomplete view Required APPROVALS OR CpRRECTIONS: (ten days) Approved C Approved h onditionsn REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Y1tR1 )till (NN' Vol Approved with Conditions C C C REVIEWER'S INITIALS: DATE: 05 -23 -01 Response to Incomplete Letter # lisp Planning Division Permit Coordinator r n DUE DATE: 05-24 -01 Not Applicable ri No further Review Required DATE: 5 DUE DATE 06-21 -01 Not Approved (attach comments) in DATE: S'Z+--26 DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -103 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 4515 SOUTH 136 ST SUITE NO: Response to Incomplete Letter it Revision if _ AFTER Permit Is Issued Original Plan Submittal '' Response to Correction Letter # Fire Prevention Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved n Incomplete U n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: TRIU11:t1.Mx' Yn DATE: 05 -23 -01 Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable El No further Review Required DATE: 1 7 / '2 71T DUE DATE 06-21 -01 n n DUE DATE DATE: ACTIVITY NUMBER D01 -103 DATE: 05 -23 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 4515 SOUTH 136 ST SUITE NO: 4 Response to Correction Letter # 1110 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: REVIEWER'S INITIALS: e+twuutt tnX: Vf• PLAN REVIEW /ROUTING SLIP Original Plan Submittal C Fire Prevention Structural Incomplete LI C Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions Response to Incomplete Letter .# Zoo n n Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE 06- 21-01 Not Approved (attach comments) DATE: J © I n DUE DATE: 05-24 -01 C DATE: DUE DATE Not Approved (attach comments) DATE: AdMINIIIIMINEMENNIPP City of Tukwila PLANNING DIVISION COMMENTS DATE: May 23, 2001 APPLICANT: F. Lee Stenson Construction RE: D01 -103 Parcel 734760 -0030 (Lot 1) ADDRESS: 4515 South 136 Department of Community Development Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. Your application has been approved subject to the following condition: The "Accessory Dwelling Unit Notice" must be signed by all property owners, notarized and recorded prior to the issuance of the building permit. A copy of the recorded document, stamped by the King County Recorder's Office, must be submitted as proof of recording. We have attached a copy of the Notice for your use. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 Original Plan Submittal PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -103 DATE: 05 -23 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 4515 SOUTH 136 ST SUITE NO: Response to Incomplete Letter 41 Response to Correction Letter # 4 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TRR1)ll If (1[K 11•II Art TUES /THURS ROUTIN : Please Route Structural Review Re REVIEWER'S INITIALS APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Approved 1 Approved with Conditions I I REVIEWER'S INITIALS: /ON CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: n n Planning Division Permit Coordinator DUE DATE: 05-24-01 Not Applicable [1 Comments: ri No further Review Required DATE: C? 5 - n n DUE DATE 06-21-01 Not Approved (attach comments) DATE: 0 • O i 0 j DUE DATE Not Approved (attach comments) DATE: °-'• .. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: F. Lee Stenson Construction Inc. 4515 S. 136 St File #: D01 -103 Date: 06.06.01 Reviewer: L. Jill Mosqueda, P. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. PleatiebrwalWs A/A 2. Provide corrections to plans. Please refer to "arrowed" items on the enclosed Single Family Residence checklist. 3. Please provide expected cut and fill volumes. 4. The survey shows the sewer line crossing Lot 1 and sheet ST -1 shows the sewer line outside of Lot 1. Which is correct? If the sewer crosses Lot 1, I will want to see a recorded easement. �1 u‘1 rs Z 1\ '-\ Projects /SFR /D01 -103 stenson comm 1 c U J C R t. pl. 1' (° 1l T1Qcl(J t v't `tel. t 1.1.. 1 ACTIVITY NUMBER D01 -103 DATE: 05 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 45XX SOUTH 136 ST SUITE NO: Original Plan Submittal X Response to Incomplete Letter DEPARTMENTS: Building Division Public Works Complete E Comments: Please Route Response to Correction Letter # Revision # AFTER Permit Is Issued C n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: vxencn Ixx 5. PLAN REVIEW /ROUTING SLIP � v Fire Preve n ike. . '1 -a1 Structural Incomplete Structural Review Required n ri PERMIT COORD COPY pf-•-.1 P) nning D ivision dtt it 6-1o( Permit Coordinator [41 DUE DATE: 05-08 -01 Not Applicable El No further Review Required n DATE: DUE DATE 06 -01 -01 DATE: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -103 Original Plan Submittal Response to Correction Letter # DATE: 05 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 45XX SOUTH 136 ST SUITE NO: X Response to Incomplete Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri u Planning Division Permit Coordinator DUE DATE: 05-08-01 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structura Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) n Approved ri Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: No further Review Re uire DATE: S DUE DATE 06-01 -01 Not Approved (attach comments) DATE: Approved I I Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: Vrt WM41I1111 1NK Shi •.. Complete E Comments: DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -103 DATE: 05 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION Lana 1 SITE ADDRESS: 45XX SOUTH 136 ST SUITE NO: (15/ Original Plan Submittal X Response to Incomplete Letter fI _ 1 Response to Correction Letter # Revision i __ AFTER Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Ap roved with Condition REVIEWER'S INITIALS: R\ sa 5 (0 n n Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE 06 -01 -01 n Fl DUE DATE: 05-08-01 n Not Approved (attach comments) DATE: 3\ cl k O 1 CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -103 DATE: 05 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 45XX SOUTH 136 ST SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route C Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri C Structural 'iAAl 111 l l Fire Prevention PLAN REVIEW /ROUTING SLIP n n n REVIEWER'S INITIALS: Complete 1 Incomplete Comments: { •(\.2Mn k S 7 0 Planning Division Permit Coordinator DUE DATE: 05-08-01 Not Applicable No further Review Required DATE: S =1 - 01 DUE DATE 06 -01 -01 Approved with Conditions n Not Approved (attach comments) F. n n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Cizy of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: May 7, 2001 APPLICANT: F. Lee Stenson Construction RE: 001 -103 Parcel 734760 -0030 (Lot 1) ADDRESS: 4515 South 136 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. Your application has been deemed to be incomplete. Per the Planning Department's memo to you dated April 5, 2001 the west building elevation is to show the exterior doorway into the family room on the first floor. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER D01 -103 DATE: 05 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION SITE ADDRESS: 45XX SOUTH 136 ST SUITE NO: X Response to Incomplete Letter it 1 Revision it AFTER Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Comments: Approved I I PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Fire Prevention .Ef ERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: C Planning Division Permit Coordinator n DUE DATE: 05 -08-01 Not Applicable LI TUES /THURS ROUTING: Please Route Structural Review Required LI No further Review Required l l REVIEWER'S INITIALS: 7 .. t/ DATE: tS -0 4 DUE DATE 06-01 -01 Approved with Conditions 1 1 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -103 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 45XX S 136 ST LOT 1 BLOCK 2 SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division dit ttii( > t'f Public W rks Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) bib( o ut /I IiA Complete Li Incomplete Comments: 1 (- n �t � ��� t'-(. 1 _ tti‘ fi 11 /A APPROVALS OR CORRECTIONS: (ten days) Approved 04). vri C Fi e Approved with Conditions � r2- revention al 4- 1 --- TOES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: 4 -04 -01 L'(` Planning Division (1tilAift 4'1'1) -o'( Permit Coordinator DUE DATE: 4 -5 -2001 Not Applicable No further Review Required n DATE: DUE DATE 5-3 -2001 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -103 DATE: 4 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 45XX S 136 ST LOT 1 BLOCK 2 SUITE NO: Original Plan Submittal Response to Incomplete Letter If DEPARTMENTS: Building Division Public Works Response to Correction Letter # Revision # Fire Prevention ri Structural C After Permit Is Issued Planning Division Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L Incomplete Comments: 44 C< PIGS ��6rt>l.d) re_ ma44 odd.4 caw. fkleAra ts 3 E1e44 -ftoi., 5 plod,, s I TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: C APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ri REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved [1 Approved with Conditions REVIEWER'S INITIALS: uw¢oun ax v.9 DUE DATE: 4-5 -2001 Not Applicable LI � Otivitt t I fk ski 4 d. rePee# ope. . Structura Review Required C No further Review DATE: C DUE DATE 5-3-2001 Not Approved (attach comments) ri DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -103 DATE: 4 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 45XX S 136 ST LOT 1 BLOCK 2 SUITE NO: es/ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route C C C REVIEWER'S INITIALS: CORRECTION DETERMINATION: MOUT! INK: Uq Fire Prevention 14 Planning Division Structural Incomplete LI n Structural Revi w Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Approved Approved with Conditions REVIEWER'S INITIALS: Permit Coordinator n DUE DATE: 4 -5 -2001 Not Applicable Li No further Review Required , , \ ■tcr DATE: �r7V c/ DUE DATE 5-3-2001 Approved with Conditions [1 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete Comments: TUES /THURS ROUTING: Please Route Approved ri V'4RUUIt1 %)C Yr1 C C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -103 DATE: 4 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 45XX S 136 ST LOT 1 BLOCK 2 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -5 -2001 Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) C Planning Division Permit Coordinator Not Applicable No further Review Required DATE: 1 --ik/c7i DUE DATE 5-3 -2001 C n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DATE: April 5, 2001 PROJECT NAME: Stenson Construction PLAN CHECK NO.: D01-103 PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. Please provide documentation that the proposed house will standards for an accessory dwelling unit. 2. Exterior doorway into the family room is not shown on the C:\Nora's_Files \ LETTERS \d01 -104. DOC meet the attached west building elevation. v,uOU IUX)C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -103 DATE: 4 -04 -01 PROJECT NAME: F LEE STENSON CONSTRUCTION INC SITE ADDRESS: 45XX S 136 ST LOT 1 BLOCK 2 SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter it Revision it „ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS, APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: C • 1 Fire Prevention Structural Inc n C n Planning Division Permit Coordinator DUE DATE: 4 -5 -2001 Not Applicable n Complete E Comments: 4,, C g ' �, c. C ►�n A� �� Q � �` `• ,R ec�� No further Review Required DATE: rr,e/ . 0 C -C)! DUE DATE 5-3 -2001 Approved (n Approved with Conditions Not Approved (attach comments) DATE: n n 1 1 a•1111111•1111 DUE DATE Approved ( Approved with Conditions( Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff l Initials Date Issued Staff Initials Staff I Initials Date Issued Staff Initials 7 49-6/ - i -- 2 3 - C/ SIDS Summary of Revision: ,l�o e 7 y -t {.e--,- - 67r-Z -G[% - i .- .s �t - ,'� (n( Cs ?;-a�C e7 Received By: g S r4F,AeA a._ Revision ` No. Date ` Received Staff l Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Start Initials Date Issued Staff Initials Summary of Revision: PROJECT NAME: ? So /1/ Site Address: '5 5'. /.3 '`'` - Revision No. Summary of Revision: Date Received REVISION LOG 4 Staff ` Initials PERMIT <O:. t 0 / - / 0 3 Original Issue Date: d e/ Received By: Received By: Date Issued (please print) (please print) please prin (please print) 1 Staff Initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7//,11/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [ Revision # / _ after Permit is Issued Plan Check/Permit Number: DO/ /'- Project Name: S TT 4i ( i ! Project Address: !� 6 /,S S / .3 T71-- Contact Person: l l=/= -S T 4''S 0A/ Phone Number: ,706 4 / 3 i - S . 73'T Summary of Revision: Ph .SU /S r L. () /' f=L.00 Cur 77/ S Oi ' C / Sheet Number(s): j U t. '2001 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [VEntered in Sierra on I 1 ;71) C! Y ()F rLIK', ","IL; PERMIT CENTER 08/30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/a' / ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 „_ ❑ Revision # after Permit is Issued Project Name: F LEE STENSON CONSTRUCTION Project Address: 4515 South 136 Street Contact Person: Lee Stenson C A . ' of Tukwila De. ,iartment of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Summary of Revision: /2 V/ 0.0 A g e /14.6o e 0/0 AL ea e...a0 S 0,1 -y «v /544 G U.te / ,4 O77 -, Plan Check/Permit Number: D01 -103 0000 30 Phone Number. 0 /x'3 / —S; ,, 40' 4r- 4-7 dot,. Sheet Number(s): � ' 4-u/ —Z TV/°d (S/1 T l 0' c14 S 2=2_ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ( I ❑ Entered in Sierra on O - 04/09/01 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: DO 1 -103 ® Response to Incomplete Letter # 1 (j Response to Correction Letter # [l Revision # after Permit is Issued Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila. WA 98188 (206)431 -3670 SON r Project Name: Project Address: 45XX South 136 Street Contact Person: Lee Stenson Revised sheet A - 2 showing west elevation picture of door Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 Entered in Sierra on ' ' )--).- © t Phone Number. ✓- �S`" /S 04/09/01 ,�K JOB 106/107 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: 5 Plan Check/Permit Number: D01-103 CEI Response to incomplete Letter # Q Response to Correction Letter # Q Revision # after Permit is Issued Project Name: F LEE S CONS'T'RUCTION` Project Address: 4 Contact Person: .Lee Stepson Summary of Revision: , Certificate of Water Availability FORM H -1la Raised Contrours on Site Pan Pa e 2 Revised Site Plan Page 2 AQU .alculataas an d4agram Page A_? Cut and Fill Volumes Pa e C -1 Itea 4 flraina ,A 7ZAWEy4346.3 14∎•• Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5 - ` / I Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila. WA 98188 (206)431 -3670 dr t Phone Number. 206 -431 -5159 INCOMPLETE LTR# gam 04/09/01 q s i, 5. L t t 31- 34 ccoo30 -- 1 : ; . .�..._ .OWnefitifbrmatiun« .; -:,: n -- ; - .. .,.; ;;::.t c FIX§ilihfxeanf attprot o i*, ; � ; s ., ,, Name: j s Li' Name: F. Le €. `� c.��'t1L Address: 4s) • • Address: 1 513 I . Phone: C, 42 1 -1* --C 17 Phone: -yQ( 43) —St !„ This certificate is for the purposes of: ,,tszr Residential Building Permit ❑ Preliminary Plat in Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated numper of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility districts Owner /Agent Signature: Date: CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water. Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): The proposed project is located within Aden hone c90(o -a -4 15 1 4 - 4 ^ (Use separate sheet if more room is needed) A.enc /Phone Q LTR# (City/County) H -11 a PART B: (To be completed by water utility district) '. • The improvements required to upgrade the water system to bring i t. compliance with the utilities' comprehensive plan or to meet the minim sam requirements of the project before connection: (Use separate sheet if more room is needed) Bitgd on the improvements listed above, water can be provided and will be av ' le at the site with a flow of (a .gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 646401 Date PART C: (To be completed by gpverning jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project RECEIVED ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 met.tr`cw ❑ System isn't capable of providing service to this project. JUN i 4 2001 Minimum imum water system improvements: (At least equal to B2 abovel,, k;ORRECTIONI PERT CENTER Date Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: X Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: � ( ' �y 1 ( �' � Phone: 2i4 - •ZC; Property Address or Approximate Location: L) I J -}- Legal Description(Attach Map and Legal Description if necessary): •1—L -+t' 13' 41(,C' --(__ Lo lf I F3 K 0 c Yv\ac ndou. R e .k.,, Part B: (To Be Completed by Sewer Agency) 1 . tit a. Sewer Service will be provided by side sewer connection only to an existing (.V size sewer on foot- ho site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sealer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) 4 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C.) b. The sewer system Improvement will require a sewer comprehensive plan amendment. 3 . to a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: 1.r n &.. }- Fee. 86`' a. District Connection Charges due prior to connection: GFC: $ ,g t.) SFC: $ o�c�c � UNIT: $ TOTAL: $ i( ) (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required RECEIVED c. Other: CITY nc' tIJKWILA CORRECTION JUN 1 it 2001 I LT R # __ ___:_-_-__.__._ tXJ i-ic 7 PERMIT CENTER j 'WORKING TOWARD A BET? ... ENVIRONMENT" SEWER DISTRICT . CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY j i Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that th - above sewer agency information is true. This certification shall be valid for one year from he date of s' . - ture. By 14816 Mill.. ' Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3238 Fax: (208) 242 -1527 Title q 3Yt/2-a)' Juts 1U (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 and is currently $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 or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name F. Lee Stenson Construction, Inc. (Last. First. Middle Initial) Property Tax I.D. Number — 734760 -0030 Property Legal Address: Subdivision Namcadam Riverton Road Tracts Lot # Block # Building Name (it applicable) Property Street Address 45xx So. 136th St. City, State, Zip Tukwila, WA 98168 Owner's Mailing Address 144 SW 153rd Suite C (If different from above) Burien, WA 98166 Re. iential Sewer Use Certifik ion Subdiv. # 2 Owner's Phone Number ( 206 ) 431 -5159 Property Contact Phone Number FO6 ) 431 -5159 Party to be Billed E. LEE STENSON CONSTRUCTIO , ,IC. (if different from owner) Party's Mailing Address City or Sewer Distric v+ vat vue Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes CA No Type of building demolished? Sewer disconnect date? Residential Customer Equivalent (RCE) For King County use: Account # Monthly Rate Six Month Due Please check appropriate box: ❑ Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative F. Lee Stenson 1057 (Rev 7100) 1.0 1.6 2.4 3.2 Dat /3/01 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer CITY APR 0 PER" ;T C • Dt Cg 107 FtS2.5- 412.000 i&97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCa1 • FLEESI *122CA 01/25/2002 BEPEcTEVIIIDATE. . _ 02/01/1988 F LEE STENSON INC 144 SW 153RD STE C BURIEN WA 98166 Detach And Display Certificate Arr•Crvr.n 141■ ,. f . nnri Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 ACCESSORY DWELLING UNIT NOTICE CITY OF TUKWILA, WASHINGTON Grantor(s): Banes Roy Last Name First Name Banes Maryann Last Name First Name Grantee(s): The Public Assessor's Property Tax Parcel or Account Number(s): 73476000035 Ilk EMI 20010614000355 PAGE 001 OF 002 9.00 00/14/2001 09:27 KING COUNTY, WA Legal Description: Lot 2, Block 2, of Riverton Macadam Road Tracts, as per Plat recorded in Volume 15 of Plats, Page 53, Records of King County, . Situate in the City of Tukwila, County of King, State of Washington. The structure on this property is being constructed as a single family house with a legal accessory dwelling unit. The property owner, Grantor, acknowledges that under Tukwila's Municipal Code section 18.10.030 2. the following conditions must be maintained in order to retain the unit's conforming status: 1) The area of the parcel must not be reduced below 7,200 square feet; 2) The accessory dwelling unit may not be enlarged to more than 33% of the square footage of the primary residence or a maximum of 1,000 square feet, whichever is less; 3) One of the residences must be the primary residence of a person who owns at least 50% of the property; 4) The dwelling unit must be incorporated into the primary detached single- family residence, not a separate unit, so that both units appear to be of the same design as if constructed at the same time; 5) A minimum of three parking spaces are required if the unit is less than 600 square feet, and a minimum of four spaces are required if the unit is over 600 square feet;, ;'.t;cNED 6) The units must not be sold as condominiums. CF TUKWILA CORRECTION %sb Jdl JUN 1if 2001 PERMIT CEiNTEB Page 1 of 2 PROPERTY OWNER(S) Roy Ban STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me y + MI I to me known to be the individual described in and who executed the wit in and foregoing instrument, and acknowledged that h sh:g signed the same as his/he the' free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official se is /9 day of . 3 . 0 )1 ? L , 202 C N tary Public in and for the St Washington, residing at ' r •�, e �c `►` •< ' 9 4, C.• �'• My Commission Expir u 7,1'; • '� A Q\ • .:� • Page 2 of 2 June 12, 2001 Lee Stenson 144 SW 153rd. Suite `C' Burien, WA 98166 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -103 F Lee Stenson Construction 4515 South 136th Street Dear Mr. Stenson: This letter is to inform you of corrections that must be addressed before your development permit can he approved. All correction requests from each department must he addressed at the .same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Firc Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in Berson and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, kuaG� 441 Brenda Holt Permit Coordinator encl xc: File No. D01 -103 City of Tukwila 0300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3070 • Fax: 206- 431 -3665 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director May 9, 2001 Lee Stenson 144 SW 1 53rd, Suite C Burien, WA 98166 Dear Mr. Stenson: Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D01 -103 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -103 F Lee Stenson Construction 4515 South 136th Street This letter is to inform you that your application received at the City of Tukwila Permit Center on April 4, 2001, is still determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Plannin Divi sion: Deb Ritter, Associate Planner, at (206)431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 April 9, 2001 Lee Stenson 144 SW 153rd, Suite C Burien, WA 98166 Dear Mr. Stenson: City of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -103 F Lee Stenson Construction 45XX South 136th Street Building Division: Ken Nelson, Plans Examiner, at (206)431- 3670, if you have any questions regarding the following: 1. Provide contours on site plan. 2. Plan, foundation details and elevations should reflect slope on the site plan. Planning Division: Nora Gierloff, Associate Planner, at (206)431 -3670, if you have any questions regarding the attached. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 4, 2001, is determined to still be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Development Engineer, at (206)433 -0179, if you have any questions regarding the following: I . Provide cut and fill volumes, percolation test and water availability letter. 2. Provide a complete site plan. 3. See attached Public Works handout for details. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must 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 Lee Stenson April 9, 2001 If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, 461- Brenda Holt Permit Coordinator encl File: Permit File No. D01 -103 Permit No.: D01 -103 Page 2 of 2 GENERAL NOTES 1. These are the property of1.i,J and are not to be used for any other than the location shown hereon. 2.. No changes are to be made on these plans without the knowledge or consent, of the Architect /Engineer whose signature appears hereon. 3. Dimensions as indicated are the dimensions to be used for construction. Do not scale drawings. 4. No framing of any type Is to be concealed prior to Inspection by governing agencies. 5. References to any detail or drawings is for convenience only and does not limit the application of such detail or drawing. 6. Dimensions and corditions at the job site shall be verified by all contractors. It is the responsibility of the contractor to examine the existing building and all of the conditions prior to submitting bids to the owner since proposals must take into consideration all such conditions as may affect work. Discrepencies in the drawings or between the drawings and actual field conditions shall be reported to the Architect and to the owner. Corrected drawings or instructions shall be issued by the owner prior to the installation of any work. 7. All work, construction and materials shall comply with all pro - visions of the building code and other rules, regulations and ordinances governing the place of construction. It is the re- sponsibility of anyone supplying labor or material or both to bring to the attention of the Architect and the owner and dis- crepencies or conflict between the requirements of the code and the drawings. The applicable codes shall include, but not be limited to: 1,0 City Codes -City of iu� wlcA 8. These drawings do not contain the necessary components for con- struction safety. 9. Exterior stud walls are dimensioned to the face of stud, unless noted otherwise. 10. All gypsum wall board to be 1/2" thick, 0.0.0.. 11. Interior partitions are dimensioned to the face of stud, unless noted otherwise. 12. Typical studs at exterior walls to be 2x wood studs, at 16 inches on center, unless noted otherwise. 13. Typical studs at interior partitions to be 2x4 wood studs, at 16 inches on center unless noted otherwise. 14. Ducts penetrating the garage /residence separation wall must be 26 ga. galvanized steel on the garage side. There shall be no openings on the garage side. 15. Finish the walls in the shower with portland cement plaster, ceramic tile or approved equal to a height of at least 5' -10" (verify with interior elevations) above the drain. 16. Provide at least one exit door that is openable from the inside without the use of a key. 17. Provide an approved(non- removable) backflow prevention valve at all hose bibbs. 18. Bathroom exhaust fans shall be capable of providing at least 5 air chages per hour and shall be directly connected to the out- side. 19. Attic ventilation: eave and roof vent area shall be equal to t /150 of attic area or 1/300 of area: if at least half ventilation is in upper half of attic space, or as determinedby building official: 20. Provide a 30 inch wide platform, the entire length of the furnance. 21: Provide an outlet and a light at the attic mounted fornance. 22. All, Insulation shall be blanket type mineral fiber or glass fiber conforming to federal specifications. 23. Swinging doors to the exterior and from house to garage shall be fully weather - stripped. , P_(JFJ2-A1_ 4PI L/L ?EN40 14+ 4,w, •rc lAt46 24. All sliding glass doors and windows shall be certified and labeled to show conformance with air infiltration standards of the American National Standards institute, when sure differential of 1.57 lb. /sq. ft. shall be certified and labeled. 25. A certificate of compliance shall be signed by the general con- tractor, and insulation installer certifying tlat the insulation has been Installed in conformance with the current energy regular -' tions. Washington administrative code. Certificate shall be per- manently posted on the site. 26. Security Notes: A. Swinging doors; 1. Door stops of in- swinging doors shall be one -piece construction with the jamb. 2. The strike plate for latches and the holding device for pro- jecting dtadboits shall be secured with screws not less than 2K" long. 3. Deadbolts shall contain hardened inserts. 4. Straight deadbolts shall have a minimum throw of 1" and an err bedment of not less than 5/8 ". 8. Sliding glass doors and windows; 1. Doors and windows shall be equipped with locking devices and shall be so constructed and installed that they intact and engage when subjected to be tested. 2. Doors and windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. C. Overhead and sliding garage doors; 1. Shall be secured with a cylinder lock, padlcck with a hardened steel shackle metal slide bar bolt or equivalent when not other- wise locked by electric power operation. 27. All joints and penetrations, shall be caulked and sealed_ 28. All exhaust systems to have damper controls. 29. All doors and windows to be certified and or approved per standards set by "Washington energy controls." PUBLIC WORKS CUT AND FILL tot #1 Exeavadon ler foundation Excavation for drives and accesses FYI for ground supported slab FYI for drive access and related watln Fill fortandsespa arses Incidental fies(pravel for under slab,pipe beading. Mc-) Approximate c*d totals Approximate el totals on site Approximate imported material tot #2 E cavadonforioundidon Excsvatioatw drives and accssess FYI for ground muppo;ad atab FYI for est m acnsuand related waits Fill foe Wwbcaps area kncidanial 110(gravel undsr alab pipe eti) 112eubleyanis 53 cubic yards 88 cubic yards BO cubic yards 15 cubic yards 25cubic yards 185 cubic yards 165 cubic yards 25 cubic yards es cubic Yard. 35 cubic Yntds 74 cable yani8 35 cubic yams 17arWoyarrla , 2S,eubleyWr ;egprordrnabe as lolala 1 121 -sable yards Apprordu. rt fN "aft NI,' ion'ROe > 121 cubic yards Tod I yoitad nabrlal 25 cubic yards rical panel k==-=-= fixture J - box Ceiling light fixture Heat /fan /light '110V duplex outlet (note height if I other than 12 ") (� 1100duplex convenience 'r G outlet with ground 'fault interruptor 1 r 110V duplex convenience outlet under.or over cabinet 1/2 t outlet 0 floor ho outlet • 2200 outlet I1 Wall mounted light fixture 1 5„r Weather -proof outlet Single pole switch Imi (height 36' above floor) lF . . 3 -way switch I 1i �S 4 -way switch f� r fan switch heater switch weather -proof switch push button chimes telephone outlet • Recessed light fixture Exhaust fan Fan /light Heat /fan It�'a 11 hose bibb electrical meter thermostat ceiling supply register (C.S.R.) wall supply register (n.s.2.) return air grille (wail) cold water I gas .key valve smoke detector . .tub with shower head tub LOT# Legal description: I,OT l � Patoo1 2- of P' I vF fs -Tort MAC, APAM P TP�c P� PE iN V o-um s- i5 aF P.Ar° . PA-ate 63, P- e-c-aw9 of ;41 r.i41 0r'OT - ( Job Address: xK SS.136. 5j,Tuktnita, Washington Code Requirements: Building code: 1994 UBC, WMC, & UPC Occupancy type: R -3 Zoning: 7200 single family Number of Stories Split - level Type of Con V non -rated Square Footage Tabulation: Livable First Floor= 1,027 Second Floor = 1,338 Interior Staircase= (100 sq.ft) Total = 2,365 Deck = Garage - Exterior Staircase = Glazing First Hoop 1 ()a 5'-Cr 4' -0" Bedroom w 2 1 @ 5'-0" x 4' -0" Family I@ "x 6'-8" Sub -Total 122 sq. ft_ 445 sq. ft 69 sq. ft 20 20 40 iT sq -fL Second Floor Entry 1 (4)6'-0"x4 24 i (4/3'-6 10.50 Bedroom #3 I @5'4)",c4'-0 20 Bedroom 1 (4)5 20 M. Suite 3 (44'45"0 5' -0" NI. Bath 12 Kitchen" 1 @r-6"x3 10.50 Dining l @ 4' -0^ x 5' -0" 20 Living 2 @ 4 ' .6 "x 5 ' .0 " 45 1 @6'-0" l'-6" 9 t @ 5' -0^ x 6' 33.33 2 @ 3' -0 ^'x 5' -0" 3g Sub -Total 301.83 3b 1.83 %Glazing 1127 +1338 2.141 80 .306.33 = 73 4 fCct%''o3o Total = f I F r' T 2P 1� s 'H -T Ht»K ALE COPY t understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code o ordinance. e lReceipt kr. ^_vaedged. iractots copy P Date � #I Permit No �.... REVISIONS gTBC., SHALL BE M D TO C 1 . l WiThCU PRiC 67.5 f ?_ rU : A r lLCIN GV Al lP • GoN UI.TAI�T -r -e '24E-E1 TaITE-- f l.-AlJ y�G01`ID j-l�aC - fj�r :r t F- 2 Pt.Ar1 fat A. Tl art , rt,00p FPArf F-ooF F PAl'T �iTryll �T� rya L. i`1 o T as SEPARATE PERMIT �R FOR: Le MECHANICAL [fELECTRICAL [ ET GAS PIPING CITY OF TUKWILA BUILDING DIVISION , �� 2 S �G` 'env ASPHALT G Exi y- BUILDING SITE BENCHMARK: TOP OF 60d NM. IN NORTH FACE OF UTIUTY POLE. ELEV. = 94.1' (ASSUMED) I 0 O 0 0 to TOPOGRAPHICAL SITE SURVEY FOR LEE STENSON ' LOCATED IN -THE,. N. T .OF - THE 5 Fy . OF SECTION 15, TOWNSHIP Q3 ,NORTH, ;RANGE 4 EASfi, KING COUNPY, WASIIINGTOVi EDGE OF ASPHALT 136TH ST. EDGE OF ASPHALT 8" N89 °15'00 " E -' 180.00' LOT S89'15'00 "W 180.00' '(o,W. 24" MAPLE ASPHALT NOF» 5 O XI — 15" APPLE LOT .20 (2) 9 APPLE BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 45TH, AVENUE SOUTH, BEING NORTH 00'45'00' WEST. AS SHOWN ON THE PUT OF RIVERTON MACADAM'. ROAD TRACTS, AS. PER PLAT RECORDED IN VOLUME. 15 OF PLATS, PAGE 53, ... RECORDS OF KING COUNTY. WASHINGTON SSW RIM.. = 60.85' LE. = R.W. 72" PVC 73.00' I.E. = CL CHANK-L 70.86' L.E. = S. 12" Pv. 70.62' LEGAL, DESCRIPTION: LOTS I 2, AND 3 IN BLOCK 2 OF RNERTON MACADAM RJAD TRACTS, AS PER PLAT RECORDED IN VOLUME 15 OF PUTS, PAGE '53, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN. THE. CITY OFTUKWILA, COUNTY OF KING, STATE OF WASHINGTON:. R.O.S. REC. #8209289001. VOL 33, PG. 225 3 SITE BENCHMARK: TOP OF 60d NAIL IN NORTH FACE OF UTILITY POLE ON SOUTH SIDE OF S. 136TH ST. ELEV. = 94.10' (ASSUMED) SET 1/2" REBAR & CAP 'CNI 18898' GRAPHIC SCALE 1 " =10' These plans have been ie!aed by the Public City Departm� mauce 'CUrrcnt ' laity': standards:. A.eeeptitipeis subject ED errors ^ omissions which' do'nad Edio ciolatlaas of TT? the adopted standards Or ozKes ' alb I for the adequacy of the design rests tdtiUY \HIIlI T :sions 60 these dr-' aCETPuO<c - ;: d13 Final accepwnce tkePublic Wa6 A uL I rt s o DLL Bu TRENCH X- SECTION NTS .4 MN to -I(PP. 4 i ti} A 0_ nn t] ' 2 Note # 4 Driveway to City right -of —way' tie in. Drive to tie to existing city Paving wiibout interupting Existing drainage swale. Contractor to call for pre- paying meeting with Public works 48 hours prior To grading and paving. Lot #1 4515 so 136 Parcel 73476000030 All yard area to be Cleared and fully Re- vegetated with Sod and natural Plantings prior to Occupancy - (00:00 M r • ii r Ljpr T6 E- t Ell 2 10 /t cof R oof (.o're FIN. E L . - 8),5ry as avor .23 -R' Max driveway slope To be 15% Lot 1 to be approx. 8% ion' SPovTS TO £ D,aMEET /P O Boy- le ye. svv rp H 4 f EW �y ° WATER- 50/Z Lot #2 4513 so 136 Parcel 73476000035 /loo, 63O/J Roar * L0 1lt? FI0... .-P-. . a El,. +�3.o S Fr 5 T 5 Gatos S f (90.00 ooF .43 l f� } 46 g lee tr ti te a. pQO Gloss ao to. o At411 -Asr L E'L;hT�t�, Fp�vPt2 Fol. Ewa- w/ OVei. -Ht 4,2 ww - ar, 4 7 — l 3 ? Cp , - ET Max driveway slope To be 15% Lot to be approx. 6% ALTERNATIVE DOWNSPOUT DRAINAGE PLAN, PERFORATED TIGHTLINE WITH OUT FALL TO EXISTING CITY DITCH SYSTEM. 1 8" min ▪ ._I0 41OJLDEl2- ; ZO pawl N Ic 2ov -ro N pp P.--17 24" min TRENCH X- SECTION NTS PLAN VIEW OF ROOF NTS ', random fill filter fabric 4" perf'pipe 1 /2"- 3 /4" washed rock slope J / level trench wiped pipe hAM IL PfloM tpp.o-fltit` i tiE VIYIi`r� 3�o -1 MGM ..N Pl.p 1)r 11 ce 9 -rwo ( (1- ( ' 70 _ r?+± az B '7U _ePl* ZPl -0 Yil(7_, 1- t non_ llr4E c4;117 p -z-. ABao�E L.ipE op av P P• .3•{. AtO4randmk9Mes OsiloOlis maotlem rLa2 feotebose)lemotenio! ahioki<peeemaerler Wsa4,e earyp.timdtkhe84q{rrhiehe�dmds ua gk d bordneaedmmer99.e. n.dr9ss KuP c s ,3R WR `madrsey.vmtinseriaaisrrberimfa $e cieeoseeebao.imeireprliMer: bc. 39. 349991oe0991169999.49 babf'aoppewdfdeiow.w4o dprairie doe..944.9116tions as mtpeseddowed/Saappmwd ' 40. P ONObeOwed web sue e.mp m,de•kpw•d ll tarn 41. 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ADOt 2" IN DEPTH..' f944 '2c - Tp-Ocar7 y � r fc,rr fr; 3. I p OW. TrU FILE copy il�r?data that_the Plan Check approvals rs aid emissions and approval are of g1aFlSs "cmt autnonze the'violatian of any Qptadt f pyle or ordinance. Receipt of co t7- 4o approved plans ac(cnowledged. 1`IEP'- 70 6e; ?I NUO.$ , ... L — — ic•' aanv,nc �,� > PERMIT car, STRUCTIiRA!. NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. JIVE. LOADS. ROOF-- - - -- -- 25 PSF FLOOR 40 PSF LATERAL WIND --- - - - - -- EXPOSURE B; 80 MPH SEISMIC PER ZONE 3 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED, GRADE. COMPACTED 'FILL. COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5% PASSING A #200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM, HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS & 4 INCHES FOR HAND OPERATED MECH.,NICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -698. (STANDARD PROCTOR TEST). CAST -IN-PLACE CONCRETE. F'c = 2,000 PSI @'28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88). ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PPRESSURE TREATED SILL PLATES TO FOUNDATION' WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE PER U.B.C. SECTION 2907 (I). FOUNDATIONI WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP PROOFED WITH A HEAVY BODIED ASPHALT BITUMINOUS DAMP PROOFING. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1992 EDITION) BY CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A -615, GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 115 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES WF.I.DFI) WIRE FABRIC: WWF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8" FOR 6X6 MESH). LOCATE WWF 1-1/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. WWF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST. EDITION. PROVIDE CUT WASHE RS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST DOUG- FIR/LARCH #2 —Fb = 1250 PSI 4X BEAMS DOUG- FIR/LARCH #1 —Fb = 1300 PSI 6X BEAMS DOUG- FIR/LARCH #I - -Fb = 1300 PSI COLUMNS DOUG - FIR/LARCH #I - -Fb = 1000 PSI LUMBER NOT NOTED DOUG- FIR/LARCH #2---Fb = 1250 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE 25-Q. PRFSFRVATIVF. TREATMENT : ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 11 INCH OF CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE TREATED WITH A PRESERVATIVE OF ACZA OR CCA. LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA C - 2 AND C - 9 RESPECTIVELY. NET RETENTION FOR LUMBER AND PLYWOOD SHALL BE 0.40 POUNDS PER CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY; 0.25 POUNDS PER CUBIC FOOT FOR EXPOSURE TO WEATHER. IF TREATED WOOD IS TO BE PAINTED OR CONDITION REQUIRES CLEANLINESS USE PHENTACHLOROPHENOL WITH 0.40 POUNDS PER CUBIC FOOT FOR LUMBER ABOVE GROUND, 0.50 POUNDS PER CUBIC FOOT FOR WOOD IN CONTACT WITH EARTH, FRESH WATER; CONCRETE OR MASONRY. WHERE POSSIBLE PRECUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PENETRATION DAMAGE, FIELD CUTS AND HOLES IN ACCORDANCE WITH AWPA -M4. FLOOR SHEATHING. SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING. SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH l0d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS: WAlll SHEATHING' SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0 PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED-LAMINATED T MBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv =165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING. PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 165 NAILS AT 6 INCHES ON CENTER. BEARING WALL, FRAMING. ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 165 NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. u • ./ W I • I •• • `I JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH. JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER.' STRUCTURAL ENGINEER• ' ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.13:0 APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. Rewsi NIA tt matiE e GIL - r P-- w6PD FFrT y•63.It'4 rhfz T. 3k�u 1IGI s.+ . T`o IA W7. 10 WA FfPwt' MENIP+P,&S j 9' *° 0,er P-Y 4L WAL- L. 4 9E-GTION I \N .L , A FINISH OR 3/4 °. PLY FLO RUB PLR JOISTS PER PLAN fr. RD. 2x4 •• oc 6x' HEADERS PER PLAN CLR MIN 3" -AA . 4 0'r1*c, IV: G , G ,�I���cTtlOj�z SPF.CIAI CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. UNTIL THE CONTRA MA CTO SHALL PROVIDE ADEQUATE SHORING AS REQUIRED AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHAI_, VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. W1 b/PakPE khpt vT AMP. P ctof'ai w/ 30 IIx FELT INT f''VEAVl;D v/ 'V( w� INL • w/ %y GtP, f3D, NOTE; PROVI TTYt 3JDER VALLEY DE FLASN N& FELT Q Y WIND BAFFLE 2 11111 ` P / / SCREENED PER UBC 3205CC1 g On Hi ** 2x BLKG Ix FACIA CONY METAL GUTTER SIDING B• BUILDING PAPER SHEATHING PER UBC 2517(g/3 2xb STUDS • 16" oc R- IB. INSULATION c/ VAPOR BARRIER LO G-(P, g