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HomeMy WebLinkAboutPermit D01-252 - VINTAGE HOMES - NEW HOUSEVINTAGE HOMES 4938 S 114 ST D01 -252 City of Tukwila � (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 334840 -1691 Address: 4948 S 114 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: VINTAGE HOMES 4948 S 114 ST, TUKWILA WA 98188 LEWIS DEAN 16831 NE 159 PL, W00DINVILLE WA 98072 DEAN LEWIS 16831 NE 159 PL, WOODINVILLE WA 98072 **•*k *k **** ** kkk *•k * *k*** *:k *** ** ***k•k pick * * * *• kkk * **********k*kk*k•kk*kk *k Permit Description: CONSTRUCTION OF A NEW 2,263 SO FT SINGLE FAMILY RESIDENCE, 440 SQ FT ATTACHED GARAGE AND 208 SO FT UNCOVERED DECKR AREA PUBLIC. WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, ACCESS, LAND ALTERING, STORM DRAINAGE, 3 /4 ".`:PERMANENT WATER METER, TESL, AND STREET USE FOR UNDERGROUND POWER. * * *•k * * * * * * * * * *•k * * *k *kk ****k** *** * *** *** *kkk* * * *** kkk* k - k kkk ***•k****k*** *•kk•* *****k* Construction Valuation: $ 205,277.22 PUBLIC WORKS PERMITS *(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 .Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 125 Fill: Landscape Irrigation N Moving .• Oversized Load: N Start Time: End Time: Sanitary ..Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm :Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N *** * *k * * ** * * * * * * * * *k * * * * * * * * *** * ** kkk*** k** k•k*k****** *kk ******k * *k *k* OCCUPANT OWNER CONTACT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: Sewer: Slopes: TOTAL DEVELOPMENT PERMIT FEES: $ 3,070.63 * * * * ** * * ** *:k ** eft *** * * * ******•k *k * *k **k **** kkk ** Lek* * * k** k *k * *k * * * * *** *k *kk *k*k** * * ** o Date: 1�� Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: N/A East: .0 West: .0 001 -252 ISSUED 09/14/2001 0 Streams: Phone: Phone: 206 -786 -4634 50 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p +mit. Date: R 4d9 Signature:___ Print Name: DEttO Lco 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. er mit No: DOi' -252 Status ISSUED Address 4948 S. 114 ',T Location: { `Meter: Type =: W { aver :Meter . S tiu ant i t�ji': Work: Ord ' r:'No�: In stalepos n sta.i i." :De:p i t ar` } r vi 01 Fee.: <.Ins Act i on. Fee:: e t c . {. WATER METER :SUPPLEMENT DEVELOPMENT PERMIT Applied Issued WATER METER' C ia'e'�i'rlk ;f Yet: "s4nk i fik ;.ti ;.;i. 14, ;F_ -Ar, Addr S 114 ST Suite: Tenant: hype : .DEVPERM arcel. #: 334040 -1691 CITY OF TUKWILA Permit No: DO1• -252 Status: ISSUED Applied: 08/10/2001 Issued: 09/14/2001 * k* A * * * * * * **** * *** * * * * *** * *A ...•k *•k *•k * * * * *A * erm.it Conditions: ,'.No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. Engineered truss drawingsand' calculations shall be on site and available to::, b u i l d i n g di ng inspector ' -f or ' inspection 'purposes. Docu)nents shall, bear the seal and signature of a Washington State Professional . Engineer. Any exposed,:.insulations backing material Shall have a Flame ,Spread Rating of 2:5' or less,, ; and : material `• shal l bear i dent i:- ,the fire performance rating thereof. ( Al 1 construct i on " to .lie done—in conformance with .approved. P 1 ans'r requirements of 'the Uniform Building Code' (1 997 Ed i t`iOon). as amended, .Uniform Mechanical Code (1997 E d i t i o n ) , , nd..Wash.ingtonv °State Code (1997 Edition) lAumbing : r.{ermits shall be obtained through the Seattle-King :runty :' Department 'of Public' Health. Plumbing will be inn's{ eclie.d. by:' that ; agency, Ancl,uding:;all gas piping (2`964722) _ . ;a,1 id i ty of;. Permit.,., The issuance " of a permit or approval p'1anst, , s0ecifi cat and computations shall not be '' con- strued, be aY permit-- for's`=or an approval of, any f'any.. o the pr ovi s i ons of the building code or of any ?der or drinance of, the juris iction 'No permit presuming t g ;ive authority to violate or cancel the provisions of this cb,de sha 1 1, bid valid. Electrical , ,permits shall be obtained through the Washington State - Dl,v.isionJ.of Labor and Industries and al l:.electrical., ;:; worIi l l be inspected by that ag,ency' (248-6630). There sha l l be no occupancy of the building(s) until the f i na 1. on has been completed by the 'Tukwi l a B u i l d i n g Inspector All perm:i'ts, 'inspection records, .,and approved plans "' shall be .available.et, the job site .prior to the start of any .:con- struction . These documents are to be maintained :: and avail - 'able until final inspection approval , is granted. :Contractor shall notify Public` Works Utility ° Inspector at 206-433-0179 of .; Commencement ..and completion of work at least 24 hours in advance. • Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities , 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection, 13 Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. Any material spilled onto any street shall be cleaned up immediately. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER. DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN '2 . DAYS. ;COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD ;I4SF,ECT AND,, THIS STABILIZATION WEEI.:LYAND„ IMMEDIATELY.. BEFORE, DURING AND LO IMMEDIATELY FOLWII .. FROM MAY I THROUGH t EP 30, :INSPECT:AND MAINTAIN EMPORARY.f;ER.OSION x PREVENTION AND SEDIMENT Al` LEAST ONTHLY „ LL D,rI STURBED AREAS OF THE' 'S I,TEy SHALL BE - -PERMANENTL Y SIABILI'ZED PRIOR TO FINAL. CONSTRUCTION APPROVAL *' r^ � � . erebys der Cify ` that I have` read these conditions nd wi];1 ir e ply ,th t i4 - 1)i :as ; outlined . All provisions of law and ordinances governing ii:s word wi l 1 be -compl T eti„ with, whether specified herein or nod`. he, gr'a'itingof. this perm "'z doe's not presume " to give authority td. i o,l a e: or . cancel the ° pr ovi s ions o,r- -jarny other `work or local law Ogulo of :"work. . ti ..,.,.... M .,.:.awu.su Aro .,3.. 3a.x .ir!..i 4r:A Project Name/Tenant: vIt.111 E.. N0 4ES L0 5 fa,� U^rr3 - -eR3 Value of Construction: 60, t)(9d Site Address: , 5()X S• 1 City State /Zip: - rUKtwluk wry. Tax Parcel Number: 334R4o- 1C ?( Property Owner: D N pis sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 7....48 sq. ft. Uncovered Deck Phone: 206 78 4434 4 Street Address: City State /Zip: 16831 N.E. IScPP1 we) oD►uvr (A44. 9 072 Fax #: 425 4/S 4.0 z5 Contractor: * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: Street Address: City State /Zip: Fax #: Architect: n Z� Phone: 206 .362 24/2 Street Address: IL43 Etta /S2 6T. Sa:L ts City State /Zip: Seiliat ail 48 /.rf Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: a et.ter Phone: ZA4 781 44,34 Street Address: City State /Zip: Fax #: Description of work to be done: 5 1&(6 LE FA AVC.1V 1ej¢o10 .e.e Type of work: rallew Single - Family Residence ❑ Addition - Single - Family Residence • • ❑ Interior Remodel- Single - Family Residence CI Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Triewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 22,63 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 7....48 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) /7% *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. Single - Family Residential Permit Application CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: d'Cut / 25 cubic yds. 0' Fill SLR cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - in all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: PPLICANT REQUEST FOR,PUBLiC WORKS SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING (Addltlona/ reviews shall be determined.by the Public: Works Department) D ate application expires: ? ' - / )' -1 1x? G?` PLEASE SIGN BACK OF APPLICATION FORM .1 SFPERIVI 2/13/J7 • ri _OR STAFF USE ONLY Project tvumber: Permit Number: • b 1 z sz Application taken by: (initials) BUILDING O ER OR AUT!D AGENT: Date: 8 f � 4, Signature: Print name: DP.A0 LFwis Phone:20` 74J Fax # /25415 GOV I-NA Ro Address: tan lv. E js�1 P/. City /S t�tip • ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS MUST B • BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE RE9UIReD Bl� pit BUILDING OFFICIAL t A IX DRAWING SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED 1711 ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contapt,the,Public.Wprks Department (206) 433 -0179 for servicing district. In In Certificate`ot,gGiVer availability, (F9rfn� FI '1.1 Contact the Public Works/ Department (206) 433 - 0179,for servicing district. ❑ ❑ ' Mefrd: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑- ,King County Health Department epprogal ,forseptic v ,296 ,7 "' Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). .Z..P road. `t • . 3: DriveVtaSi focatioh- driveway shall be 10' wide minimum and 20' id we,max.imum. If driveway is over 150' long, driveway shall,bec20' wide ari ye, approve ,dlurnaround`(CityDrdinanda 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, ,,.. N .downs ,outs ,and,foundation drains, and where drains tie -in. , 7::Parkin 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.,trges that;, re, located jn'sehsitive a'ke'a attd b uffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ` ❑ ❑ Building liteigfit ❑ ❑ Building cross- secfiotn ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". SFPERMIT.DOC 2/13/97 Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer,; or contractor licensed bythe;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 part of this submittal: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. `117 • • ." !"'.1 V:4. • , .7k1, , lk•It9e*,- 4 )*:*151 / S`1 4 !0 Ikl ITY OF U WILA,. WA , TRANSMIT • . it 4. ic* ir****4**41.* iric4 it4s144r iv* *4. ** * * *** * *31* TRANSMTI:Ntimber: R0101214 Amount: 6., 828 09/14/01 15:02 Pciymenf Method: - CHECK Notation: VINT ACK HOMES In it: '''''::: 'D01 ,•': ••-.. :.DEVPERM - DEVELOPMENT. PER MIT ,:..,P.447.clel.. • ' - ', • . • - - - - • . , It:6.:fkr)tiritils::,- . 4946- . i$: , 144 ST. - • ., - Totql Fes L':• L. . '7.0338.53 .. .. -...,..',.•••••:':.,... „ ..... • „ . .. : • .. , • , .. :. - - '.1..i..: ;i1L(yai,en.t:.•• -.• -••:.S.L :. Itital 'ALL, Pmts t.' • 7.', 838 , • : ..:,...,.., . ::: . - ::..L.... - •'.,.H . .-:••• .•.0a14rice: :, • -- • H' . - ..00 *4:,44,41‘..4.,04k4 ik. A ic.k*..*.A t..ALA ,it44 ar.,L,i**,s ft . ...., .. 04:.punt ,Codi.2::' -i. • . • ...0eIoT:l..pt low -. • . Apo unt 0:,0/..422, : - •-H•.'131.111„•DINO. ,- RES • - .1 1 5875 . ' 00/345 .830 •••''Lf,::' ..-. PLAN ' CHECK': --i RES: . •. •••2113 . .4 . . •,,.„,,,,,.• ..• ..., , • ' 00/S!.,4P..830..., - .. AN. CHECK' •-.. LIT IL I.TY. . • . ,, - .30.00. :0043,45i,,..830.•:•• .,..-:..,••:„PLAN-PHECK ''.- WATER MEI ER •-. 10.00 000/..386.904,,• . L .:: , LAUILDING• SLIR CHAR OE: . : -•• .. :1,1 .50", 0903,12..400 - :... INSP:',FEEL -'UTILITY. •• . , • -. 30..00. 412/:.142..4.00:' -,..: •, • .- .:INS.P -FEEL '- '•,STORM . D.RA IN ., - —15,0.0 'i :. ., `:`, — SME/ HS . e - • •' • • 20.00• 401738E.102-::• i : : WATER CONNECTION . ' • ,-. • .60.00, [40.11 520 ' • WATER- LINSTALLATION (DEP ) :150,00. ,:i4 • ::,,..:,- -0.ATER i INSPECTION .F 15.06 .EE: . - 01/S4Si.. :...:•.:' .. •: :. ',,-: :-:•••••' •• ',:... - ' .•.'...,25,..',Lpo ‘,4 :. -,t 14 ATER Assts$ , -R v 14.v :- .: , .. -...-. . :60,...i....:14 .: ,... ., LN.D.'.:0LTE.R.xos • .--... . • 54..3..9. ,....• . ' 1, 00p . 00,,...i$00•::. - L L*; . ' ....':::!:.:. . . - :.: . 1 1 . :: . .O.D : ::::9 , 1....■ . .:Eg: t4 6 ' P.: ( A. 14 • clic.K-...,?24:,69/1.e.:97aN .,'. 5TPTAL 28,59• .. ‘. .. :... ' ' ••• 1 r P' • '4'01, • .'• • ' . • • •• • s,,k,•: t .,myth .... . i;� * s1*. k*** 1f*.4* *. * *4i* *i,oJ� * *.4*:l * *::k':L4,* *_fit * *. *.4,l4 *4 * :1 *3c. * ** •K Nl(' Re:printi::-•0113/1o,/,01:: 14.:.22.. TRAi4riiIT.: +� *: *,4 * * * ** * * * *: * * *4* *. * *; *. *: *' * * *, *�i.,t. od * *. * * * *, *.* * * *. * * * * * * ;( *.� *� *. * ** RA NsMI i' wumberc R01©;103G ; Amoilnti; ,•:[..009.94 .08!1'0/')1 .10:,20 Pa;i me►`nt Method CHECK.. :i CitationM.V] :NTAGE. HOMES ]: SKS• • . ` Pr�rtiit:,.W.a . D01 ,2 52 :Type: ,1?EVP.EFt14 ' DEVFLI:(PME.NT 'PERTM] :T p ar c el i�;o '3 1.6'91: i. r+c.a't,i:on.'; NEXT: TO '4'`.9,5'0 S 1.'14.. :8T Total l Fees.: 2.568. '19 This Payment i ,009.94 Total ALL : Pmts :' 1,009.94 Balance: 1.5F;8.25 * ******* A********** 1%* W*****. A* %4** ** * *ti\*** *****:t Amount: 1.,009.9 i '.. - INSPECTION RECORD , i Retain a copy with permit . - • INSPECTION NO .,, ' :' .. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - : (206)431-3670 Project/ k i p Ad s , c instructions: Type of Ins ction: ' Date call :f -7 0 Date wanted. Reque t r: RI Approved per applicable codes. L j Corrections required prior approval. •-• COMMENTS: (l o f1 7;OALS . 0114 , • . • el / 7 - t 1 c1 - 14-tp le C,.. k 7) Date: — .2..2. $47.00 REINSPECTIOt FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' • '.'L 4.4 .:44,qc , e • ,. . '• • • • • , • ■••'••• • , .Lkuv11,1^4Lid..4:;.4e,' 4eise`dt,,, z Z re -J 0 O 0 LLI Ill I • ui 0 • • • < co I w z 1 z ai '0 D. • I-- w u i I 0 I- LL Fa ▪ Z 0 I— z P of ct: I jl rte, Type of Inspection: � i 1 „ o... Act e / g s 1 f u S1 Date called• V . Special instructions: Date wanted: i . " . .a.m. Req ter: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Q t(s ct _�-o �t �L. y �. INSPECTION RECORD Retain a copy with permit INSPECTION NO. Approved per applicable codes. .00 REINSPEC 6300 Southcenter Date: — TION F E REQUIRE or to inspection, fee must be paid er Blvd., Suite 100. Call schedule reins S Corrections required 'prior to approval: Date: PERMIT NO. (206)431 -3670 i,4 i;;t i , 4:4:4,yH 4.:s4A g +1 "? % k'a';Y;ie. , «144 `. iff :v:.'# Q,,h4c.1 141:111..V.4‘1 r�'2 Project: Vi fl ivoie. 1-10 , e, Type of Inspection: r J ElvaI Address:, lg!' 6 s 111-1431 St Date called: 2- 25-62 Special ins Date wanted: a.m. 2-26 -02 4 Requester: De an Lewis Phone: 206- win INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTSt. t�. a- 1a -6J0 t -1-1441 oti r� t. ,172 WthI) 2- 4,/Lt. / ?(A/41/) 2 - 4., .A..P y =84 �a ( /o; '4'ihcL! &/c)e , ( /002 t .J9-r vP 'L - l40 $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: .. Date: PERMIT NO. (206)431 -3670 :i 'd;rM ', i.;• b, r. rii ;;4o +�ri:iL °.,1,iu�»°cllzii.• ?:. 41 u `n]:: Project: V infc g e Horne Type of Inspection: f ewer Address :� }' g - I (4#k . Date called: ` of Special instructions: Date wanted: 1 I a' a.m. p.m. Requester: man Lewis Phone: 2" _ -! g (, 4 314 INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4Xi•':Z.�t: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: t/''1 . 0(1 -USd .F11 499 o& T-24 t 5 \p'■ O tiikoi Gt.,. Inspector: Date: 4 i $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: 61:U di. ;L rc W, 6 m. J U 00 CO 0 • CO , I•- WO g Q — a Z �s ZI W • W D 0. U N : . 0 I-• . W W H V . u- O: iU Z' • N Z Project: V IOC Cr 4 TIV U ' 2) Type of Inspection: CO M p Address: 4 g S , isi ci St .-- Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: . . i; �N.wU.w.h't,�',��.� }�;+1Vr)iJ %L a *�•�'r}FVnFn�i•�:ti;T`. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 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. COMMENTS: 1%. !t/& ( (*J u w�nc. Inspector: Date: t � t / 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .- w::�i.��u� }.si..n r� �S3Y�. it' r.. �!' i6ii �l v w•w F , , t j:�'� 1 �: . COMMENTS: •,/ /, / i lf ' ,c....g........A .fie.,--k- ,„,, //,,,,, ,/,‘ (5,,, e ' c. : ., 041/4 . ` ( l S7) p t Special instructions: 91,)16, 6 pOaQ C. Crap Ad ....4t• - Airthi (ert/fd C Ill wo i 0,r— • w i c .Q. Q 9.1‘ C f 6 /(12s ail—. .0t4 t 4-x • Project: ' :' .:. Type of Inspection: {) Address: ` : Date called: q l ei l Special instructions: Date wanted: if, t u 4 a.m. p.m. Requester: ! _" �` �. Phone: h •r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd, #100, •Tukwila, WA 98188 (206)431 -3670 0 Approved per, applicable codes. n Corrections required prior to approval. Inspector: 6J Date: 9 • El $47.00 R6INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: �ro+ fi�1•' '?i { t `7 �F�V: iI Z �w J O O. • 0' co w W O. . ZE-.. Ir- 0: Z ^^ N ': :CI w 1-- V LL H. • —O Z • U = O ~ z -Receipt No: Approved per applicable codes. 44/1--a-7 ts, • INSPECTION RECORD Retain a copy with permit '' INSPECTION NO , • .CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 9818 Projec : 'Addr . p.567 - 47. , e ( . :Special:instructions: • , Tympflospection: 1 6 . 7bie ea/fa- • /1. Date called: 42-07-e/ .....11■ Date w4nted: Requester... pri) 1/68 Y Corrections required prior to approval. Date: / / 0 ,$47.00 REINSPECTION -FEE REQUIRED. Pri r to inspection, fee must be paid at6300 Southcenter Blvd., ite 100. Call to schedule reinspection. Date: , ,„ • • • „ • , • PERMIT NO. (206)431-3670 C 7eCt : / „ / J of 1 spe tion: t' v:706 ra qi /437 5 / 4.51 Datf al le Special instructions: Dat ant d: R ster: �I _CI r\ P w '75 (0 r Lf iM �+�."kiti•:w:,c:c.s;kia 0�+: ihtx:'«u INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: f Ins ector: D t 7% ri $4 .00 REINSPECT! N E REQUIRD. /or to inspecti n, fee must be paid 6300 Southcenter Blvd , Suite 100. CaII to schedule reinspection. Recyi No: Date: Corrections required prior to approval. W ' re n 00 W = J cn u- W 0 g Q N 0, I.W Z ZO 0 11J uj o f W LL ' O tll Z ' O I' . Z P oject: 1 17{zaePf, Ty f Inspection: cr '( '/4 J A ess: I I t t" Si, Date called: ilit2g /0/ '-'-`, Special i structions: Date wanted: i ! ffry .m. p.m. Req ter: Pho e: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: C4 o prn (IPL Inspector: eQD Datg. f1 - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 3 utk"�.+e:. , y.• , a' eta_ wa. �` ni" H'. l�' ��Y: f:+f•;+a r�. t�e�iydr4����: �+: C''. 7tvx[ 1��. 4 la. i:. a ,!'S�'v:MV.ti"^..l'3r" + . �''�1^':1?; un� p: " „R �i'... ' 11i' it+ro z 1 z U ' U O co o w - W u_ W O LL Q . co 3 _ ' z � Z O O 0 I- W W '. I u. O 1 ..z U 1 O �'.. z ' • . ••••• • -1 : , • , ;INSPECTION RECORD Retain a copy with permit INSPECTION NO TY DIVISION • , 6300 SOuthcenter Blvd, #100, Tukwila, WA 98188 Appitived perapplicable CPMMENTS:.' • ••• fOUt',OL \*.to &.5 • • -S KcA rInre 5 TY\cuCt Corrections required prior to approval. Date: I -27 ci 147;00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid Southcenter Blvd.-, Suite 100. Call to schedule reins ection. Receipt No: Date: , r = • z re III cow WI • u. w 0 • < co • I- la Z I- 0 Z I uj W ai F- - 0 O 1— z Project: VI Aka(' e 1 S. Type of Inspection: t um P Addrgss: 1 1 !, 1 �y I 7 Date called: J, g I c' Special instructions: 'au �`1 ire-1 o jr 1 n Sl fled (,Jcc`�E f Date wanted: Re , nester: I n iecuI_ Phone: C c7ZL ) 7r6f v65 V. YSnU;' XNrwuMi l��iu11iY1Ei:'�::Ar1�$r.�vC.it H/I: vk INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 111 1-t 3 /0 t t 04-4 t e6( ( s {o r ( oataik s 1 4 % . Inspector: 6 Date: 111 0 $47.00 REINSPECTION FEE REQUIRED."Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No:..... Date: A. i '.�.` .:`�:.... "•�7' y ?: %'aa�F.�( - �..:r 11 "' :Cra4:. ..},. r.�.:,, ;v:t`.•a;;iii`. ?u�:i:~" iii:" �;. m"�.�rbfi ?t�4;::>a�; • Z mo w :. QQ J U : 0 O: • w= . L wO • Q .Z d w _ Z Z w . • U � CO Y .0 H.. w w 0 I w l Ill Z` U N Z Project:I. v V k v . Nieet,e5 Type offInspqction: i i S ear Woi; Address: i l 'Aq 4- 1 S ) \ L i S+ Date called: 1 Special instructions: ' Date wanted: 1 t'lq'°1 IC rT111 : Requester.---- Phone: • ' th'4,Vait .4* INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 06)431-3670 COMMENTS: Co( 2ht — et r Sbo rA f W •-• it 1 - no to Ueeif C.,(4) ,oca 5 Approved per applicable codes. El Corrections required prior to approval. Inspector( Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: I -) ! -e C. I'lI CO G'. t r Ver I '(`e" 2 1St I nor , v' LUcL1 - j k " 1 xr go Uhr, -rf a$` 10' C)oCb 3, t re \-) ( \o .. lrrt; c o-1--- d v-t S h� 06- �- -e Inn r L L L i N(- I rls 4 ■04- r :lave Uh er bg At S•) .- ) 4 (II or - 0NrU C 'EC l ( or '\20%42... (,) r o u \ . -\ s s , f S L AI N. t rOCthr� :..7,1 �rc)v k �?►nc Ineprrot �'E4Ai ( s 4v AY \SS At-Wrot4I) . Pr a itteta, Type of Ins ction: Addr Date called: 1040/ 'S ecial instructions: p Date w n a ted: a.m. I ! ' �I Req ster: �-/ .,(.0;s P one 7 „ . „.... 4/(039 5."[JP.Wibn� i•'�1 + iti.' s). fi; r2L;>' idir. ',1;'r't:'U};S.�i�i;r %.7XSi1' Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: Do ras PERMIT NO. (206)431 -3670 Approved per applicable codes. tg Corrections required prior to approval. Inspector: '12 Date: 1 7� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W ' r QQ 2 m. .J U: UO CO D ': N W. LU W O u. ¢ N d: = • W Z Z O W W � p. 'W al 1-- • U u. g Z L L I H S+. 0 ,Z Pr lI r o T of Inspectio : ei,N12.ct v- k)a 1 i Mei 1 )k Ail ?N g 5 . lig s _ DI Special instructions: . / Date VN.tqd: / p.m. Re er: Tha n Ph—e: ... • • . • INSPECTION NO. Inspector: ! c ' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Sbuthcenter Blvd, #100, Tukwila, WA 9818 A, proved per applicable codes. Corrections required prior to approval: COMMENTS: L Gctrore, 1 od-erA I esrci DOPI I . , .. tt-e.. OtAc hor \06145 •E' v tor YkO I fen h 0 ) - 0 IL. 1-e ss 1 o oue OA QJij PERMIT NO. 2 S (206)431-3670 Date: t Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6 3 0 0 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • 4 Pro ect: ' �i� �� S of I ec n: opt- 3�oahu. Oat AP- 14 1 4 . 6 �6 5 114 (S Date II d: IV of Special instructions: Datema , f) . . Reg er: all Pho� A --17)69--(410514 1 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS: actor Gib Date $4 .00 REINSPECTION E REQUIRED. Pri r to inspection, fee must be paid 6300 Southcenter Blvi., Suite 100. Cal o schedule reinspection. Receipt No: Date: Approved per applicable codes. Corrections required prior to approval. 'e is %isti °:XdeEC " : ii$n"vfY • Q Z 2 ~, U O : I co o N w; w= I— N t1 - . ilj g -J U �. w. Z �.. ZOff • 2 D U �' = w: � p _ Off': Z pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: U1114—age /-P_c S s s ijgS, Special instructions: 't& Type of Is ectl : an & S7al s //,h ir Date Il /a ' 5 t0 Date wa ted: /D/Uof Requer: COMMENTS: 4 0- o . ' t / " l ' # 7 e 4 P • . / In •e err 7 Date: $ .00 REINSPECTION F E REQUIRED. 6r to inspection, fee must be paid at 6300 Southcenter Blvd , Suite 100. Cali to schedule reinspection. Receipt No: Date: Corrections required prior to approval: •`,!.x $hrei "WO :'Ai`f. a: '544i4.4'. a+i Project: 1/►n - fige F rneb Type of Inspection: s aka/n Address: y q % S , j l q-t " S-fhae Date called: 10/2 /v 1 Special instructions: Date wanted: 1 0 / 3 / 3 p. m. Request avr Lewis Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 '3 1'% , PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 10lf D 5, r �b Lit; Leto 6ccne.A 1 S, W c 0-Lir....4 Inspector: Date: 1 v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tieesL' :.(1.'.6•:r n7:yi S l G3i5yat:Uxz�u`wtUd:r:'.:tiw ;r Pr e I ;��;:fso;; :, e of lnspe lion Ad ess. •.' Date called• Special i?istructions: P o @' 1 Dced-p-i Date wanted: � ,) a ( r p.m. Re ester: � LP ,,ril I--� . is Ph„ (.4 e— Lf R3q oda INSPECTION "NO; CITY OF TUKWILA BUILDING:DIVISIO 6300 Southcenter Blvd;: #,'i00,.Tukwila, WA 98188 Approved per applicable codes. Retain a copy with'; permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector -11-2 Date: 9_ 0/ 11 $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: �� ' . ��rbiT' is �`} �h' i9k�i' �i3�i •Ydt�;+;.'�''.iii'�tt�s ":!;• ^•1a>uD':57�� "'�:.�`,�s.�.:o. 3 s .�' Wig' 7-.:13.��`. ,�j�r! "''r?. "T".,_' ✓`:�;:u. S:i ....: M.vu 1.�.a.2.i»:t,.;wtvlti.. 4:�kulliwi�. iSRt Y24. .t.t {4fin�ie�`i.`v' }�';k,K. }�.t 4i} ii }A #Y . /•:� c Y,' t' Y, C�' 44' F Z: � w 6 JU U O CI WI , W O; u. co d = H W Z � ZO LL! w , . U =; W w; I— U ti.i U N H O „Project: , _. A47 ( )(/1 - 174 e 5 - 1 . ,...e, of Inspyctipn: /.0v z, &N-2 j-y S / .. /y 5( D f a j ec4/ 0 / , Special instructions: Date 7 te : 6 7 5 (a P.m. Requester: Z.Za 11 Ph -) 11 ho ' - 7g0 — VO or; Receipt No: COMMENTS: • Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit 1 INSpECTION NO . CITY'OFitAVVILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 47.00 REINSPECTION F E REQUIRED. Prior t 11, PERMIT NO. (206)431=3670 Corrections required prior to approval. Pe/ 41)J7Y,41 40-,c Vf )6 Date: --- 2 inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to s hedule reinspection. Date: , • trii4te Project Name: V 1 L i-lOm Es Address: 50 )C k St ( 5 , - i Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): ❑l. MI ❑Ill. ❑iv. ❑v. ❑vl. ❑vll. ❑ VIII. 2. House Square Footage (HSqFt) 22GS 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. ❑ b. Electric (forced air) /24 BTU /h per sq. ft. nc. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. RECEIVED CITY= Tut, wILA 4. Equipment: AUG 1 0 2001 a. Make T Y I'ZAN E.,. PERMIT CENTER b. Model '1'`R 4 Go O� 1 ' c. Size in BTU's 46, MO 5. Calculation /(HSqFt) 22(03 (see line 2 above) BTU /h X 2/ (see line 3 a, b, or c above) Cp I IO / BTU Equipment Maximum Size 7/9/96 CITY ( -77 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: H -6 Applicant's Signature: Date: 8IVOI0 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. I'u11�GATZ -D VINYL 5 <21 8 .4D 32. 2. r tI . ..I. .I 5 x($ .4o (71S 2 . u t, W 11-9-. X ) . t1 II II 3QXer t 4 12. 11 II ' V x 3b .4o z 1 II If Li 2 . 40 B 2. 1 1 II tI . s i.4o I 1 1( II t1 - C x 1 6 40 40.S 1 11 11 4 40 12 1 11 11 II (eJ x4 40 24 II II If 5 .40 35 11 ' tI W .4e I 8 J ii ALUM - 78d 2e X2' .4 4 TOTAL GLAZING AREA Z.R2 CITY 01 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: ?RON (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. . TOTAL CONDITIONED FLOOR AREA 22.6 3 ACTIVITY #: TOTAL GLAZING AREA 44 (add entire column) S.F.x100 PROPOSED GLAZING PERCENTAGE l2.ci H -15 Zvi RECEIVED CITY OF TUKWII AUG 1 0 2001 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed un^tfitENTER prescriptive option that is selected. ENRGYCOD.DOC 2/13/97 ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM /SAC /F/C az& 200 GEM BATHROOM FAN 50 CFM P/4404.500 /C /OD C ( = IA BATHROOM FAN 50 CFM 1 % 1I BATHROOM FAN 50 CFM is N LAUNDRY FAN 50 CFM is it y L�J WHOLE HOUSE FAN* 0 50 CFM (1-2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 'V� 100 CFM (4 BEDROOMS) / as a kitchen or bath spot fan: el YES 0 No as a whole house fan, the capacity shall be the larger CFM requirement. *Whole house fan also serves If a spot fan is designated ❑ Whole house fan: Location attic fan is closer than 4' to Whole house fan is listed 0 Whole house fan wiring O Whole house fan shall i-AcE.I.ORP Sone rating /.O (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. in Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR: E Central forced air furnace which delivers outside makeup air through the ducting system. CITY O" ' TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-15. ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 Yt7 ".7 �`�'.�`•�i it4l�r k+itti '0,1,,10; ti'�?m`,a�4+PG .:fix % "1t���.'r+�'4;�.�'ix 441k.:62; !MM:. . .x L91�11iHL '.i Rit ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE 1 'fattfoes belowgrade > _ etior • erio , HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* 0 0 0 0 0 0 • R-38 R-30 • • R-1 • R-38 R-30 0.20 R38 R-30 R * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. YES NO Option may be a better choice. Notes: Approved by: Date: 11.0,04hiaNnaiso.44:-.1. CHAPTER 6, PRESCRIPTIVE OPT•tONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC'AF! `Giazing;max: ;.: ,of floor U- value.2. IOor U -value Ceilings: ifh'a aulted Nalis: aaove�gra %k :�'T belowgrade • interior iab'o grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 OPT II OPT III 4� 0 •> .78 88 :: 0.40 ::: ;(R -25) OPT IV 0 > .78 21% 0.65 0.40 (R -2.5) R -19 OPT V 0 >.74 21% 0.60 0.40 (R-2.5) OPT VI* OPT VII* 0 0 > .78 25% . 0.50 0.40 (R -2.5) R -1 :0 > :78 * < two stories The " >" symbol means more than or equal to; " <" means Tess than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 :n 1 .. . .yam ,;,i..:ia: Sent by:' WC WEST : jag - ,t 'Truss I fruUType 1270 -DF 1 03 'COMMON 8MC WEST,'Eviriii.WA'ifld6= 321'2 _..._.__ ...._.____...._..._ ............ .. r;. . r� A LOAD CASEI6) Standard •1.8-0__ 74-0 1-0.0 78.0 : 12 X 12 PLYWOOD GUSSET TYPICAL EACH !ACE 0' 3x6 = 6.00 1 ti -10-04 ti-104 Plain Otfi.iia iX;Vf TB :EBae.0- 0- 017G70:6 Z" 2X4 WEB TYP. OF 6 144-0 1.5x4 \\ 7.04 2X6 WEB 2 1 K 1 Cf1 TC r 8C WB 3x4 4252525308; (___, optional) "4,20 1 SA 1' i ?uT"6'3001 TTiFIn duatn i,•Tnc. 'Wed ct 7 05:71 Pepe' 1 3-0-0 6.Odf 1'2' 4x4 - sty y�Tf�nt age Homes 1 270.13F' 10-1 1 C SC 13270 1 R733254 3 1 FIELD REPAIR: CREATE INTERIOR VAULT WITH A 3/12 PITCH. Field -lit 2x8 hIF No.2 bottom chords and king post and 2x4T SPF Stud web members as shown. Attach N" CDX, STR. 1 (or APA rated equal) plywood gussets to each face of truss with 10d common nails (0.148" x 3.0") @ 6" oc, 2 rows with minimum amount of nails per face of each member shown circled. 214.0 x60-0 7-0.0 /,... ....:��i� \ 2X6 BOTTOM CHORD 1 Q?) 3x4 = 3x4 •_ 19.2-0 0.4.1 LOADING (pat) SPACING 2 -0.0 TCLL 25.0 Plates Increase 1.16 TCDL 7.0 Lumber Increase 1.16 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97 /ANS196 LUMBER TOP CHORD 2 X • HF No.2 BOT CHORD 2 X 4 hIF 1660F 1.6E WEBS 2 X 4T SPF Stud SLIDER Right 2 X 8 OF SS 3.10.1 REACTIONS llb /sizel 8.1311 /0 -3-8, G • 1311/0-3-8 Max Harz B••22111osd case 3) Max UplifB • •103(loed case 5), G =- 103(Ioad case 5) FORCES (Ib) First Load Case Only TOP CHORD A-11 20, 8 -C•-1904. C•D =•1657, D -Em -1857. E- F••1907, F-0 •c•1907, G -1.1=20 BOT CHORD B•K =1690, J -K 1154,1-J • 1154, G -1 =1690 WEBS C -K • •385, D -K - 810, D•I.610, E -I , •-3/315 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been assigned for the wind loads generated by 80 mph winds at 8 ft above ground level, using 7,0 psi top chord dead load and 7.0 psf bottom chord dead load. 100 mi from hurricane oceanline, on an occupancy category I, condition l enclosed building. of dimensions 35 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI9611 end verticals or cantilevers exist. they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOI. Increase is 1.33, and the plate grip Ingram' Is 1.33 3) This truss has bean designed for 10.0 psf bottom chord live bad nonconcurrent with any other live bads per Table No. 164, UBC -B7. 4) Provide ntec;r1.rn: cal connection (by others) of truss to bearing plate capable of wrtnstanoing 103 Ib uplift at Joint 6 and 103 Ib uplift at loin) 0. 51 Tnis trues has beer_ designed with ANSI/TPI 1.1995 vivaria. j DEFL in floc) 1/deft I 0.90 1 VertILL) -0.25 1 -K >999 j 0.89 Vert(TL) -0.53 I•K >647 Horz(TL) 0.07 0 n/a 0.27 1st LC LL Min I /dsfl • 240 A Il'A /i, \•!, \'ri Irr, lv l� •u,.rlarrrru /,r..11l \y1 //. \'i).\ !'H /A,l. \'!) /1 /'l h. )111 Ar /7.O/•1 Doalgn voila rnr t,ee only want %Mk conncotorv, Tnle tltelpn a based only upon parameter- drown. and le for an Individual Wilding Component to be installed and loaded vertically. Applicability bI assign parameter° inn proper Incdrporellon eI component is reeoonalbelty of ounding doaigner - not Valle dulgnar, latael110 shown la for IslemN aupoon of iadlvidltai web m i moon only. additional temnorory brenlnp so insure alnblllty during conatruabon 4 the tea:W 1:w ay el mo ar +ale• Additional perrnonent braCing 01 lhts overall nitecture m the rocponabuuy or the nulldrng eeaono for goner.@ nuraonao regarding fabrication, quality control, storage, delivery. @tension, eno bracing, caneult 001.41 Quality Standard, 059- 39 Bracing DpsclneatIon, and H19.01 Handling Installation and Bracing Neeommsndatian available Irom truss 'Mato institute, aa3 D'Onolrlo Drive, Madison. WI 53710 11/27/2.001 5:03PM; #616; Page 2/2 Will 1,5x4 MtTek Industries, Inc. 78.0 •�TYP. i 2 " 0. 0 . I "'4- .'-11 6.0-0 PLATES MI120 Weight: 116 Ib BRACING TOP CHORD Sheathed. 807 CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 12" CANTILEVER 4x4 5x5 3x4 274.8 5x5 :�.� 8.s-e 1 - 34 GRIP 185/144 RECEIVED i \ o / 2 6 2001 BUILDING DEPARTMENT OCT 1 S 2001 1.6-0 Scale s 1:02,2 • :/•en ".tLCS %y.::t 4.6i1l1*(iArit 4 0.�f .�t .'. Xa^ la O. kOOM ' �..�.i... � al W wi • r •�i4.v MR ,fig RI n... t .....14.'/...... . .tL. z! U•+l7., ARIM 14 i 14!t'0P11 M µRO Rte.: 2M. • I Wf+. \._....-... ., I. 1 1 • �-�' .4 D 3 z. 0 1i . ' 4:, � .4a '33.'JS . ... ...,.. . ,....3 ., .:�.�., 2 ✓ • o • 22 x 4 ° • _. .►....... 11 11 I � ✓ ✓ ,$0 4'c) ,;, -.. 61.° —•.. it lv, R w.....�....�. -' • " - mV, Rm. ..._... ( `..° .,.,.... a - ... tl s104 - 8 11 • 1 , . +1 K L TC- E„� 1.451 , 13,1 -4 .5' 2 ° .: • _ • .____ ..... 1 ... ..� ' 14 � , 11 __...� _ . 1..— ... ....a_.., .'' W ( ,q .r....._....._.. • , , at • kk . ..-. 2 )4 11 l ,.. • •••••••11 W.A ZING'I 1e atrn t0 r ND =1CY wA.t t.il• AVG tl -VAL - 4:84,k+01 e:. ,.4AZINC SCHEDULE 1Curiatal '7�KRgA Z2 3 = !o TOTAi.1 2'J'VAL iF ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED Complete columns OP, it:). Mt, 11) Snd the GLAZING % calculation. W ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL. BUSINESS OR IF \'OUR. GLAZING IS SITE BUILT: • Complete columns {At through (II and the Glazing • '36 calculation. • Use U•Vetues contained in WSEC Table 10 -8S In column aH) tor non - tested manufactured glazing. • Use U•Values contained in WSEC Table 10 -BA in column (N1 for site built or custom glazing. • oPca - 8w 3 G3 ocaao j 7J a o t e ° ao . 1 '' + fYt: M.'+nir� • if any U veluas exceed your compliance path in Tsble 5.1 or 8 - 2, yap,) will also be required to complete column tJt and the AVG.U-VALLIE eiculatiort, The average U•value cannot exceed those In Table 8 - or 8.2. • Revised' 7 �., .... ... 10. JAIL trl a a .t O i So ra a fir. iom ..... \ \._....-... ., I. 1 1 • • Y Y.' W.A ZING'I 1e atrn t0 r ND =1CY wA.t t.il• AVG tl -VAL - 4:84,k+01 e:. ,.4AZINC SCHEDULE 1Curiatal '7�KRgA Z2 3 = !o TOTAi.1 2'J'VAL iF ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED Complete columns OP, it:). Mt, 11) Snd the GLAZING % calculation. W ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL. BUSINESS OR IF \'OUR. GLAZING IS SITE BUILT: • Complete columns {At through (II and the Glazing • '36 calculation. • Use U•Vetues contained in WSEC Table 10 -8S In column aH) tor non - tested manufactured glazing. • Use U•Values contained in WSEC Table 10 -BA in column (N1 for site built or custom glazing. • oPca - 8w 3 G3 ocaao j 7J a o t e ° ao . 1 '' + fYt: M.'+nir� • if any U veluas exceed your compliance path in Tsble 5.1 or 8 - 2, yap,) will also be required to complete column tJt and the AVG.U-VALLIE eiculatiort, The average U•value cannot exceed those In Table 8 - or 8.2. • Revised' 7 �., .... ... 10. JAIL trl a a .t O i So ra a Penni t No. " - • ASSEMBLY 211Catig Attic rem Gal& Wafl> r Slab > 2' Wall Slab > 35 Wall>7' Slab > 7' Slab on Gra/le:, BacmGrade.3Y.* Moor Over (Jnh eatcd • TQTAL L DV! LJ1 D E • 4 FO OTHER FUEL HID FLOOR AREA_ X GLASS% = GLAZING ARE& BUDGET ' PROPOSAL - • - SF x U .115&A 1 343 z036 zit 483 .034 3= 142. x.043 IF •x .690 = IP PUDGET x .o41 BUDGET - x U = Budget - l34 1 .03(0 = 48 34 • 142: .082_ 1 x.041 = x LF zMO. IP x .037 IF • - S70 = IF l i44 z540 = i 78,84 12. 1410 • x . .54 = /8.84 • Z fa x .65 = - . 192.44 Vito x .40 = i 18.4 BUDGET ' ACTUAL x .68 = x = BUDGET ACTUAL 453)g x .40 • : = 1 S,S2 38.S x • itliaL.... .062 = -69 18 Ito - . on - = 148.9 1 41. ACTUAL _31,5_ 1411.0 T-F 4498,1 1 43(, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECEIVED an OF TUKWILA AUG 1 0 2 001 =YAW U-vAlAr carrER °MN% lidit(lERN 0 19 30 38 49 - - glisakiNMS *4112). * 49(4/ 30(5/1Z) 311( 49(5/12) 0 19 30 38 030 0.049 6.036- 0.031 0.027 0.043 0.040 0.038 0.039 0.035 0.032 • 031 24" 4IS liEse - 0 won 0.0.027033- • J.AP! WOOD SIDING* 0 • - - 11 - 13 19 21 24111 HMIS 25. 0.31 . 0.0U - 0.004 0.082 • 0.078 - 0.062 0.057 0.060 0.051 - Apir 0.047 0.032_ 0.026 0.020 0.031 0.025 0.020:- 0.032 0.026 Off20 0.053 0.051 0.054 0.00 cioarliscimaimozase U Op 5% This certificate provide. the DepareinenC.•of Health and Building 6 Land Development with 1nformatlon, necessary to tivaluate. development proposals, KING COUNTY CERTIFICATE OF SEWER /AVAILABILITY • Ia at tvrtte_�n tide eox ❑ Building Permit .. Short Subdivision APPLICANT'S NAME ,b LE LS 1. a. OR b. a. 3. a. OR b. El number 0(3) other (describe) 5EACTI-E TRP.N 5 Po( 2 -TA^ I n3 Agency Name CA4) C t1A. C :. l , Title V name ❑ P ,re1iminary Plat or PUD ❑ Rezone or other (Attach map & legal description if necessary) 0 N $ 11 (f 0 0 0 0 0 f t If • SEWER AGENCY INFORMATION Please return to: BUILDING & LAND DEVELOPMENT Parks, Manning ,ant1 Onsc:urcos unpartmor 3600 - 136th Place Southeast 0ellavuca, 1•IAahingtnn 90006 -1400 (206) 296 -6600 'TTY OF TUK ILA 1 L.I MIT CENTER PROPOSED USE_SileaLE F/4M /LY _ Z{'t,�s• LOCATION SAX Si/ / B / L.OT L40sf/�A/ eADb I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature 001 0 11 0 0 F r Sewer service will he provided by side sb wer connection only to an existing 1 size sewer -7 feet from the site , and the sewer system has the capacity to serve the proposed use. Sewer service will require an improvement to,the sewer system of: ) 2 f l .d a4u. feet of sewer trunk or latteral to reach the sit CD (2) the construction of a collection system on the site; and /or The sewer system improvement: is in conformance with a County approved sew r comprehensive plan. [ RLrFlr✓z. Tv 7)/E k�.�� cr,�,%� S �' S r)t.e.a9C" 6"6""Vr_" ` . P41") ') The sewer system improvement will require a soiaer comprehensive plan amendment. The proposed project is within the corporate limits of the distri or has been granted Boundary Review Board approval for extension of service outside the district or city. Annexation or DRS approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge: S eciet L 5a&"-T.. G.,"tcTlt C.l114a11E r��a /13c ]�trfle�r2t:'r� b. Easements) t Aob Acfa w iekr16 r n ,A yOF ,�G�....4 , C . Ot her : S,ACcr^w.'�2_ ec- Gcu,uc la ,006 _,4 _t.__r4)6-1 � ��� i�1t= Poofstn2Ttj s' DODDS GeoSciences Inc. Post Office Box 2385 Kirkland, WA 98083 Tel: 425.827.1084 Fax: 425.828.9443 Vintage Homes 16831 N.E. 159th Place Woodinville, WA 98072 Attention: Mr. Dean Lewis Subject: Dear Mr. Lewis: 50XX Augusta Street Tukwila, Washington Project Understandings: PERM Pr N0. Job Number.21 0021 April 19; 200.1 Geotechnical Engineering Report Lathers Short Plat car,;;y We are pleased to present our Geotechnical Engineering Report for the proposed new residences to be constructed on the Lathers Short Plat at 50XX Augusta Street in Tukwila, Washington. The purposes of our work were to professionally evaluate subsurface soil and groundwater conditions, recommend general procedures for the grading and underslab treatment in the building areas, and recommend reasonable foundation systems. The scope of our services included: 1) Logging four test pits which were excavated to a maximum depth of eight feet below existing grades. The test pits were located in a manner to provide broad coverage of the short plat. 2) Preparation of this report in accordance with our understanding of project requirements and generally recognized local geotechnical engineering practices. No other warranty is expressed or implied. Plate 1, attached, provides the guidelines in the use of this report. This office was provided with a site plan which documented existing conditions including site topography and existing feature locations. Our knowledge of this project is generally limited to the information on this site plan and our discussions with you. We anticipate the new structures will be a wood -frame and multiple storied. Finish exterior grades will generally remain near existing grades. A maximum excavation depth of six feet is planned. no I- Z5,Z :ti:Vw:3.u'L'•hA'�W Sc'. ��.; 3kt��c: S�sbYaiai: kah +.�3:%+."v`.Vt'tS:ac"�aAnlXf,S °t 3'il AUG 0 2001 P ERMIT CENTER LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 2 General Site Conditions - Surface: The proposed new residential structures will be constructed on the Lathers Short Plat at 50XX Augusta Street in Tukwila, Washington. The attached Vicinity Map, Plate 2, shows the general vicinity of the site. At the time of our fieldwork, the site had been generally cleared. There were a few large debris piles. In addition, we saw an old foundation wall which suggested an old structure used to occupy the site. The property had a gentle to moderate slope down to the south. Subsurface Exploration and Description: Four test pits were dug by a backhoe to a maximum depth of eight feet below existing grades at the locations shown on the Site Plan, Plate 3. The test pits were logged by the undersigned engineer during the excavation process. The test pit logs are attached to this report. Field density information are summarized on the test pit logs. Although there may very well be some variation in the subsurface and /or conditions may not be readily apparent from the ground surface, we expect the following subsurface interpretation will be essentially correct: The site is generally overlain with loose organic -rich duff and /or fill. Underlying these loose surficial soils is a loose to medium - dense silty sand with variable amounts of gravel and clay. At about three to five feet below existing grades, the underlying soils become medium - dense. Underlying the medium -dense sandy soils is a very stiff to hard clayey silt to silty clay. Three of the test pits encountered heavy seepage during excavation. The final test pit logs attached to this report present our interpretation of the field data and laboratory tests. The stratification lines on the logs represent approximate boundaries between soil types at the exploration location. In actuality, the transition may be gradual. The relative densities and moisture descriptions on the logs are interpretive descriptions based on observed conditions during excavation. The logs should be reviewed for specific subsurface information at each location tested. 1 w ce M JU U 0 . CO ILI U U J w 0 a co = w z � I-0 z � 11J Lu U O E . o 1 w • w LL. w z U =: O 1- z LATHERS SHORT PLAT April 19, 2001 Page 3 General: Foundations: Conclusions and Recommendations ...�..5..,�•Y•Se,!1.Y:i .:.K '�a1�:.2:1:1 ,....N... Job Number 21027 The following general geotechnical conclusions can be drawn from our field and laboratory test data: 1) The existing loose surficial native and fill soils are not capable of providing foundation support to the proposed structures. Excavation to the medium -dense silty sand is required. 2) Soils with a high percentage of silt and /or clay (>15%) are moisture sensitive and are difficult to impossible to utilize as structural fill if the soil is more than two to three percent wetter or drier than the optimum moisture content at the time of compaction. The soils at this site do have considerable silt, and are moisture sensitive. 3) Temporary excavation slopes should not exceed 1:1 (Horizontal:Vertical). Flatter slopes may be required depending on site conditions, especially if there is flowing water in the soils. The proposed new structures may be supported on conventional continuous and spread footings bearing on the medium -dense silty sandy soils underlying the surficial loose soils. Over - excavation below design footing depths will probably be required. All footings should bear at a minimum depth of 1.5 feet below finish grades. A bearing pressure of two thousand (2,000) psf may be assumed for footings bearing directly on the native competent medium -dense silty sand. Some compaction or other reinforcement of the bearing soils may be necessary. Footings bearing on compacted structural fill may also be designed for a maximum bearing pressure of two thousand (2,000) psf. The design bearing pressure may be increased by one -third to accommodate short term wind and seismic loads. To provide protection against shear failure, we recommend continuous and spread footings have minimum widths of sixteen (16) inches and twenty -four (24) inches, respectively. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 4 Structural fill (or crushed rock if required) that is placed under footings should extend out beyond the edges of the footings a minimum distance equal to one -half the fill depth. For example, if two feet of structural fill was placed under a sixteen - inch -wide footing, the total minimum width of the fill (and therefore the footing excavation) would be forty inches. Q w J V i. 00 U) W Z, J I- w � Lateral loads such as wind and seismic forces are accommodated by a friction between the foundation elements and the bearing soils and by ~ 1.1 . passive earth pressure against the foundations. However, passive earth ? pressure is only available if compacted structural fill is used to backfill z o '. against the foundations. The passive resistance of undisturbed native 2 M soil and properly compacted structural fill may be assumed to be an equivalent fluid pressure of three hundred (300) pounds per cubic foot ;o. (pcf) • _ uj V- 0 ui U= H I - The site is classified as Seismic Zone 3 by the Uniform Building Code. z We recommend the designer utilize site soil coefficient SD in their analysis. We estimate that footings bearing on properly prepared native silty sand or on compacted structural fill will settle approximately one -half (1/2) inch between building corners or for every forty feet of continuous footing distance. Seismic Design: Site Drainage: The site should be graded during construction so that surface water is directed away from any excavation. Water should not be allowed to pond where foundations, pavements, or slabs are to be constructed. Final site grades adjacent to the buildings should be sloped away from the structures for a minimum distance of ten feet. Roof and surface water drains should discharge to an appropriate facility. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 5 Footing drains are required and should consist of a slotted four -inch- diameter PVC pipe bedded in, and covered with a minimum of six inches of drain rock. The invert of the pipe should be placed at the elevation of the footings. A non -woven geotextile fabric (Mirafi 140N, Supac 4NP, or other equivalent) should be wrapped around the outside of the drain rock. The PVC pipe should be sloped to drain, and may be connected to the roof and surface water discharge pipe down - gradient and away from the structures. The pipes should discharge to an appropriate discharge facility. Subslab drains may also be required, depending on groundwater conditions. Excavations and Slopes: Temporary and permanent excavation and slopes for this project must meet all applicable government safety regulations. Temporary excavation slopes should be cut no steeper than 1:1 (Horizontal:Vertical) for the entire depth of the cut. Flatter slopes may be required depending upon location variations in soils conditions and whether there is groundwater present. Contractors working in excavations should use caution at all times. Sudden caving of the side slopes is possible. Permanent cut and fill slopes which are not otherwise reinforced should not exceed 2:1 (H:V). Retaining Walls: Retaining walls must be designed to support the lateral earth pressures which abutting soils will impose. The following recommendations are for a wall less than eight feet high that support relatively -level backfill: Active Earth Pressure 40 pcf Passive Earth Pressure 300 pcf Unit Weight of Soil 125 pcf Coefficient of Friction 0.40 LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 6 The Active Earth Pressure recommended above assumes the wall can deflect at least 0.002 times the wall height. If this assumption is incorrect, a uniform lateral pressure of one hundred psf should be added to the wall pressure given above. The values recommended above are ultimate values, and should be reduced by an appropriate safety factor. As a guideline, we recommend a minimum Factor of Safety of 1.5 for overturning and sliding. The resultant force from the soil (neglecting the passive pressure force) can be calculated by taking moments about the toe of the wall. The resultant force should pass through the middle third of the footing. The above design values do not include hydrostatic pressures behind the walls and assume that no surcharge slopes or loads (such as traffic) are placed above, or near the walls. Design values can also be exceeded if heavy construction equipment is allowed within twelve feet of the wall. If any of these conditions exist, then the above design values should be augmented be appropriate additional pressures. If walls higher than twelve feet are required for this project, please contact our office for additional recommendations. Basement walls should be waterproofed and backfilled with a clean, compacted, free - draining granular soil or an approved drainage composite. This will prevent the buildup of hydrostatic pressures. The wall backfill should contain no more than five percent silt and clay, no organics, and no cobbles greater than four inches in diameter. The percentage of sand (from the #4 sieve to the #200 sieve) should range from 25% to 75 %. During compaction of the wall backfill, care should be taken to not damage the wall. The top one to two feet of wall backfill should consist of a relatively impermeable soil or topsoil. General Earthwork and Structural Fill: Site construction should begin by stripping and safely clearing the building sites of all vegetation, fill soils, existing structures, organic -rich soils, and any other deleterious material. Stripped materials may have to be removed from the site. Groundwater seepage was noted during our fieldwork. The contractor should anticipate, and be prepared to accommodate heavy to very heavy seepage into even shallow excavations. w re ? 0. • WI u ' w u. a d = w z � � Z �- w 0 L- w w ' I- u. 0 ui z H =° 0 f- z LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 7 Structural fill is defined as any fill placed below structures, including slabs, where the fill soils would need to support loads without unacceptable deflections or shearing. Structural fill should be placed above unyielding native site soils in maximum eight- inch -thick loose lifts and compacted to a minimum of 95% of Modified Proctor (ASTM D1557). Soil is typically difficult to place and compact as structural fill if more than three percent from the optimum moisture content at the time of compaction. During wet weather or under wet conditions, structural fill should consist of a granular soil having less than five percent silt or clay (measured on that portion which passes the 3 /4 -inch sieve). During dry weather, water may have to be added to the soil to achieve the required soil density. Wet Weather Construction: If the site is developed during extended periods of wet weather or in the winter, the following are anticipated additional costs and changes which should be anticipated: Closure: 1) Excavated slopes and fill piles will have to be protected with plastic. 2) Most, if not all of the excavated soils will be unusable as structural fill. 3) Foundation excavations will required over - excavation on the order of six inches to one foot), and replacement with crushed rock. 4) Numerous site visits will be required by this office to evaluate soil conditions, confer with the contractor, and make remedial recommendations. 5) Costs of maintaining the site and cleaning adjacent streets /property will increase. 6) Access road reinforcement with quarry spalls will be required. It is recommended we be retained to review the final development plans to verify site specific subsurface requirements are met and our recommendations have been accurately interpreted in the plans. • LATHERS SHORT PLAT April 19, 2001 It is also recommended that we be retained to provide professional geotechnical consultation and observation services during design and construction. This allows us to: 1) Confirm that design conforms to specific subsurface requirements; 2) Confirm that subsurface soils conditions exposed during construction are consistent with those indicated by this report; 3) Evaluate whether earthwork and foundation construction activities conform to the intent of the contract specifications and plans; and, 4) Provide recommendations for design changes in the event of changed conditions. While on the site during construction, we will not direct or supervise the contractor or work, now will we be responsible for providing on -site safety or dimensional measurements during construction activities. It has been a pleasure providing you with our professional services. If there are any questions concerning this report, please contact me directly at 425 - 827 -1084. Thank you, DODDS Geosciences Inc. MKD /ms Job Number 21027 Page 8 PLATE 1 GUIDELINES IN THE USE OF THIS REPORT 50XX Augusta Street, Tukwila, Washington The report for Job Number 21027 was prepared in accordance with locally generally accepted engineering principles and standards. No warranty is expressed or implied. The findings and recommendations contained in this report are based upon the limited services that you requested. Geotechnical engineering requires the application of professional judgment, as no study can completely quantify subsurface conditions. The owner should seriously consider any recommendations for additional work contained in the report, as it is then our professional opinion that this additional work is necessary to augment and /or fulfill site specific requirements. This report is an informational document and is not to be used for contractual purposes. Any interpretations of subsurface conditions in this report including the test pit logs and/or text discussions are based upon our testing, analysis, experience, and judgment. There is no warranty that these subsurface interpretations represent subsurface conditions other than that which occurred at the time the fieldwork was conducted by this firm. Groundwater levels can be especially sensitive to seasonal and other changes. This firm is not responsible for interpretations other may make using this report. The conclusions and recommendations in this report assume that the field tests which we conducted and our interpretations accurately portray and represent subsurface conditions of the site. If, during construction, significantly different subsurface conditions are encountered from those described in this report, our firm should be notified at once to review those conditions and, where necessary, revise our recommendations. Also, if there is a significant lapse of time between report submittal and the start of construction, our firm should be allowed to review and verify site conditions. Unanticipated soil conditions are commonly encountered during excavation and construction, and this simply cannot be fully anticipated by periodic soil and /or rock S dC cestti'ty 11..x:deforrs. m'i'te ovv S14Jullt Ga �� Cj�d1 Ct1' tV accommodate potential extra costs through the development of a contingency fund. This firm cannot be responsible for any deviation from the intent of this report including, but not limited to the nature of the project, the construction timetable, and any construction methods discussed in the report. The recommendations contained in this report are not intended to direct the contractor's methods, techniques, sequences or procedures, except as may be specifically described in the report. This firm will not be responsible or liable for any construction or inspection activity on this site. And, we are not responsible if others attempt to apply this report to other sites without our knowledge or consent. z i J U UO w o: w= J � � w g Q z a w Z = uj w 2 • o U O - . o w W o .. z w U = o � z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • ry N 9'29 5 CL 9 -14 "M NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ;Nsttr 3: 0 34 0.11 V444i15 %:e44.. =.YA P. t1, 4S1,' e{Y �a4hit: ulSfee ;Vi(4,N'.1.u'. nxFrlt?.r,s�hflr alt °s�iwi�2 0 n I m E. 3 u, v o o X D TE' - - PIT TP -1 w • DATE EXCAVATED: 4/05/01 a a EXCAVATION METHOD: Backhoe < o a 0 < BY: Mark K. Dodds, P.E. c to CD ..J DESCRIPTION SURFACE ELEVATION: = 257.0 MSL 01 SM ML 2— 4— _ 6— 8— 10 ;• �� :••••••• ❖•••• Dark brown organic -rich Silty Sandy Duff & Topsoil, wet, loose. • M Brown with orange stain Gravelly Silty Clayey Sand, wet to saturated, loose to medium - dense. Heavy seepage at 2.0 feet below grades during excavation, Gray to orange -gray Clayey Silt to Silty Clay, wet, very stiff to hard. Stopped at 8.0 feet. Heavy seepage at 2.0 feet during excavation. z° Q. CO i° ?, — H U3 al i w s ' 1 % I TEST PIT TP -2 o DATE EXCAVATED: 4/05/01 a co EXCAVATION METHOD: Backhoe CC ° DESCRIPTION LOGGED BY: Mark K. Dodds, P.E. SURFACE ELEVATION: 285.0 MSL 1 . 2 01 SM 2.0'- 3.0' 16.3% 5 6.0' 14.3% SM _ 2— 4— 6 _I 8- 10— � ; • • • •• '•••••• • P. •• Dark brown organic-rich Silty Sandy Duff & Topsoil, wet, loose. f Gray with orange stain Gravelly Silty Sand, wet, loose. Heavy seepage to 5.0 feet below grades during excavation. 0 Gray Silty Sand, wet, very dense. i� Stopped at 7.0 feet. Heavy seepage from surface to 5.0 feet below grades during excavation. DODDS Geosciences Inc. P.O. Box 2385 Kirkland, WA 98083 (425) 827 -1084 LOG OF TEST PITS TP -1 AND TP -2 50XX Augusta Street Tukwila, Washington TEST PIT REPORT ;Nsttr 3: 0 34 0.11 V444i15 %:e44.. =.YA P. t1, 4S1,' e{Y �a4hit: ulSfee ;Vi(4,N'.1.u'. nxFrlt?.r,s�hflr alt °s�iwi�2 I.. '{ "" r iat 'i44,%,'t ' o a `� ui a 3 I u�i o z n TE — T" PIT TP -3 Cl) 0 DATE EXCAVATED: 4/05/01 ..J X EXCAVATION METHOD: Backhoe a . c LOGGED BY: Mark K. Dodds, P.E. N 0 DESCRIPTION SURFACE ELEVATION: = 257.0 MSL 3 Fill 5.0'- 6.0' 21.0% SM 0 2— 4— _ .7 I � 3 �// 1 5 1 SS T 1 Dark brown organic -rich Silty Sandy Fill, wet, loose. /f Gray Silty Sand, wet, medium - dense. Void with water at 5.5 feet. (Old pipe ?) 6 8- 10— Stopped at 6.0 feet. Heavy seepage at 5.5 feet during excavation. 0 0. rn v = N ' -J c x m w ■∎ u TEST PIT TP -4 o DATE EXCAVATED: 4/05/01 X EXCAVATION METHOD: Backhoe a. LOGGED BY: Mark K. Dodds, P.E. co DESCRIPTION SURFACE ELEVATION: ± 251.0 MSL 4 SM ML 5.5'- 6.0' 21.9% 2 4— .••••• Dark brown organic -rich Silty Sandy Duff C Topsoil, wet, loose. Brown with orange stain Gravelly Silty Clayey Sand, wet to saturated, loose to medium- dense. / Gray to orange -gray Clayey Silt to Silty Clay, wet, very stiff. 6 8- 10— Stopped at 6.0 feet. No seepage noted during excavation. DODDS Geosciences Inc. P.O. Box 2385 Kirkland, WA 98083 (425) 827 -1084 LOG OF TEST PITS TP -3 AND TP -4 50XX Augusta Street Tukwila, Washington TEST PIT REPORT I.. '{ "" r iat 'i44,%,'t ' Screen Size Weight Retained Weight Passing Percent Passing 2" 100.0 0.75" 100.0 3/8" 9.1 2.5 97.5 #4 17.6 4.8 95.2 #10 28.9 7.9 92.1 #40 80.4 21.9 78.1 #100 182.8 50.0 50.0 #200 226.3 61.7 38.3 Test conducted in accordance with ASTM D1140. Plate 6 Sieve Analysis — Job Number 21027 50XX Augusta Street, Tukwila, Washington Test Pit #2, 5.0'- 6.0.' Screen Size Weight Retained Weight Passing Percent Passing 2" 100.0 0.75" 100.0 3/8" 100.0 #4 2.8 0.8 99.2 #10 10.7 3.2 96.8 #40 43.7 13.0 87.0 #100 90.8 23.8 76.2 #200 122.9 36.6 63.4 Plate 7 Sieve Analysis — Job Number 21027 50XX Augusta Street, Tukwila, Washington Test Pit #4, 5.5'- 6.0.' Test conducted in accordance with ASTM D1140. August 31, 2001 Dean Lewis 16831 NE 159th Place Woodinville, WA 98072 RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -252 Vintage Homes 4948 South 114th Street Dear Mr. Lewis: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have : enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sin rely, c Brenda Holt Permit Coordinator encl xc: File No. DOI -252 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 08188 • Phone: 20b•431 -3670 • Fax: 206-431-3665 September 6, 2001 Dean Lewis 16831 NE 159th Place Woodinville, WA 98072 Dear Mr. Lewis: Sincerely, Brenda Holt Permit Coordinator enc I xc: File No. D01-252 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • RE: CORRECTION LETTER #2 Development Permit Application Number 001-252 Vintage Homes • 4948 South 114th Street • This letter is to inform you of corrections that must be addressed before your development permit can be •approved. All correction requests from each department must be addressed at the same time and . reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. • • In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at (206)431-3672. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3070 • Fax: 206-431-3665 ��44 . R W411i �71Yi� C : \Nora's riles \LETTERS \d01- 252Lathers.DOC PLANNING DIVISION COMMENTS DATE: August 14, 2001 PROJECT NAME: SF House on Lathers Short Plat PLAN CHECK NO.: D01 -252 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. The pop out on bedroom 1 extends into the required 5' side yard setback along the west side of the lot. The only intrusion into the setback that is allowed is 18" of roof eaves. Please either move the house (keeping in mind that the fireplace cannot extend into the eastern setback) or delete the pop out. ACTIVITY NUMBER: D01 -252 DATE: 9 -10 -01 PROJECT NAME: Vintage Homes SITE ADDRESS: 4948 S. 114 St. SUITE # Original Plan Submittal Response to Incomplete Letter # x Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route Approved Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Incomplete n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Planning Division Ili 9 -'o i)/ Permit Coordinator DUE DATE: 9-11-01 Not Applicable No further Review Required DUE DATE 10 -9 -01 I g-I Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -252 DATE: 8 -31 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114 •- LOT 2 S/P L2000 -083 Original Plan Submittal Response to Incomplete Letter # XX. Response to Correction. Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 Fire Prevention Approved with Conditions n n Planning Division DUE DATE: 9-04-01 Not Applicable DUE DATE 10 -02 -01 Not Approved (attach comments) de 'd q -al"bi Permit Coordinator TUES /THURS ROUT G: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: 1 REVIEWER'S I ITJALS: DAT,�;� 014 2r add Ot- 6-01 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z rr -J 0 0: gy p: W I. WO 2 g Q . = d ; F.-w. z � I- 0' w ~ • = w. 1 0 . —O w Z. O z DEPARTMENTS: Building Division R 11 ujalc Works. /kWC (�--oi TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 252 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: S 114 ST — LOT 2, SIP L2000 -083 XX Original Plan Submittal Response to Correction Letter # DATE: 8 -10 -01 Response to Incomplete Letter # Revision # After Permit Is Issued !Xi Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: P?1 Plann ng Division n Jer e (54.0 n Permit Coordinator DUE DATE: 8-14-01 Not Applicable n Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 09 -11 -01 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) nn DATE: ACTIVITY NUMBER: D01 - 252 DATE: 9 - 10 - 01 PROJECT NAME: Vintage Homes SITE ADDRESS: 4948 S. 114 St. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: Approved with Conditions I REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-11-01 Not Applicable No further Review Required DATE: ` / /v /c)( DUE DATE 10 -9 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Kati73S[ti;.ai;�,{'c:.ru, a, �r ,'tiuiGil,;�ti•;�S'rrY.x'ta�u'{�' ,:�' i z w . re m , 6 J O 0 w =' w O 2 g Q co z d . ~ w z= � z I- U � O - O I- w w . X U ti O Lli Z ` /— O Z ACTIVITY NUMBER: D01 - 252 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114 - LOT 2 S/1 Original Plan Submittal Response to Incomplete Letter # X Response to. Correction Letter #1 Revision # After Permit Is Issued DATE: 8 -31 -01 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n fogit PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions Planning Division Permit Coordinator DUE DATE: 9-04-01 DATE: Not Applicable n No further Review Required g DATE: / /41 �l DUE DATE 10 -02 -01 Not Approved (attach comments) 1/40/ CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PLANNING DIVISION COMMENTS DATE: September 4, 2001 PROJECT NAME: SF House on Lathers Short Plat PLAN CHECK NO.: D01 -252 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. The fireplace extends into the required 5' side yard setback along the west side of the lot. The only intrusion into the setback that is allowed is 18" of roof eaves. Please either move the house (keeping in mind that the pop out on the second floor bedroom cannot extend into the eastern 5' setback) or make the fireplace flush with the outside wall. C: \Nora's Files \LETTERS \d01- 252Lathers.DOC ACTIVITY NUMBER: D01 -252 DATE: 8 -10 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: S 114 ST LOT 2, SIP L2000 -083 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 Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structur I R view Required APPROVALS OR CORRECTIONS: (ten days) Approved with Approved with Conditions n Planning Division n Permit Coordinator REVIEWER'S INITIALS: vvl, DATE: REVIEWER'S INITIALS: DUE DATE: 8-14-01 Not Applicable I I No further ReviewtRequi ed DUE DATE 09 -11 -01 Not Approved (attach omm : nts) DATE: 006 DUE DATE Not Approved (attach comments) n DATE: 1 z Z'; rG 6 _ . U: U O .N • U) w J • u. w O g J. = w Z �: I- 0, Z H ILI U m :O = U . H 1- w Z Z PERMIT NO.: - QUI -22 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 0095 Footing Drains 00100 Foundation Footings ISe 0200 Foundation Walls [a' 0250 Foundation Insulation 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space [vj / 00400 Shear Wall Nailing 0 ,00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ j00610 Chimney Installation /All Types []' 0700 Framing 0750 Roof /Ceiling Insulation 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 8'01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS E(0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ iO 014 Readily accessible access to roof mounted equipment ( 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof • 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." Dr 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit Er , 00 03 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div 0032 Remove all weeds, concrete, stone foundations, flat concrete 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect 0038 A C of O will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC 0 004 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' 0 0 0 ❑ ❑ 0 0 Plan Review Permit Tech: t1 - 0ME5. ev .nvglargA ++ tarn irvra n ..10∎003.tyv? 717IVITY NUMBER: D01 -252 DATE: 8 -10 -01 PROJECT NAME: VINTAGE HOMES `7 SITE ADDRESS: S 114T ST - LOT 2, SIP L2000 -083 XX 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 ri Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fl Fire Prevention Structural Structural Review Required Approved with conditions n c s Approved with Conditions Ft REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-14 -01 Not Applicable No further Review Required DUE DATE 09 -11 -01 DATE: 1, II n n DATE: Not Approved (attach comments) ri DUE DATE Not Approved (attach comments) DATE: f. +..y�r. xYa "Vidnalfel veld s4:r�d:'G�LMT . rt lA`s i34 ii�t7xi s too al i ` is x Age44,st i1 :AAA., .," w • -J C.) U CO • W = J • N LL w O' w Q. co Di = W Z �` Z I-: 2 D. U � :o • w W O. w z. U � H m : Z ACTIVITY NUMBER: D01 -252 DATE: 8 -10 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: S 114 ST - LOT 2, SIP L2000 -083 XX Original Plan Submittal Response to. Incomplete. Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n Permit Coordinator n 101it' YoJ 070.1% 050 x44. Planning Division DUE DATE: 8-14-01 Not Applicable No further Review Required DATE: 5 /P-1 DUE DATE 09 -11 -01 Not Approved (attach comments) DATE: egb DUE DATE Not Approved (attach comments) DATE: n z <w 6 J U 0 s D W= H : uW O u_ < zd I--_ ►— O Z F- • W U 0 O 5 ` O F- W W W z D., H O PLANNING DIVISION COMMENTS DATE: August 14, 2001 PROJECT NAME: SF House on Lathers Short Plat PLAN CHECK NO.: D01 -252 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. . The pop out on bedroom 1 extends into the required 5' side yard setback along the west side of the lot. The only intrusion into the setback that is allowed is 18" of roof eaves. Please either move the house (keeping in mind that the fireplace cannot extend into the eastern setback) or delete the pop out. C: Nora's Files \LETTERS \d01- 252Lathers.DOC ACTIVITY NUMBER: D01 -252 DATE: 8 -10 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 4 1 4 1 � 1 ST -LOT 2, S/P L2000 -083 XX 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.) Incomplete n - ; k sum._ 66.,_ n Complete Comments: '1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n Fl Planning Division Permit Coordinator DUE DATE: 8-14-01 Not Applicable Ti TUES /THURS ROUTI Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved 11 Approved with Conditions REVIEWER'S INITIALS: CDIAY\ \PRROUTE.DOC 5/99 DATE: DUE DATE 09 -11 -01 n n Not Approved (attach comments) n DATE: Si'14 - Of CORRECTION DETERMINATION: DUE DATE Approved 1 1 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DATE: August 16, 2001 SUBJECT: Vintage Homes (SFR) 4948 S. 114 Street Informational Comments Building Permit — DO1 -252 MEMORANDUM TO: PLANNING DEPT. — Brenda Holt, Permit Coordinator FROM: PUBLIC WORKS DEPT. — David McPherson, Associate Engineer 1. See notice in SIERRA — need res. sewer use certificate prior to issue of permit. 2. Ryan Hill water connection fee shall apply to this permit, in the amount of $4,767.90 prior to January 31, 2002. Mr. Dean Lewis (owner) will provide copy of the Private Sanitary Sewer Easement, when he picks up his permit. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z re LL1 6 .J U O O No W z w O LL -d z _�' O ` Z gi Project Name: VINTAGE HOMES vo c 0 I- Project Address: 4948 South 114 Street I Contact Person: Dean Lewis Phone Number: w Z, I - � Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after Permit is Issued Plan Check/Permit Number: DO 1-252 Summary of Revision: 1ZrAPI : crTF uLLy Sheet Number(s): MOVE) MOUSE. SF2 - ra r lo, e') "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kC7/d/ Entered in Sierra on DECEIVED CITY Or TUKWILA SEP 1 0 2001 PERMIT CENTER 09/06/01 Van. a o a5 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # []' Response to Correction Letter # _ Revision # after Permit is Issued Project Name: Project Address: 4RX X S. 1 i4 Contact Person: DCAit LE) t S Summary of Revision: 8/zi City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Vi>\l - r - AG€ l -IbMES Siea - *1 ize,t.x:n.t ..41 «-� •` 41 j1 . Entered in Sierra on t v et±. Z 1Z.Wtr.cucd. t Lt4 4A4.R3I ' " 3 d.t2Q 41 2+4l a9.e. 4 otepiotA 51 /yt-.o ff Sheet Number(s): ' .0 i0 4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e -,2 Plan Check/Permit Number: O/ - ZS2 Phone Number: Z.bL 784, 4/034 tr�weMmr.ul�tti+r wno�+u�acMvw..ut4 ter:�344XdKf� +, CITY OF TUKWILA AUG 2 1 2001 08/30/00 CENTER materials for this turnover. BY: P /PubWorks/Turnover/WTR MTR BILL OF SALE WATER METER BILL OF SALE KNOW ALL PERSONS BY THESE PRESENTS, That `D EA-0 L VS a general partnership /corporation and existing by virtue of the laws of the State of Washington, located at 4 5 . 1 14 , City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at 4ct46 6: 1 14 City of Tukwila, county of King, State of Washington, to wit: +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ LEGAL DESCRIPTION OF PROPERTY: 4945 s, i Ig +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + +++ + + + + + + + + + + + + + + + ++ 1 LIST OF MATERIALS /ASSET DESCRIPTION I water meter box (es) located at the above•address; 10 of lineal feet of inch meter service line (s) with appurtenances, made of COPPER material type with an installation cost of $ I5() constitutes the list of The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whom so ever, lawfully claiming the same or any part thereof. EXECUTED at the City of Tukwila, Washington on this 25 day of F > , 20n1. SELLER: ,� D,C�.�Lx TITLE: aWt4C( TITLE: asp z w. U ; 0O COO w' w = J 1`: w O u_ a a ~ X:. Z �.: 1- O: Z I •U !O .0 f- w W. H U' " .. 0 N i 0 F Z STATE OF WASHINGTON ) ) ss County of King On this day personally appeared before me l 1eGv� `Q t.v to me known to be the individual described in and who executed the within and foregoing instrument and acknowledged th ' 1.,‘orA c• n• • • V 4.•• • •r . t/' A( ` 1G • deed, for the uses and purposes therein mentioned. P /PubWorks/Turnover/WTR MTR BILL OF SALE /they signed the same as free and voluntary act and GIVEN under my hand and official seal this r9-3 day of (- UCH S : ` Print name Signature. NOTARY PUBLIC in and for the State of Washington, residing at CO-- IS -GZ My ommission Expires v1 VICINTIYMAP NOT TO SCALE I FDA' DFSCRIP11ON LOT 154 IN BLOCK 16 OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) 82, IN KING COUNTY, WASHINGTON: EXCEPT THAT PORTION DESCRIBED AS FOLLOWS COMMENCING 'AT A POINT ON THE UNE OF SAD LOT SOUTH 3'55'48" WEST 236.14 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE NORTH 80'45'48" WEST 32 FEET; THENCE NORTH 3 EAST 241,77 FEET TO THE NORTH LINE OF SAID LOT; THENCE SOUTH 70'59'22" EAST ALONG SAD NORTH UNE 33 FEET TO THE EAST UNE OF SAID LOT; THENCE SOUTH 3'55'48" WEST TO THE TRUE POINT OF BEGINNING. GEAIE.PAt /TOTES I. All workmanship and materials shall conform to the City of Tukwila requirements and specifications. 2. All work shall conform to these drawings and the rules and regulations of the "Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction," 1998 or latest edition, except where supplemented or modified by the City of Tukwila Standard Details and Development Project Specifications. 3. The Contractor is required to have a copy of the Standard Construction Notes, Standard Details and Specifications available at the job site along with a copy of the approved development plans. 4. Locations shown for existing utilities are approximate. Identification, location marking and responsibility for underground facilities or utilities is governed by the provisions of Chapter 19.122 Revised Code of Washington (RCW). Prior to starting construction, the Contractor shall call ONE -CALL (1- 800 -424 -5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 5. The Contractor is cautioned that overhead electrical lines are not shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. 6. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all methods and equipment used will be subject to the approval of the City of Tukwila Contractors and their surety shall be liable for injuries and damages to persons and property suffered because of Contractors operations or negligence connected with them. 6E0 - - rECNN/CAL leeounztmeiars 1. Dodds Geosciences Inc. has prepared a report for 50xx S. 114' St., also known as Lathers Short Plan Tukwila, WA dated April 19, 2001, which shall govern construction on this project 2. A copy of the report shall be available on the site at all times. 3. A geo- technical engineer shall be utilized as necessary to assure that the site requirements for construction of a single family residence are met. TBM NNW BOLT of TOP , CAP FLANGE EL. 31555 reviewed h the Pudic _rt for conformance with curie, ccepiance is subject to errors and oic not authorize violations of r.. in _ces. The responsibility of the design rests totally with the Additions, deletions or revisions to these ngs after this date will void this acceptance ',.ill require a resubmittal of revised drawings - ecuent approval. Hut! acceptance is subject to field inspection by 1'ui,Iic Works utilities inspector. By: CAVA 2UNWe NOTE'S FULL RELIANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY UNDER ORDER NO. K818182 -2, DATED SEPTEMBER 14, 2000 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS, NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. THIS PROPERTY IS SUBJECT TO CONDITIONS, NOTES AND P506151ON5 CONTAINED AND /OR DECUNED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING N0. 7905149001. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 27,753 SQUARE FEET OR APPROXIMATELY 0.6371 ACRE ZONING: LDR (LOW DENSITY RESIDENTIAL). PER THE CITY OF TUKWILA PLANNING DEPARTMENT. BUILDING SETBACKS SHOWN HEREON ARE PER THE CITY OF TUKWILA PLANNING DEPARTMENT HEIGHT RESTRICTION IS 30 FEET PER THE CRY OF TUKWILA PLANNING DEPARTMENT. THERE ARE NO BUILDINGS ON THE SITE FLOOD ZONE DESIGNATION — X. AREA DETERMINED TO 35 OUTSIDE OF 500 —YEAR F1.000 PLAIN, ACCORDING TO FLOOD INSURANCE RATE 0055 (FIRM) N0. 53033506455, COMMUNITY N0. 530091 (CRY OF TUKWILA), PANEL NO. 0645. SUFFIX 5, PANEL 645 OF 1725. REVISED MAY 16. 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE - FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). UTILITIES 011-155 THAN THOSE SHOWN MAY EXIST ON THE SITE UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBUC RECORDS AND VISIBLE FIELD EVIDENCE. NE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBUC RECORDS, UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE 5HOW7: AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN.. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. zo , 2o' RIM 242.27' (E 235.1' urtU 1 r v?LE S'cooc.0EWER PIPE /2 "Elf. CQA/C. CULVERT• /E 231.5' 12:'CON• CULVERT Construction Sequence A04 15, 2001 1. • ttend a Pre-con meeting with Tukwila inspector geo tech and contractor. 16, 2001 2. : onstruct surface water controls (interceptor trench). 16, 2001 3. .. a and stabilize site. 16, 20014 Install perimeter protection (silt fence) G 16, 2001 . Install construction enhance 18, 2001 .. Excavate for foundation Export excess dirt to: Pacific Topsoils Inc. 14002 35 AVE S.E. Bothell, WA, 98011 AtYD' 1, 2' 01 7. Install foundation AUNT ' , .1 01 8. Install footing drains Ant 8 , 001 9. Backfiil, grade, and stabilize site. 640..9 001 10. Maintain erosion control measures or instate new measures so that as site conditions change the erosion and sediment control is always in accordance with the king county test minimum requirements. 11. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain mworked for more than 30 days 30, 2 01 14. Frame structure 5 L 22, 21 11 15. Install gutters storm drain and connect to on site control release. 25 20 1 16. Install sanitary sewer and underground utili ties. 27, 201,1 17. Pour garage slab and exterior walks. 29, 200 18. Final grade site and hydroseed all exposed areas. 5/we/YT As/WIT IT $ P R ; c// —�� I F I Ess 194771 12" SEPE9A"11arJ uSE Ern4P, foRM * ZZO "PAR SEATTLE •5 C.O. FKr" ?ROP. CLUE. /TEST TEE TEE ,r// /8' / 7 8 ' DErl4IL / -f} srs+cE y2 "= 1 =0" 2.41 "9t fEL2 ' Y t." D.I.P. Na& 2 e AL. A� Et Z3D_4 EL. 238 ASSu94B0 Fl. FR" an'E .CSR u UTIUTI ES EL235 -5' DETi4IL E /0` EC. 8 SEWER Mtd. 57' /79' M.w..75 7b E9C TEE /.F Z50.Z' 3c4LE /- 8 I" s /o' 30$.83` EX 1511.14 ASPHALT SM. 73' LOT 2: THE WESTERLY 61.58 FEET, AS MEASURED PERPENDICULAR FROM THE WESTERLY UNE, OF THAT PORTION OF LOT 154 IN BLOCK 16 OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION N0: 2, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) 82, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY UNE OF SAD LOT 154. THAT 0ES SOUTH 05'45'21' WEST, A DISTANCE OF 236.16 FEET FROM THE NORTHEAST CORNER THEREOF: THENCE NORTH 78'57'03" WEST. A DISTANCE OF 32.00 FEET; THENCE NORTH 05'45'21" EAST, A DISTANCE OF 241.31 FEET TO THE NORTH UNE OF SAID LOT 154: THENCE NORTH 70'00'02" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 10.37 FEET TO THE NORTHWEST CORNER OF SAID LOT 154; THENCE SOUTH 19'29'59" WEST, ALONG THE WESTERLY LINE BY AGREEMENT AS DISCLOSED BY RECORD OF SURVEY IN VOLUME 50 OF SURVEYS, PAGE 138, UNDER KING COUNTY RECORDING NO. 8607099013, A DISTANCE OF 388.83 FEET TO THE SOUTH UNE OF SAID LOT 154; THENCE SOUTH 69'53'05" EAST, ALONG SAID SOUTH UNE, A DISTANCE OF 138.62 FEET TO THE SOUTHEAST CORNER OF SAID LOT 154; THENCE NORTH 05'45'21" EAST, ALONG THE EASTERLY LINE OF SAID LOT 154, A DISTANCE OF 165.27 FEET TO THE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. CONTAINS APPROXIMATELY 18,597 SQUARE FEET OR APPROXIMATELY 0.4269 ACRE f.EGAL DG/xZI?T (JM I(TE ?LA,/ SCALE I "= ZO' REVISION HA MADE T OA NO MS SC OF WORK WITHO PR N O1E: TUKWILA BUILDING t1EQUIRE A Review ' AL PLAN Np MAY DE ADD[ • pLAN AND 4 '• WATERLINE PROPERTY LINE 4p" w/H'ERUNE 20' 20' EX. R.O.IAt. f'ORRECT1ON SSMM RIM 221"7.3' IE 221.0` FILE COPY I I understand that the Plan C5ok as-, ptt s s .. subject to errors and omissions and apprtrr, Wins does not authorize the vitiation ctany a opted code or ordnance_ Receipt of con- tr dor's copy of approved plans By 1. 111b, ' Date 9 114 ( 011 Permit No. PJ SEPARATE PERMIT R QUiRED FOR: rIEMECHANICAL E4 LECTRICAL Le LUMBING BIZGAS PIPING CITY OF TUKWILA BUILDING DIVISION CO cl N >1 001 -252 "ULEVISE.D gholot — JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. �- -- 6' MAX r ;T SPACING MAY BE INCREASED TO 8' VIRE BACKING IS USED E: FILTER FABRIC FENCES SHALL BE INSTALLED NG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAILS N.T.S. GRASS OVERFLOW 3/4" - 1 -1/2" WASHED GRAVEL WASHED GRAVEL MUST HE WRAPPED ENTIRELY WITH FABRIC. FILTER FABRIC TO BE MIRAFI 140N OR EQUAL D E.Y4 I L 2 A 1' MIN. 2 MIN. 1' MIN. - COVER FABRIC MIN. 2' HIGH X 1 -1/2" WIDE - DE - r tL 2 -D 2" X 2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2"X4" WOOD POSTS,STEEL FENCE POSTS,REBAR OR EQUIVALENT. MINIMUM 6"x6'TRENCH BACKFILL TRENCH WITH 3/4" -1.5" WASHED GRAVEL LEVEL FILTER FABRIC " PIPE \SCREER - 4" PERFORATED PIPE TRENCH FILLED WITH 3/4 "- 1 - 1/2" WASHED GRAVEL 2O' C7 20 ryp rv� ryas a r N GRADING AND EROSION CONTROL NOTES 2. 3. MINIM THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIWTIES. TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAS THE RETENTION, SEDIMENTATION AND EROSION CONTROL FACILTIES OEPTICTED ON THE APPROVED ORAW/NGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO 21E1 NRGPAIED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REWIRED Al SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERM/TTEE. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE. UNTIL FINAL SI iE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION ND SED/MENTION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER J0. AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN JO DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM AGES OCTOBER OROER TO MINIMIZE C SOIL EXPOSURE. EXPOSED SOILS WITH CONDUCTED N N AREA IN -GREATER MORE THAN 24 HOURS AND EXPOSED AREAS OF E LESS THAN FOR 5.000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL Bf STABILIZED IMMEDIATELY. DRAIN ROCK (3/4" TO 1 1/2" WASHED) j � -. e :G` HARDPAN LAYER IACrETZcEp'ro - nzarJCN L - A it_ 2 -C. ti DEPTH OF TRENCH VARIES WITH DEPTH OF HARDPAN LAYER / WHEN EXCAVATING WATCH FOR BURIED UTILITIES (CALL LOCATING SERVICE AFTER MARKING OUT TRENCH LOCATIONS)' FILTER FABRIC 4 PVC PERFORATED DRAIN PIPE LIMITS OF CLEARING. 208L.F. OF 511.7 FENCE $ INTC. TREAICH 5 HERE errnea -TEII 2500 (or equal) Ground Stabilization Fabric (Northwest Geotextiles) Phone 872 -0244 STABIUZED CONSTRUCTION ENTRANCE N.TS. E coVER448 B4KDIN4 ARER : 3,64' 64° uAPERRbes AREA.: 1495' T 3162 /1$597 = LoT £ SIZE = ►4597 L( of EXC4V4TIOIJ. MAX -DEPTH 51LT FEUGE u LO TRENCH 2< 1 4 - Exhs /E6 n..r.. GNE 'TO SIJFET F13W To /N?I.CCEPtoR 7REMCN DET5 I L 2-5 EXISTW coNTo LIMES 6sD /Ak2 RA(D 4R / Ai LOAD oL 7094 &a(e 1=20' th d o oO S f 41 F fo ka `PO9oo ey t 3p� W n=rea4 /Eg11 Meal — TAX 1 -r>. 334840 -1G,91 "PRo' �E r' LINES--\\ CUT /FILL QoMMITne$ /2SGV. 5as CUt 50 cu.los. Fitt VG_ °AYL ow@ Dirc.4 FEot FVSVRE £Oc4i77A! 1F C S. 1 U6VELORNEAJT PD4i5 of ury of rumw44 AZ: 235' T Al Ii&ot 231 oE - CAT 0 0E0 S E? 12 261 13P Ui SOL.F SILT FENCE SEE DETAIL 2 - 14 b51.F, 81LT FEMCE EE8.027h IL 2 -q Rwed TtoA4 2o' 2 o. 40' R.b.W. cn voF TuKw�i< AUG 2 1 ZOO PERMIT CENTER 2 -3 22' -IF 27_1" 4 8'48 , • - 5 , 15' -0' 7. -H- T ._ I . 2._4.. 12' -8" Z dl Q ry/ 5 -0 8'-6" E t 4' • 1' -O x 4. -6 I - 2 -0 X 3-0 SH y2 _ O • 6.1.LIN7 1 ( TRA P t Z -2x10 — � _ HD. 1 3 -0xk-0 �.H I � — i — — — +— — — ' — I 316 V54_ 1 1 i NIXINIMPIONNINIMMOOM 4,0 HDR / 4 GONG. SLAB / 13 '_ 0 '" E / _ 1 �/ --C�, / / 0: � I 4 f UNDRjt': 1/2'645 W/ GOO rut ® G. 1 ' 1 ' - ' - y. 1 - ea 0.9 4 x10 HDR , AI 1 - -� / s z = 2x 10 BAT BATH 3 /G 50 CFM 4a--• B D�M4" i .. ' Q om, -FANS n ! - oI / " I _ 0 1 2 1 1 I 24x24x12" 2 PLACES TG PLACES ? f, ( 5 D. Q - _ b I cll - - I 101 -z x 2 I ( • W / SD. / / 13i 1 3L' GL L! 4,15k GL5 2 8 t I 4 �n� I rY - I 2 l j_ 2 4F ✓4 \�_f 24F_V¢ -__ - ' �_. _.._ � - _ _ _ _ :.... - - J 1 I O NI (VI 2x10 5/8_ TYPE • 5 ENS STORA( 2 -2x10 - -- / ® CLL� GAS FURN ie CO.. FT4. 1/2,N5 N/661 \ COOLERS \0 7 O.G_ / , 5/8" TYPE X GAB ON O (, ALL WALLSPOSTS. a \ BEAMS 4 CEILING R `� G/ �Rf�GE o 7) 3"m P . C . �' :�ll *�/ 1 I " ! WHEEL 2 Q GUARD O m 1 00 it' -1" I I REG. RM j 10 I I ° A — ` _I ,---- 4• GONG. SLAB H'-'S , x 10016" �I 1L 12 -2xi0 /' _ / ,...--- or** ? 9 I 2- 2,0x4' LONG 6x12 HDR , 17 FLUSH 5}7 -31 6LB 24F -V4 SPLIT OVER POST T - _ P U Q _ / — _OI I I' < 0 _ — 1p .. 1 I 1 � I F BM V I 5 0 5 016 45 01 5 ei 4x,. H• - ��.L 0 • 62 /_ I ‘,0..91■0 ri (31; 8 -0x4-0 VSW _ _ T U / LINE OF- �I� 2ND FLOOR I N - \ I 3,3'1E? / 4x8 W/2 i 2 I O y ry / ` -s4 EW U PAG OI ... ° fV I L I d 3$ ^xt LE 24F -V3 iv' / I n _ >� ! , /! O ` k 1 0 I p = r '1 fV 4< r 1 _ 1 ® 4x 12 BM \ q \ F �g 1 7 G _,_ T — W Q I MF 4 �6. — I 8-0 X l-0 j OVERHEAD DR " 8 ._ I I�. 1 7-8" 2._ ___ 18 16 _ __— SS � - PRE TREAT. ✓ "x12" - . _F T- I . 2PLACES 12' -5 2•_O e,-.11" f 1 _ I6' -5" 6 ._ 6 .. 22' 22'-V } 45 ._ 0 ., O ENERGY AND VENTILATION (GAS FURNACE) HEATING SYSTEM TO BE FORCED AIR FURNACE OF MED. EFFICIENCY. 6A5 FIRED. ALL GLAZING 15 TO BE 1).65 VINYL WINDOWS WITH VENTING. MIN,4 SG.IN. VENTILATION REQUIREMENTS (WHOLE !:OUSE EXHAUST) EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE FLOW RATING 0.25 INCHES WATER GAUGE SPECIFIED IN TAE}LE NO. 10.1 B. THE MIN. FLOW RATE 15 100 CFM AND THE MAX, 15 150 CFM. USE MIN, 6" RND, DUCT AND A MAX. RUN OF 45 FT. KITCHEN FAN TO BE 100 CFM BATH ROOM FANS TO BE 50 CFM LAUNDRY FANS TO BE 50 CFM PRESCRIPTIVE REQUIREMENT OPTION 1V L. a% GLAZING DOOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL BELOW GRADE FLOOR OVER UNHEATED SPACE SLAB ON GRADE GLAZING RATIO TOTAL HEATED FLOOR AREA 2263 5.F TOTAL GLAZING 276 S.F RATIO 276/2263 =12.2% 4 -0x3-0 A511 4x6 HDR DINING GIRDER TRUSS 4x!0 HDR O di al✓ REF_ ' SPC SINK W,D15P, I KI TGH 14- RANGE WOVEN 700 CFM FAN SHEAR WALL Ut are W/6d 1 COOVER NAILS \07 OC. NOOK 36" HIGH WALL W/. TOP- COOVER NAILS BEDRM, ,1 17055 ` , YV NEE MIN. 7 11111.ff .- 6 -O x 6 9 SL.DR, - 45' -O" BATH! ,4 5 -0x3-6 v 5W LINE OF 5T FLOOR 11' -2" 5 -0 x -6 VSA GIRDER TRUSS 10 36" HIGH WD. GUARDRAIL U.65 U.40 R -36 MIN R -14 R -30 MIN R -19 R -I4 R -10 R -IQ R -10 36" HIGH WD GUARDRAIL SCALE I/4 " =1' -0" 45 -0" 2ND FLOOR FLAN NOTES ALL SMOKE DETECTORS TO BE WIRED TOGETHER ON 110 VOLT WITHOUT DISCONNECTING SWITCH. ALL DETECTORS TO HAVE A BACK UP BATTERY. BAIT INSULATION TEARS AND JOINTS TO BE TAPED AND FACE STAPLE. HOT WATER HEATER TO MEET A51 NAECA REQ. AND PERFORMANCE EF- FICIENCY PER S.E.G. 504.2.1.. SHOWER FLOW CONTROL LIMITED TO 2$ G.E.G. ALSO TUBS 4 LAV, SERVICE WATER PIPES IN UNHEATED AREAS TO BE INS(R,ATED PER 5.E C. TBL, 5 -12 AND S.E.G. 503.11 AND PROVIDE R -3 INSULATION AND TO HAVE A FLAME SPREAD OF 25 OR LESS. GLAZING U- VALUES TESTED PER S.E.G. 502.5 MOISTURE CONTROL PER S.E.C. 502.16 U -VALUE LIMITS OF WINDOWS. SKYLIGHTS, DOORS. ETC. PER5.E.C. TBL. 6 -1 AND INFORMATION BULLETIN 403. DUCT , NSULATION TO BE A MIN. OF R -3 SMOKE DETECTORS TO SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS. ALL EXTERIOR COLUMNS. BEAMS. AND JOISTS TO BE PRESSURE TREATED. HEATED APPLIANCE SHOULD BE EQUIPPED WITH A LISTED SHUT -OFF DEVICE IN CAGE OF PILOT AND 1GN1003 FAILURE. EXPOSED DUCTS IN ALL UNHEATED SPACES TO BE INSULATED WITH R -4, 1545 S.F. 13' -e NOTE: 4 '14 Pps. 18x15,2" CONC.FTG 2 PLACES L- L NE OF DECK 2ND FLOOR EXIST d FIN 05. Q 1/2" PLYWD OR O.S. .5 'wad NAILS 3 6 ". . G. EDGES 4 1 "0.G. FIELD 4 BLK. MIN. 4' -0" PANEL • WD.GUARDRAIL 3'x3' CONC. 2x10 FLR.J55 -� 0 16" O.G. 5 -38 INS. x13t'6L6 24F-V4 BM A/5IMP30N HU2I0 HANGERS 7 MIN, GLR. SLAB TOP OF 23< ^.50' 4x12 BM 44455.0344 ,'- COL. 3554 4,2 BM 2 0544 NIMPN SQL. 3554 A355 FRAMING. ANCHOR 0 TRU55E 'x BIRDSG BLK, VENT. 04'- O.G. PRESSURE TREATED 2x8 FLR-J5T,016 ALUM. GUTTER W/MFbSTAMP 12 5 b l PITCH I I I I j 51ND 4045455 07-0 L. 45' -O" SCALE 1/4 "=1 -0" RIDGE 256.50' I /2 "PLYWD SHT'G FRAMING SECTION A -A FOUNDATION 1ST FLOOR FLAN SC-ALE 1/4 " =1' -0" 4,00 HDR WD,GUARDRAIL-.. b PREE56RE TREATED 2.6 FLR.J5T.016 "0.G. in LINE OF 2ND FLOOR 2-2=10 SE15M10 ,-TRAP GA5 FURN 4 HINT ON 18" HIGH PLATFORM LINE OF '2ND FLOOR ,2 yj 24° =24°x12" Q GONG FTb J2 -w4 EW 2 PLACES 1 ati a 1 TOW 245.83' 2ND FL. 241,08 9 tiV q20 S.F. LIV.SPG. 45 S_F. GAR. 0 RECEIVED CITY QF TUKw" ' AUG 2 1 2001 PERMIT CENTER (G) GOPYRIGF!T ZA ✓ALES 'a4 02 -1 -01 02 -24 -01 ALUM. GUTTER lct24G.1.5GR ATTIC VENT SCALE I/4 " =I -O" RIGHT ELEVATION SCALE 1/4" = 1'-O" LEFT ELEVATION 11IIIII1111I(IIII 411 ii uii' - -_ ,,l r :... �.f7u. faRADE IIIIII at" 1 ill I.FLASH Iv8 BARGE TOP PL: ALUM 1 GUTTER 2ND FLOOR Ix6 BEVEL SIDING OVER 15a FELT UNDERLAY 2.x4 CORNER BD. FIN. 6 EXIST GRADE - -, ISTFLOOR PITCH 8/12 2O' >20 HE, DECO PITCH ATTIC. VENT. 6/12 NOOD STEPS a enut.J STEPS 1 1 1 1 i ®o M/ l En • • REAR ELEVATION SCALE 1/4" = I'O" ■■■■ ■ U .�� ■ ■■■■: SCALE 1/4" = I -O" COMP ROOF 1/4/15. FELT UNDERLAYMENT 11 ■ FRONT ELEVATION PITCH 8/12 I I 11 111 EMI v1 IF-111 1 , 12'k 12" HEX. DECO1 ATTIC VENT. YWLL SHINGLES \ "INDW. DAY 1!;I DO1 -252 PROVIDE ROF VENTSII /15O) PER UBG /SEC 15053 ALUM. GUTTER 02 -2& -nl 'C..7. F1/1$11 �RnOF $ WRLL5 RECEIVED CITYOFTIN(ytnl e AUG 2 1 pool PERMIT CENTER 0 z a_ .1 PITCH SEE PLAN FOR REVIEW 4 APPROVAL. 18 "MAX. _ I INCL. GUTTER T.O.W. `/ N 11114.*11 $ STRAP T A } W BIRDSGR . ALUM. GUTTER4' - • 11 2 2 - 2x4 CONT.---____ PLATE 1 6 - LUE S SIN ' I W_ Ai 2 2'X RIM JST. 2 -2x¢ GONT. 1 1 ( E PLANS A. F 2.4.4 STUDS 6 16 "O.G. W/R -13 2 "X RIM J015T OR BLK'G 1 /2 "0 x10 "A.B. 4'- O "0.C. ® 2X6 P.T. MUDSILL 2 ° x2 "x3/16" WASHER -�y i 2 E FIN. GRA PERF. DRAIN TILE STORY CRAWL DET. 0 SCALE 3/4 " =1' -O" 2.6 PLATE INSULATION SEE PLAN 2 -4 CONT. 6 MIL VAPOR Ca BARRIER 2 -114 GONT. 2 1 CONT. 1/2" PLY. 2x6 STUDS 6 16 "0.G. UNDER 3i2IN6_ I W/R -Iq 2X6 SOLE Mill 5/4" PLYWD. T*G I/2 "3 x10 "A.B. I*. INSULATION SEE 4' -0" O.G. G 2X6 'tr, PLAN P.T. MUDSILL $►�� W/ 2 "x2 "x3/16" l ''''''. ' WASHER FOUNDATION VENT BEL. INSULATION -IN PERF. DRAIN TILE 2 STORY DRAWL PET. SCALE 5/4 " =I' -0" TO KEEP WALL RESTRAINED WHERE FLOOR JST. ARE PARALLEL TO WALL, USE 2 "X ELK'G, 6 2'- O "O.G. ACROSS 4 JST. SPACES, PLY., NAILING TO JST. USE Ed 6 6" O.G. 5/8 "3 X"O" A.B. ®2' -0" OG. THRU 3x8 P.T. MUDSILL DOUR. -FIR USE 2 "x2"13%16" WASHER SIMPSON JB28 01/4 -NIO TO MUDSILL 4 2 PRONG TO JST. G.1 DRIP SCREED FREE DRAIN'G GRAVEL COMPACTED BACK FILL ASPH. . EMULSION 4" P/E'PE 1 P)PE SET �^I TjRR ROf /� FILTER PEER /E 16 2x FLR. JET 16 "O.G. SEE PLAN \ ? 2 "x FLR. JST 616 "O.G, 2 -.4 GONT 2 -.4 CONT. 1/2" AIR SPACE a4 VERT- 614" O.G. 2X4 STUDS ®16 "O.0 R -13 INS. 114 HO RIZON- 4 1'f," O.G. .41 DONEE-5 6 614" O.G. 2- 11 4CONT. RESTRAINED WALL L2 "X FL. JST. - SEE FL. PLAN R -I O WD. POST -SEE FLOOR PLAN FOR SIZE SIMPSON CB44N.N.O W/2 -5/8 BOLTS , SEE FOUNDATION PLAIN GONG. FTG. *$ POST DET. SCALE 3/4 " =1' -O" 2 STORY GRAWL DET. 0 SCALE 5/4".1'-0" 2x6 STUDS 4" CON, 616" OL SLAB f4E -14 IN5. y4 "I 8 " X 16" PROP FND. GARAGE SCALE 2/4 "=1' -0.. ` E MN. GRADE 0 WD. BEAM SEE FL.. PLAN 4 "PVC p_c41:, PIPE SET 1A IV DMA ROCK WRAP w/ KILTER F ORZ "TYP." SEE NOTE BY 5i DE SIMPSON PC POST OAP UNLESS NOTED OTHERWISE ON PLANS 8 ° x8 "GONG. PIER MIN, 2-* E.W. SEE PLAN R -10 RIGID WHERE OCCUR. 2- 11 4G0NT 226 STUDS 616 "O G. R -t. INS. G.I DRIP SCREED. -Key 2 -.4 CONT 016" 0O. HORIZ. 6" 5/8° TYFE "X" GWB 2 - =4 CONT. 4" GONG. 5 -AB -Ye GAR. GONT. FTG. SCALE 3/4 ".1' -0" 1/2" AIR ASPHALT SPACE EMULSION " 4 -0 MAX WALL 6S) INTERIOR SLAB SCALE 3/4 ".I' -0" I/2 "3 .10"A.13. 6 4 -O'C G 2.6 P T.MUDSILL USE 2 "x2 "x3;16" WASHER 2 -R4 CONT TOP 2X4 STUDS 6 16 "0.G. W/R -!3 1 "0.G. VERT. 6 3x4 STUDS ® 16 O.G. IF 2 FLOORS ABOVE 2x4 51305 I /2 "m x10" A.B. 0 16" O.G. 04' -0" O.G. 2X4 P.T. PLATE -USE 2 "x2 "x3/16 "WASHER 4" GONG. 4" CONC. SLAB SLAB 3/4' PLYWD. T4G SUB- FLR. 2 "x SOLID ELK'G 2 "X4" THERMAL BREAK / 4` GONG. SLAB USE SIMPS. GB44 GOL.BASE u s. 4- � A.C - DRIVEWAY NAT. GRADE 2- CONT. TOP 4 3TM. R -10 INS. 2' -0" WIDE ARND. PERIMETER 2 -1 CONT BIM. 0 GONG. P!ER SCALE 3!4 "= 1 -0" IS" MIN. 30. x4 CONT. TOP @ BTM. INTERIOR SLAB SCALE 3/4 " =I' -0" 4 "x GIRDER SEE PLAN 424 POST 2x3P.T. Apa FELT MUDSILL 3 • j '. .. &MIL VAPOR BARRIER T0.W- ALUM. GUTTER -.4 E.W BIRD =.MGR. BLK'G 2'-0" O.G. 1473 -2 "0 - HOLES EA. BLK. -BLK'G OVER TOP PLATE (TYP) LINE OF WALL I I WHERE GANT'L 1 I OCOURS, INSU. SOFFIT 1 I END FLOOR L l II I I }I TGP PLATE LI_ 2 "x FLR. JST. SEE FND. PLAN 18" WD. SIDING OVER 1/2" PLYWD. OR 0.9.6 - SIDING OVER 15! FELT - LAYER 2X4 STUDS 16" O.G. A/R -13 2 -! CON T, 6 TOP TOP OF SLAB 1 VERT. 2 18" O.G. TYP. 4 ALL STEM WALLS 4 ° PVC PEKE, 7+711 SET e 2_ CON 1/2 "3x10" A.B. ' - 260" O.G. 2X4 P.T. PLATE -USE 2 "x2 "23/16" WASHER INS. SEE PLAN ?-2X CONT. PLATES IN. WIND BAFFLE 2 STORY WALL PER TILE F. DRAIN -NN FLAN TYP. GIRDER POGISET 0 SCALE 5/4".1-0" ROOF TRUSSES ®2' -O" D.G. W/ MFG. STAMP I/2" GDX PLYWD RF. SHTG.- 2245TUD5 16" O.G. W/R -I3 SLAB FND. SCALE 3/4"=1' -0" 2 "xP,T.STILL MINI /2" CLEARANCE H2.5 HURRICANE STRAP TO 2 -2x6 1/2" GWB 22 RIM JST. OR ELK'G Z - 2x4 CONT. PLATES L dLa NOTE: TYPICAL * NOTE: 2-.4 CONT. 4 CONG. SLAB SS ROOF TRUES 22' -0" O.G_ W/MFG STAMP R -38 BLOWN INSULATION BLOWN INSULATION AT GANT'L FLOORS, DOUBLE FLOOR JOISTS ® ENDS OF BRACED WALLS 3/4" T4G PLYWD. 532. FL. NAIL 4 �- PLYWD INDEX NO / NAIL W/861 e6"0" a . FIELD 22 FLOOR SEE PLAN SOLID ELK. OVER 1 PARTITIONS PROVIDE INSULATION UNHEATED AREAS 5E I KI _ V' '11.''.4 711111111111MMEt - i 4"LJ.lZONSI A�i`.f'JICIONl� ' w \\_____ rel.. UNDISN f Q�QZ /il ;1a 2x4 P.T. MUDSILL W!I! s. ® 4' -0" O.G. MAX. -12" 4 ENDS OF SILLS 4 MI INTO CONCRETE -USE 2' NOTE: CHECK 5W 5CH SNIT 53 FOR A. G. SLAB SHEAR WALLS. NATURAL SOIL R - 10 RIGID IN 24" WIDE ARC PERIMETER 1/2" PLYWD W/WD. SIDING OVER 15. FELT G.I.DRIP SCREED 2 -s4 CONT. PERF DRAIN TILE -ROCK BED ALL FOOTINGS TO BEAR FIRM, UNDISTURBED NATURAL SOIL 4 SEE FOUNDATION PLAN FOR FOOTING DEPTHS AT ALL SHEARVVALLS. SLAB FND. SCALE 3/4"=1' -0" INDEX 20.24/0 I/2° CDX PLYWD. RP. SHTG. 8d ®6 "0.C.EDGES I 16" 2 -.4 CONT. WIND BAFFLE TO EXTEND 12" BEYOND BLOWN INSUL. 2X4 STUDS 0 16" O.G. IN/R -13 12S. 3 STORY WALL 224 P.T. MUDSILL • W/1/2"0 x 10" A.B. 34'- 0 "0.0. USE 2 "x2 "x3/16" WASHER 2 -.4 CONT. A.G. DRIVEWAY GONG. SLAB -iN 2 -.4 CONT. TOP 4 BOTT NAT GRADE GAR. GONT: FTG. - SCALE 3/4 " =1' -0" TRUSS GALOS TO BE REVIEWED BY ARCH/ ENGINEER PRIOR TO SUBMITTAL TO ARCHITECTURAL NOTES. I. GENERAL GONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS IN THE FIELD AND ANY DISCREPANCY 5HALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK. 2. ALL CONSTRUCTION PER U.B.C.,1447 EDITION. IN CITY OF SEATTLE USE 1947 S.B.G. AND 1447 WASHINGTON STATE ENERGY CODE 4 Ig47 MECHANICAL CODE. 3. AL6 FOUNDATION PLATES OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR AND 82DLTED TO THE FOUNDATION WITH V2 INCH DIA. 135 10 INCH ANGHOR BOLTS (A307 413). BOLTS AT 4 FEET ON CENTER, WITHIN 12 INCH OF THE ENDS, AND MINIMUM OF 2 PER PIECE WITH ONE BOLT LOCATED NOT MORE THEN f2" OR LESS THAN SEVEN BOLT DIAMETER FROM EACH END OF THE PIEGE.'THE BOLTS SHALL HAVE A 40 DEGREE HOOK 05 HEAD EMBEDDED A MINIMUM OF 7 INCH INTO THE CONCRETE ALL W002 IN CONTACT WITH EARTH OR CONCRETE, SHALL BE PRESSURE TREATED 2.5.2. SEG. 2306.4) 4. ALL HORIZONTAL FRAMING LUMBER: SEE DRAWING 52 FOR LUMBER NOTES_ 5. FLOOR JOISTS SHALL BE BLOCKED AT ENDS 4 OVER EACH SUPPORT BY 2 x 6. CONTRACTOR TO SUBMIT ROOF TRUSS CALCULATIONS, BY MANUFACTURER PRIOR TO INSTALLATION. ROOF TRUSSES TO BEAR MANUFACTURERS STAMP BY AN APPROVED PLANT AND HAVE QUALITY CONTROL STAMP ETC., ON EACH TRUSS 4 TO BE REVIEWED BY BUILDING DEPT. 7. CONCRETE COMPRESSION STRENGTH TO REACH A MINIMUM OF 2500 PSI AT 28 DAYS. MINIMUM OF 5 I/2 SACKS OF CEMENT PER CUBIC YARD. 8. FOUNDATION SIZES ARE BASED ON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. q. ATTIC VENTILATION PER U.B.G. SEG. 1505.3. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT I /150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA I5 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO 135 VENTILATED AT LEAST 3 FEET ABOVE: EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE5. OR CORNICE VENTS." 10. FOUNDATION VENTILATION. UNDER FLOOR AREA SHALL BE VENTILATED PER V.B.G. SEC. 2306.1. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EAGH 150 SQUARE FEET OF UNDER FLOOR AREA. II. EXHAUST FANS, RANGE HOODS, AND CLOTHES DRYERS SHALL VENT. TO OUTSIDE 4 MIN 36" AWAY FROM ANY OPENING .4 WNL. 181 LISTED RATED "DUCT ". 12. NAILING AS REQUIRED PER V.B.G. CHAP. 23, TABLE N0.23- 11 -3-I UNLESS OTHERWISE NOTED. SEE DRAWING 52. 13. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS. 14. EXTERIOR WALLS CONSTRUCTION REWIRES BRACING PER U.B.G. SEC. 2320.113. E. PROVIDE !!15 FELT UNDER ALL EXTERIOR SIDING.. 16. ALL INTERIOR WALLBOARD (G.W.5) SHALL BE i /2'. INCH UNLESS OTHERWISE NOTED. 17. ALL INTERIOR DOORS SHALL BE 13/8" THICK. 18. ALL 1115 AND 5HONER ENCLOSURES SHELL BE WIRED, SAFETY, OR TEMPERED GLASS, I4. TUB AND SHOWER RECESSES SHALL HAVE 1/2 INCH. WATERPROOF GYPSUM WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET ABOVE FLOOR, . 20. ALL GLASS WITHIN 18" OF FLOOR AND WITHIN 24" OF ANY DOOR SHALL BE TEMPERED. 21. MAXIMUM WINDOW SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM SHALL BE 44 INCHES AND WINDOWS IN BEDROOM SHALL HAVE NET CLEAR OPENING OF 20 INGHE5 MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 5.7 5O. FT_ 22. ALL SKYLIGHTS SHALL USE 3/16" FULLY TEMPERED SAFETY GLAZING MOUNTED ON 4 INCH RIM ABOVE THE ROOF. SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAZING. IN ONE DIRECTION, SHALL NOT EXCEED 25 INCHES WHERE SLOPE 15 LESS THAN 45 DEGREES. 23. ALL WINDOWS AND GLASS SLIDING DOOR FRAMES SHALL BE ANODIZED ALUMINUM WITH THERMAL BREAK. 24. ALL APPLIANCES INSTALLED IN GARAGES PER V.M.G. SEC. 304. 25. COMBUSTIBLE AIR (FURNACE) PER U.M.G. SEC'S. 101, 702, 103, AND 101. 26. SHEET METAL DUCT WORK PER U.M.G. 5E0. 601, 602, 603, AND 104. SEAL AND TAPE JOINTS. 27. VENT CONNECTORS ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER V.M.G. SEC. 224. 28. HEATING UNITS SHALL MAINTAIN 10 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE 15 10 DEG F. 24. ASPHALT SHINGLES 5HALL HAVE .15 FELT UNDERLAYMENT, 3 TABS, AND BE APPLIED TO MINIMUM 4 IN 12. (HORIZON) PITCHED ROOF. 30. 21000 SHAKES AND SHINGLES PER U.B.C. SEC'S. 1507. 31. FIRE STOPPING, DRAFT STOPPING, AND FIRE BLOCKING PER U.B.G. 5EG. 708.2.1. ( 52 METAL FIREPLACES SHALL HAVE GLASS DOORS AND BE INSTALLED PER U.B.G.SEG. 3707 AND U.M.C. 5E0. 412 AND MANUFACTURERS SPECIFICATIONS. 35. SECURITY IF APPLICABLE: A. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. EVERY ENTRY DOOR SHALL HAVE A VISITOR OBSERVATION PORT. G. EVERY ENTRY AND GARAGE DOOR SHALL HAVE A LOCKSET WITH DEAD BOLT OR DEAD LATCH NI, AT LEAST !/2 INCH MINIMUM THROW. D. DEAD BOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL PATIO DOORS (SLIDING) AND OPERABLE WINDOWS; LOCK CASE MOUNTING SCREWS C INACESSIBLE FROM OUTS. 34. HOUSE - GARAGE OCOJPANGY SEPARATION: SEC. 502.4. A. 5/8 INCH TYPE "X" GYPSUM WALLBOARD ON CEILING AND EACH 510E, ALL WALLS AND 5/8" ON ALL CEILINGS WITH FLOOR OVER. B. GARAGE TO DWELLING DOOR SHALL BE SELF CLOSING, TIGHT - FITTING SOLID GORE, WEATHERS TRIPPED, AND 1 3/8 INCH MINIMUM THICKNESS. G. DUCTS PIERCING FIRE SEPARATION WALL SHALL BE MINIMUM 26 GA. GALVANIZED STEEL. 35. ENERGY NOTE-5, SEE FLOOR PLANS FOR ADDITIONAL NOTES AND VENTILATION. A. INSULATION; A.I. ROOF WITH VAPOR BARRIER 02 WINTER WARM SIDE R -38 A.2. EXTERIOR WALL R -i4 A.5. FLOOR OVER UNHEATED SPACE, ELECTRIC R -50 GAS 5 -I1* A.4. BASEMENT WIALLS, TO BELOW GRADE LINE 5 -14 AS. FLOOR SLAB ON GRADE R -10 (2 INCH x 24 INCH RIGID INSULATION AT PERIMETER) 43. FURNACE DUCT IN UNHEATED SPACES 5 -8 TO 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE 5. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE GLAZED. U -VALUE 0.65 MAXIMUM. AND WITH THERMAL BREAK_ IF GAS FURNACE USED (0.40 MAX IF ELECTRIC USED). G. EXTERIOR DOORS SHALL BE WEATHERS TRIPPED AT HEAD AND JAMBS, D. EXTERIOR JOINTS AROUND: WINDO'W5 AND DOORS FRAMES SHALL BE CAULKED, WEATHER - STRIPPED, OR GASKET. 36. STRUCTURAL NOTE5. (IN SEATTLE, ALL DESIGN LOADS PER 55.0. A. SNOW LOAD (ROOF) B. FLOOR LAVE LOAD G. WIND LOAD, EXP. B, WIND SPEED D. ALLOWABLE SOIL BEARING (TO BE FIELD VERIFIED) E. RETAINED SOIL ACTIVE PRESSURE. EFP GH.I6 25 PSF 40 80 MPH 2000 PSF 50 PGF COPYRIGHT ZA✓ALES '00 an CI 1°11th SEP 12 20 t.otED 7-10-00 PERMRCEICER 5-12- 0 si NAIL SHEATHING TO HDR (2) -2"x STUDS SHEATHING NAILED TO EA. STUDS 0 3" O.G. STAGGERED EA. SIDE APA RATED SHEATHING 3/8" MIN. P.I. 24/0 EXP.I NAILED 8d 05" O.G. ALL PLATES. HEADERS 4 STUDS. 2"x SOLID BLOCKING REQ. a SHEAR JOINTS. HOLD DOWN WOOD /GONG. MIN.GAPACITY (E.G. SIMPSON STHDI4) 3/4" PLYWD SOL.SHTG. TO FRONT NOTE: I. FOR USE IN GARAGE END WALLS AS SHOWN IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, PLYWOOD SHALL OVERLAP THE RIM JOIST 4 SILL PLATE. PROVIDE HOLD OWNS. BOLTS AND PLYWOOD NAILING AS SHOWN. PROVIDE SPECIAL DETAIL IF USED ABOVE 1ST FLOOR. 2. ANCHOR BOLTS MUST BE FULL 1/2 DIAMETER WITH GUT THREADS. i6 INCH LATERAL RESTRAINT PANEL FL. JET - SEE FLOOR PLAN LOWER PR. OF GUARDRAIL METAL SIMSON HANGER 5/8 "TYPE x FOR USABLE SPACE UNDER STAIR 4 UN USABLE UNDER ROOF TRUSSES/ RAFTERS TO HAVE HURRICANE ANCHORS TO TOP PL. CONT. HDR. OVER TOP OF SHEAR WALL 4 "x HEADER -SEE PLAN MIN. 1 /2 "0 AB. MIN. EMBED, 7" (3) -2' PLATES NAIL SHEATHING TO EA. PLATE TOP OF CONC. 4' -0" MAX. MET. FLASH 2x165 NAIL �-® LEDGER TO EA. STUD TOP OF HALF WALL OR RAIL USE 2 -2x12 OR 3 -2x12 STRINGERS IF OVER 5' -O" WIDE I -4J,," TO 2-1" " STAIR SECT. l l l DBL. TOP PLATES i•L I 1 I , I.� 1 :5:1: SHEAR TRANSFER 2ND STORY TO IST STORY WALL SCALE 3/4 " =1' -O" PLATE A g 251 2x4 PLATE 2x6 R024"OG. �- FRONT WALL 1ST STORY 2.4 KICKER NOTE: f BLOCK STRINGERS @ MID. POINT E WALL ALONG STRINGERS WD.ROUGH TREAD WD.R000H RISER HEADER /- SEE PLAN 1;2 "PLYWD. EA. SIDE 1 W/Sd NAILS 0 6"050. EDGES 4 12 "O.C. FIELD 4 BLOCKING EDGES I 2.X4 HD5A HOLD DOWN MIK 3000= UPLIFT CAPACITY OR 5/8 "m 3 -I/2 - 5 x10 "A3. 0 PANEL 114 POINTS FOUNDATION C 2 -2x12 HDR SIMPSON HANGER CARRIAGE 2x12 FIRE BLOCKING 2' -8" MIN. # ) I 11 IV 1 1 41 J41 SEE DET 7. NOTE: THESE DETAILS ARE PRESCRIPTIVE FROM "qf UBC I STORY OF 2 STORY © SCALE 3/4 ".I' -O" (" 5 ./ 3 -16d 1x12 CONT. DECK RAIL SCALE 5/4".1'-0" DROP FLOOR @ GARAGE SCALE 2x6 GONT. TOP RAIL 2x2 4 2.x3 SPINDLES ALT. 2..4 CONT. 2 -1 /2 A.B. a PANEL 1/4 POINTS 2 - TSB GON .. FOUNTDATION . 2x6 575'05 0 I6 O.G. 0 X4 CONT. TOP 0 5TM 2 -1ST. 2"x6" DECKING NAIL 5PC APART -TOP OF DECKING I MIN. BELOW HOUGE FLR. 5210 UPSIDE GOWN HANGER 2,RIM. CONT. (_ 2">cRIM INHERE JOIST PARALLEL TO RAIL) MIN. 1 CONT .14 -2 "ROUND OR OVAL HANDRL RETURN ENDS TO WALL MAX. 3" PROD. PARTIAL STAIR / I l HANDRAIL @ WALL 1 /2 "PLY•0. ONE SIDE - W/Bd NAILS ® 6 EDGES 4 12 "0.0. FIELD 4 BLOCKING EDGES HD2A HOLD DOWN MIN. 1800 UPLIFT CAPACITY - USE SSTs 24 FOR 5/8 "0) I STORY ONLY SCALE 5 -0" DROP FLOOR @ GARAGE SCALE 3/4 " =1 -O" 6.I.FLASH 256 P.T. PLATE W/ 1/2"0 410 ". A.B. 5 4' -0" 0.G (OTHERWISE NOTED) AND 2 "112"x3/16" 5Q WASHER 4" GONG. SLAB SIMPSON HANGERS NAIL 2"sLEDGER TO WALL W/3 -165 12 "0.C. DECK LEDGER 5CALE 5/4"=1' -0" `• R -10 RIGID INS. 24" WIDE AROUND PERIMETER 0516x2' -0" STRAP 51/4 -105 EA. LEG 5 EA. END OF DECK 4 10C/L a E 2556 STUDS 0 16'0.C. I/2 "0 XIO" A,B. 54' -0'050 THROUG 2X6 P T MUDSILL 4" CONC.-, SLAB CONNECTION NAILING I. JOIST TO SiL L OR GIRDER, TOENAIL 5 - 8d 2. BRID1/43156 TO JOIST, TOENAIL EACH END 2 - 8d 3. I "x6" (25mm x 152mm) SUBFLOOR OR LESS TOEAGH JOIST, PACE NAIL 2 -55 4. WIDER THAN 1•x6" (2511 x,152mm)SUBFLAOR TO EACH JOIST, FACE NAIL - 5 5. 2" 151mm) 5'JBFLOOR TO JOIST OR GIRDER. BLIND AND FACE NAIL 2 - 165 6. SOLE PLATE TO JOIST OR BLOCKING,TYPIGAL FACE NAIL 165 AT 16 "(406nts)0.C. 504.-5 PLATE TO J01ST OR BLOGKIN0, AT BRACED WALL PANELS 3 - 16d PER 16" (406 mm) 7. TOP PLATE TO STUD. END NAIL 2 -165 5. STUD TO SOLE PLATE 4- 5d,TOENAIL OR 2 - 465,END NAIL R. DOUBLE STUDS, FACE NAIL 1641 AT 24" (610 mm) O.G. f0. DOUBLED TOP PLATES, TYPICAL FACE NAIL 55 AT 16" (406 mm) O.G. DOUBLE TOP PLATES, LAP SPLICE 8 -165 11. BLOCKING 5E1WEE4 JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3 -85 12. RIM JOIST TO TOP PLATE, TOENAIL 85 AT 6" (152,65 0.C. 13, TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 -165 14. CONTINUOVS HEADER TWO PIECES 165 AT (406mm)0.G. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOENAIL 5 -55 16. CONTINUOUS OU5 HEADER TO STUD. TOENAL BOTTOM AND STAGGERED 2 -205 4 -55 IT CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL AT ENDS AND AT EACH SPICE 5 -165 18, CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 5 -165 144, RAFTER TO PLATE, TOENAIL - 5-45 20. 1" (25117 BRACE TO EACH STUD AND PLATE, FACE NAIL. 2 -55 21. 5 x8" (25mn X 203mm) SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 -8d 22, WIDER THAN r x 5 (2511 x 203mm)SHEATHING TO EACH BEARING, FACE NAIL 5 -85 23. BUILT -UP CORNER STUDS 165 AT 24" (61Omm) O.G. 24. B)1LT -UP GIRDER AND BEAMS 205 AT 3258134m) O0. AT TOP AND 25. 2" (51 mm) PLANKS 2 -16D AT EACH BEARING 26, WOOD STRUCTURAL PANELS AND PARTIGLEBORD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING.): (I 1505.25.4 MM) IT AND LESS 6d s 8d. OR 659 45/52"- 3/4 7/8" - r 85 I 1 /6" - 1 I /4" IOd OR ads COMBINATION LOOR- UNDERLAYMENT (TO FRAMING):(I Inch=25.4mm1 3/4" AND LESS 8d s 7/8 ° -I" 8d s 1 118' - 1 I/4" OR AGis 27. PANEL SIDING (TO FRAMING): s t/2 (1365) OR LESS 65 518" (161(6) 85 28. FIBERBOARD SHEATHING., 1/Y (13nmJ 50.11 ga. d 50.16 ga4 25/32 (20 mm1 NO. II go? d`' NO. 16 GA! 25. INTERIOR PANELING 1/4" 5)5" 6d 1 ° COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.. NAILS 5PGED AT 6 I4C14E5 (152 MM) ON CENTER AT EDGE, 12 INCHES (305 MNl) AT INTERMEDIATE 5J9PORT5 EXCEPT. 6 INCHES (452M) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (12144 MM) OR MORE. FOR NA!L1NG OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALL, REFER TO SECTION 23143. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. '00M10N OR DEFORMED SHANK. `COMMON. ' veFoRmer SHANK `CORROSION RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENT OF SECTION 23043. 'FASTENERS SPACED 5 INCHES (76 •1.4) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152 MM) ON CENTER AT INTERMEDIATE SUPPORTS. .CORROSION RESISTANT ROOFING NAILS WITH 7/16 INCH- DIAMETER (II MM) HEAD AND 1 1/2 -INCH (38 MM) LSSSTH FOR 112 -45044 (13 1.44) SHEATHING AND 1 3/4 -INCH (44 MM) LENGTH FOR 25/32 -INCH (20 MM) SHEATHING CONFORMING TO THE RECUIREMENT5 OF SECTION 2304.1. CORROSION- RESISTANT STAPLES WITH NOMINAL 7/16 -INCH (11 MM) GROWN AND 1 1/6-INCH (25 MM) I-ENGT'H FOR 1/2 -INCH (43 MM,) SHEATHING AND 1 I/2 -1NGH (38 14 LENGTH FOR 25/32 -INCH (20 MM)' SHEATHING CONFORMING TO THE REGt'IREMENT5 OF SECTION 23041 fO PANEL 5PPORT5 AT 16 INCHES (406 MM) [20 INCHES (508 MM) IF STRDIGTH AXIS IN THE LONG DIRECTION OF TIE PANEL. 14■555E OTHERWISE HARKE05 CASING OR FINISH NAILS SPACED 6 INCHES (152 MM.I ON PANEL EDGE5)2 INCHES (305 MM) AT INTERMEDIATE SUPPORTS. PANEL SUPPORTS AT 24 640-E (610 MM).GAS4NG OR FINISH NAILS SPACED 6 INCHES (152 MM) ON PANEL 517GE5. 12 INCHES (305 N✓) AT INTERMEDIATE SUPPORTS. 5/8" TYPE X R -10 IN 2 -a4 TOP 4 BOTTOM GAR. SLAB @ HOUSE CRAWL SCALE 3/4 I -O" HOLD -DOWN $ CORNER DETA SCALE 3/4 "=I' -0 TABLE 23- II -3-1 NAILING SCHEDULE / 5 /8 PLY1 FL_ 42 8 7 1544 E 4' �A' . R' . 4 4 A S 54®18'0.0. 3 - HORIZ. 2 -6" / 2.4 THERMAL BREAK 4' CONK. SLAB ' INEULAT4ON SEE PLAN FL.R..545. SEE PLAN FREE DRAINING GRAVEL 4 PERE. DRAIN TILE 3Er 141 ue Xflcn WXjp w /F/trER p45545 1/2° PLY. D01 -252 2 -2X6 TOP PLATE I /2" PLY.51 . 2x6 0515PLE5 ®16"0.0. 2X6 MUDSILL 2 - HOR 54 TOP UNRESTRAINED WALL SCALE 5/4" =1' -O" R -10 INS.. GENERAL NOTES. THE GENERAL NOTES ARE SUPPLEMENTARY AND NOT INTENDED TO SUPERSEDE THE DRAWINGS. IN THE EVENT OF A CONTRADICTION BETWEEN THE ACTUAL SITE CONDITIONS AND THE DRAWINGS OR THESE NOTES, THE CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO COMMENCING WORK; T1-15 0E51GNER WILL PROVIDE A RESOLUTION TO THE QUESTION. BALDING GODS AND 5TANDARD5, ALL WORK SHALL CONFORM TO THE UDC. "57 4 SEATTLE BUILDING CODE (sec). (THE UNIFORM BUILDING CODE, 1557 ED, WITH SEATTLE AMENDMENTS.) THE FOLLOWING 5TANDART5 SHALL ALSO 58 USED: AMERICAN CONCRETE INSTITUTE (ACI) SPEGIFIGATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (AGI 301) • AGI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES 315, REVISED) AGI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318)/ DE51GN LIVE LOADS: ROOF 25P5F DECK 4OPSF FLOOR 40 - STAIRS 100 EARTH 55855U5E: RETAINED EARTH ACTIVE (EQUIVALENT FLUID) PRESSURE 30 PGF PASSIVE PRESSURE 300 WIND LOAD: WIND PRESSURE P- 0,405 BOMPH WIND ZONE. F =2132 C EARTHQUAKE: SIMPLIFIED DESIGN BASE SHEAR V =3 C ZONE 3, UNDETERMINED SOIL PROFILE TYPE, Cd0.36 LIGHT - FRAMED WALLS: PLYWOOD PANELS, R =5.5, V =0.251 GYPBOARD PANELS, R=4.5, V =0.2451 FOUNDATIONS: ASSUMED ALLOWABLE 501L BEARING PRESSURE 2000 P55. NOTIFY THE ENGINEER IF QUESTIONABLE. MATERIAL 15 ENCOUNTERED 5005(555 SHALL BEAR UPON FIRM, UNDISTURBED NATURAL SOIL AMINIMUM OF 5 INCHES BELOW ADJACENT GRADE. CENTER FOOTINGS BENEATH COLUMNS - AND - WALLS UNLESS . SPECIFICALLY DIMENSIONED OTHERWISE. .CONCRETE: SPECIAL INSPECTION NOT REQUIRED, COMPLY WITH 530 1701.5.1. "EXCEPTION" DESIG5 BASED UPON k =2500 P51 ALL CONCRETE SHALL HAVE PORTLAND CEMENT, HARD ROCK AGGREGATES, AND BE PROPORTIONED FOR 5TRENGTH, '. DURABILITY AND REDUCED SHRINKAGE ALL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE ADDED IN ACCORDANCE WITH THE MA55540 URER'5 RECOMMENDATIONS. MIN. STRENGTH MIN CEMENT MAX. WATER USE k =2500 551 5 I/2 SK /GY 6.0 6AL /5K ALL-EXCEPT 44 =2000 4 112 5.0 NON- 5TRLVT REINFORCEMENT: DE555 BASED UPON F = 20.000 551. REINFORCING STEEL, ASTM 456(5,6RADE5 40 AND 60, WHERE NOTED. WELDED WIRE FABRIC . (54515), A5TM A 155. PROVIDE THE FOLLOWING COVER FOR REINFORCEMENT 155555 SHOWS OTHERWISE ON THE DRAWINGS: CONCRETE DEPOSITED AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER CONCRETE NOT EXPOSED TO EARTH OR WEATHER SIZE CLASS SPECIE 5LF (PLATES) LF (STUDS) L45 (JOISTS) L4P (4xHEADERS/BEAM5) 545 (6xHEADERS/BEAM5) SLF (4550555) PST (5=4>) GLB (SIMPLE BM. CONT. BM, ALL AITG CERTIFIED) FASTENERS: DF HE HE DF DF DF DF DF DF FLOOR DOUBLE GLAZED 51. GRADE NO.2 STUD N0.2 110.2 NO.4 N0.2 NO.I 24F -V4 24F -V8 /2" 3/4" REINFORCING 36 DIAMETERS, MINIMUM 16 INCHES. AT SPLICES AND WALL CORNERS AND INTERSECTIONS UNLESS SHOWN OTHERWISE ON THE DRAWINGS. MINIMUM BARS AROUND ALL WINDOW AND DOOR OPENINGS, EXTEND MINIMUM 24 INCHES BEYOND CORNERS. ADD 8 4x2' -0 DIAGONAL BAR AT CORNERS OF OPENINGS. LUMBER: 5TRU5TURAL PLYWOOD ROOF SHEATHING SHALL BE APA STD i /2" CD, PLUGGED. INT. DOUGLAS FIR WITH EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5 72005 F114=875 P54 (5) Fb=615 Fb =850 Fb=855 Fb =1350 Fa =1500 Fa =1000 5b=2400 Fb =2400 BOLTS- A5TM A307 WITH WASHER AT WOOD BEARING NAILS- COMMON WIRE NAILS (NAILING IN ACCORDANCE WITH 580 TABLE 23 -1-0. CONNECTORS- SIMPSON STRONG -TIE OR EQUAL (FILL ALL HOLES W/NAIL5 OR BOLTS PER MFRS RECOMMENDATIONS). PREFABRICATED MATERIALS: PREFABRICATED MATERIALS SHALL BE OBTAINED FROM AN APPROVED' FABRICATOR WH0 SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT AND DESIGNER FOR APROVAL PRIOR TO FABRICATION THE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT YWHEN'. FABRICATED ITEMS HAVE ARRIVED ON THE .105 SITE PRIOR TO ERECTION. MOUNT SKYLIGHT ON - "x4" RIM so , '1001 � t}1D SKYLIGHT DET. @ PITCHED ROOF SCALE 3/4 " =5 -0" RECEIVED CITY OFTUKWIL4 MOUNT SKYLIGHT 'ON 2 "x4" Au6 2 2001 G,I.FL45544 PERMITCEMER 2xNOTGH FOR THROUGH VENTING R -30 INS, SKYLIGHT DET. @ FLAT ROOF SCALE 5/4 " =1' -0" GGyYk1(3tET ZAVALS 'a4 1 -31 -00 6 -1-945 5-14-00 4-10 -00 N