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HomeMy WebLinkAboutPermit D98-0131 - BUTLER BUILDING CORPORATION - NEW RESIDENCEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D98 -0131 Butler Building Corp 1185644 th Place South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 53,54 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. D98 -0131 11856 44 Pl. So. Butler Building Corp. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -0775 Address: 11856 44 PL S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: BUTLEBC092OR OCCUPANT OWNER CONTRACTOR CONTACT BUTLER BUILDING CORPORATION 11856 44 PL S, TUKWILA WA 98188 WOYVODICH EDWARD A 14415 57TH AVE S, SEATTLE WA 98168 BUTLER BUILDING CORPORATION 12035 PALATINE AV N, SEATTLE, WA 98133 BILL BUTLER 12035 PALATINE AV N, SEATTLE WA 98133 Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: D98 -0131 ISSUED 06/22/1998 12/19/1998 Occupancy: DWELLING UBC: 1994 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: SEATTLE Slopes: N Streams: Phone: 206 367 -4143 Phone: 206 -367 -4143 �k* **************************************************** * * * * ** * * ** * * * * * * * ** * ** * ** * * *,k* Permit Description: CONSTRUCTION OF A NEW 1,910 SQ FT SINGLE FAMILY RESIDENCE WITH A 416 SQ FT ATTACHED GARAGE AND A 23 SQ FT DECK. PUBLIC WORKS ACTIVITIES INCLUDE: PERM. WATER METER, CURB CUT /ACCESS, SANITARY SIDE SEWER, FLOOD ZONE CONTROL, LAND ALTERING AND STORM DRAINAGE. k***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 143,502.14 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut: 133 Fill: 153 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: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,277.46 k *************************************** , ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: ! 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 er ii t 1► l' Date: h Signature • rQ7 �. �2_ Print Name: c5ILL 1 P j L.tg 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. CITY OF TUKWILA Address: 11356 44 PL S Permit No: D98-0131 Suite: Tenant: Status': ISSUED ; Type: DEVPERM Aoplted: 04/17/1993 Parcel #: 334740-0775 Issued: 06/22/1998 A*********A*******************-A*************y(***A*********),A*.k***** Permit Conditions: 1. : Ni . 5 changes will be made to the plans unless approved by the Architect or Engineer and thejukWilajWildingivision Plumbing permits Shal1.,bsObtai'ne*,thrOgh,the Seattle-King: County 'Department of' he inspected by that44Sncv, all gaS _ (296-4722Y. • 3 ElectricalperMitsshal* be Obtained,thrOuglvthe State DivisjOn of Labor and Industries and au electrkical Work:•willbe inSp by that 'agency 4 All Me0aniCal'Work shall be under separate permft'isiUed by ' the City -fof 5: All perMits, inspsctionreCords, and approveciplansShAlT:bS available at the lob site prior to the stert of Str4t:tionThese documents are to be maintainedandaVai. ablO inspection Approval is granted. .'AnYOPOsedinsulatiOns material shall have a Flame . .H.SprSad Rating : :of 2.5'Or*Less,: and material shall bear . fdenti tication:.thoWing fire performance : rating thereof. All Oonstruction to be done in OonforMance:.with approved . P.10S and eoui emerits Of ,the UnjfOrMBOilding Code (1994 Edition) as n amended, -Uniform Mechanical Code (1994 EdftfO), , . AndiWashington State :Energy Code (1994,Edition). 8. Notify.'th“ity of Tukwila Building DfviSin n. prior to . ,-- plaOinganyconcrete. This or AS in addition to any requirement s fOr special inspection - - 9•:.VaitOi : tyof Permit. The issuance of Aj)Srmit or,ApOrOval pf!: OlanSpeCifications, and computations Shall: riot be . to be a permit for or an aPprovalof,i-',Any ViolatiOn;, of anY,:Of the'proviions of thsf or of' Other Ordinance :-of thsjurisdiction. No permitpresuming'to give authority to violate the provistOnS'of'Ahis code shall be 10. There shall be no OccupancyYofthebuilding(s) until the final inspection has been completed:bY the TukOlaBuilding Inspector. 11. VENTILATION IS REOUIREVFOP,ALL NEW ROOMSANVSPACES OF NEW. OP EXISTING BUILDINGS IN ,CONFOPMANCE UNIFORM BUILDING CODE AND THE WASHINGTOWSfATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 12. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. 13. 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. 14. Driveways shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum, Slope shall be a maximum of 15%. Turning radii shall be a. minimum of 10'. 15. Driveways shall be paved for a minimum distance of . 20•' from the edge of existing road pavement. • 16. All private storm drain pipe shall be either concrete or '\ reinforced ADS pipe: Treated corrugated metal pipe may be used for detention facilities. 17. All public storm drain systems and those 'portions of private systems (with the exception of residential driveway culvert) :Within public rightof -way shall be constructed with concrete pipe up to 12" diameter and reinforced concrete pipe for 12" and greater. 18; No water service design was provided as part of the application submittal. The water service design and :subsequent construction shall be completed in accordance with City water standards. Type K copper tubing shall be, used within the City right -of -way from the water main to : the water meter as One of the requirements.:. 19 The water meter• box shall be located within City right -off- way at the Property line. 20 . The developer shall be r eou ii red ` tu t rrl.i h the City Utilities' Inspector wi th = survey data than eoua,tes vertical elevations shown :'on::the ,planswiththe National rG eodetic -Vertical Datum of 1929 prior' to the Final Inso AND FOLLOW ALL REOUIREMOT OF THE FLOOD.`: ZONE CONTROL ORDINANCE44LEVATI ONw..CERTIFICA.TE. BE 'SUB MITTED :TO ORh� PUBLIC WS FOR APPROVAL: PRIOR TO�'FINRL, :;IGN' OFF;.:;; Project Name/Tenant: Rua �,�2 �f.l..£rl joulnl NOwtf.S l,.o ( 10 Val oqf C n u ti i((VU Site d s City State /Zip: I (, , 144 ?� P�-6 = �UK c R 1 Tax Parcel Number: 14.0 -- On Property Owngk B t LA- ' t ' 5 u i t.- i L V Z Cot' t Lot4 G C P Phone: Zo yy i ..4 43 PC2R Fax #: 3(0S013`7 Street Address: City State /Zip: 1 203 Vn PALlx i IN\ NV.4J. .nt.E 9b13') Contractor: to u i L b u t, x t,. C1 CoR P• Phone: .. 301.4114 Street Address: City State /Zip: 1203 � iNV.N.iG14 WA9Q2113' Fax #: 'VA. 01 Architect: ZA V A L.< ' D ,i atJS Phone: '7.0 34;2/299 Z Street Address: S. ^/ [, (� /� 4 �y+� City State /Zip: 12 .+ 3 P1$ V. 1 2 ' 4i1 .€ JA l 3 1 J 6 Fax #: �] ^ (�jQ 2/94, • 4� ?- 1 2 Engineer: � !S ‘1 INA tsi) C {:.7 - ENS 4 t G� Phone: Lltic -334 •`104 ' Address: City State /Zip: 321 I C.D. Lulu) p L.KI. 4 5%14 .: W A • 99,2Sg Fax #: I25.3 • '1oS ti- Contact Person: 1 s { LL P>..4 t..Q,. Phone: 9.o(c • • ( 4 1 4 " QckikTi ISIC Street Addr s: City State /Zip: KO) ►A LA T tr.14 A1.1 .S E..A - rstk. VJA 9cii71 Fax #: 3toS • O13`7 Description of work to be done: Con3S i RuGT {o Oc A ►Si.vJ Sit•1GLS ¶ t MiLJ D 6.t--INC7 Type of work: r�New Single- Family Residence Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ja Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: © sq. ft. Dwelling \WCAt4i L .P O sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 l 0 sq. ft. Dwelling Z." sq. ft. Covered Deck(s) a IL, sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) "2'L • IS 70 For an Accessory dwelling, provide the following: K /A 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. CITY OF TUk ''VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 -a R STAFF USE ONLY Project Number: Permit Number: , Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Curb cut /Access /Side alk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Flood Control Zone ❑ Hauling Land Altering: 0 Cut r53 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer If: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage 7.1 Street Use Water Main Extension 0 Private 0 Public I Water Meter /Permanent # Size(s): /4/ ii Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous it 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 acce ted: - 1 ' N Date application expires: 1 - 17 r C f Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SI'PCRMIT.DOC 2/13/97 BUILDING 0 NER 0 UTH RIZED AGENT: Signature: Date: ,. Print name: IS 1 LI—. (?) Uill..Qes Phone:No-7 4143 Fax H: 10 �05 ,4 WA c 1, C3 J / Address: I +'L0 S C, p A ( A \) , t. City /State /ZiPC CA [1w ALL SINGLE - FAMILY RESIDENT! PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED Bti( REGISTERED ARCHITECT OR PROs �SSIONAL ENGINEER MAY BE R QUI IED BY THE B,I4ILDING OFFICIAL ➢ At.I.S RA*INfa' ,011AL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ 111 Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ® Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ Er King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ I( Site Plan (see example Form H - 16) 1 Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ 0 Foundation plan and details ❑ ❑ Floor plan ❑ Q Roof plan • ❑ ❑ Building elevations (all views) 71 ❑ / Building height F Building cross - section ❑ 17V 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 requited before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 Permit No: Status: Site Address: Location: TOTAL WATER METER FEES $260.00 D98-0131 ISSUED 11356 44 PL S Water Meter Tvt)e: ., " PERM', Water Meter Size:' - '..75 . . , Quantity: 1 Work Or de No - 5204T Connection Fees: , " . $60,00 install Deoosit:' $150.00 Add'i Install, Depo t 00 Plan Review $10.00, • Inspection Fee: • $15.00 Water Tur"n On Fee: $25.00 Special Assessment: . ' t.00 ., OtherFee 00 PUBLIC WORKSENIN APPROVAL 'WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER,A •• • • . . WATER METER B Applied Date: 04/17/1993 Issued Date: 06/22/1998 • • • $.00 $.00" .oa WATER METER C • • I .00 $.00 $.00 $.00 $.00 $.00 $.00 $ $.ao +**** ** *+*++++ *+**+++ ******11++**A+A^*+4**+A uicA + ++ x*+*�+�+ � CITY OF TUKNlLA. WA �� T ` RA. n SMlT +*++A**+A++a*A**+x+*******+*******+:;**+*A*+++.k+A*a+A**^*+^**+*+ iRANSMIT Number: R9700784 Amount: 1.557./5 06/22/98 12:49 Payment Method: [HECK Notation: BUTLER BUILDING Init: BLH Permit Not 098-0131 Typo: DEVPERM DEVELOPMENT PERMIT Parcel No: 334740-0775 Site Addreos: 11856 44 PL S This Payment Account Code 000/345.830 000/332.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342°400 000/322.400 401/388.102 401/386.520 401/342.400 401/348.405 000/322.100 000/345.830 Total Fees: 2,277.46 1.557.75 Total ALL Pmts: 2,277.46 Balance: .00 '+*+f+*++^*k+++*+^+/+*^+i*�+aii+akxl,+ ***+^Aa*^++«+*+** Da�cription PLAN CHECK - NONRES BUILDING - RCS -`~~'' PLAN CHECK -RES PLAN CHECK - UTILITY . PLAN CHECK - WATER MEIER • STArE BUILDING SURCHARGE INS(' FEE - UTILITY INSP FEE - STORM DRAIN ` INSP FEE SME/SSS FLOOD ZONE CONTROL WATER CONNECT]ON WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEE LAND ALTERING PERMIT f.7g6 06/?3 1717 LAND ALTERING PLAN CHECK �������������� • :Amount ~J19.71 1,1O7'.25 719.71 2O^O0 ! 4-50: 15"0O 2O°O0 `�O"O0 60'.O0 150.00 15~O0 25.00 4671^2r; ' 7 '—'~----~---~~--~~~----�~— , „01 44 , 417'4 . 1t * * * * *0* *AA#Ak•A *A *fiA1', *A *A11k 1 A k . •A•A**A*4-**A•*4 ***It*•**•A**# CITY OF ;TUKWILA, WAt TRANSMIT + *A * * *Ak * ***A• AAA•**' Aki4 +k * #•A*Ak* *•AkA *** * *4iA0.* * *A * *•kA71APIkiA * *A* TRANSMIT gumbo„: 89700749 . Amount: 7.19.71 04117/98 .16:25 Payment Method: CHOCK Mutation: 8U1LER BUILDS NO Iri i t u E3L.H Permit No: D98-0131 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 334740• -Q775 Location: 11 8TH ST & 44TH PL S Total. Fees: 1, 831.46 This .Payment . 719.71 Total FALL Pmts: 719.71 Balance: 1,111.75 * k*** S• k1*. A*** st* A** 1#*, Vk• A• A* A# A* A�t�* o4* A1rA,• kA• k�F*# A , *•A *�f• * #�c * *A•�••A•r4•kAat• ** Acc_ouint Code 000/345.890 Description TAmouht PLAN ..CHECK .- NGHRES 7i 9.71. : ; :;.... , 1259 04 /20 9719' TOTAL :,45941- Pro ;cS: i '"" � s io ,r� -- 3, c am: Special instructions: Date a.m. Regyeyst� t✓i Phone: INSP E CTION NO. • INSPECTION RECO( Retain a copy with pen..tt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 tMIT NO. ;.Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 69 C Data. $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: Project: el nu+Per I-iomes Type of Inspption: r-, 60 rinco Address: g , 5 6 L 4 4.144.% P 1 s Date called: 5 _ 26 Special instructions: .. _ - Date wanted: ...: 27 9 a.m. q Requeter: sill ext+ier Phone: 1 — '4270 pqr: 7 r -7 (:) • INSPECTION RECO,... ) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 LI Approved per applicable codes. Corrections required prior to approval. COMMENTS: 121 st-i 6 Dca-0 PERMIT NO. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , : R j r . . ) ( m o ) . , tect. er 4 0 1 1 5 6 TrAX If sr ipi 1 A d d Ir s 60 . . . . 4. 1 Li a s . Dateg Special initr3ponp rilCr n Pict?ce.. Date Ingtr. .W. s 1 0 ( 0 (499-549a ,• •\ t-w•-q^. INSPECTION NO. ID Approved per applicable codes. /INSPECTION RECOEC Retain a copy with permit ; CITY OF TUKWILA BUILDING DIVISION fi300 Southcenter Blvd, #100, Tukwila, WA 98188 Dca-o131 PERMIT NO. (206)431-3670 El Corre ions required prior to approval. COMMENTS: 12499 s-cti4J haz, QcIVeiZ- •• 7). qq,/ cd- •-• Inspector: 6-) Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Prgject: I r_ I S "� � �1 Type / l�l�- �n: l rgs % 4,../ iii J r ^^ /9. Date called: ..5/A(0/96) Special instructions: Date wanted: ���� a,cz1 Requeste r � i . .)1l INSPECTION NO. INSPECTION REC Retain a copy with permit :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, 1100, Tukwila, WA 9818 ?8 -o / PERMIT NO. 206)431 -3670 Approved per applicable codes. corrections required prior to approval. COMMENTS: f ire! e GCi4 Z 1 - 77;9774/5 wit/ 6 ,:eic GcJO- Dee/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: rn ti-i-iler 'Horms Type of Inspection: '(1 water SeYVIcE Address: lig s 7 1414+h pi s Date called: 14 ....1...(31 Special instructions: - . Date wanted: n iji 0 a.m. 1 p.m. Requester: 13• 13 ler Phone: q 5- 2 27o 0 INSPECTION RFORD Retain a copy wiLjermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,#100, Tukwila, WA 98188 6 y , PERMIT NO. 6 0 0 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 1 1/1 Viej c.Kilkaz0 QA S �, p O( 69%417,S19.91 & 149.* P2e Inspector: Date: ci( 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: . • ' • Project: n _ Type of inspection: 5 Addri i ( "A PI Date called: y/5 Date wanted: 9 5q 9 a.m. P.m. Special instructions: Requester �j (�' Phone No.: Approved per applicable codes. z. .t► S2'nTV c�4 7vti ^s* yr ii•tig ka it INSPECTION R CORD Retain a copy t ,? perm( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 a , PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS :« t -0 /f c . 1414-4 P ,P�p _diztetAttk-v4 (434%-ii A cy / GA 6-6 y9 H 56) 45 / /J /Y/ P 1 / .5 &t-(14 pert bf,c, w� Inspector: Date: f47 71 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projeg A �� A Type of 7pec tion: Address: jj 862- 4w74 g s,). Date calle i 13117 Special instructions: _ Date wanted: L r , I a.m. p.m. Requester: OY A eu '' )1 Phone: • INSPECTION R "RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ofg-ot3i PERMIT NOg, (206)431 -3670 Q Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 J��J f g x0,1 9 41^ Q � i1 5 i(Cf - PA r JQA ! l"-e cA. t1 n5 3ww t S QAA Le-e A.A. " (1 _,-tE e,) ( S XO.. Inspector: (7, t Date: 3 El $47.00 REINSPECTION F .EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of inspection: 4 li Address: 1 /es6 trip/ s;,, called: 3/46/91 3,46/71 Special instructions: Date wanted: f 1�1Q� am. p.m. Requester: n 41 Phone No.: INSPECTIONECORD Retain a copy ,h perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 I I INSPECTION NO. Approved per applicable codes. Inspector: . D 9 -° 3) PERMIT NO. (206) : 431 -3670 Corrections required prior to approval. COMMENTS: *101 r`.56�� o qq,? +� _- 4. Cc ovx e ,„Alt s(A., 8 fr A W�, O jai ( y CaLl kf hci :1-1.0 , m hte c 3/t y V 6 stall f4.412-ed41-1 Date: ) y $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..H 411' , 77 COMMENTS: Type of Ins c ' .�. f d f e t � 7 0 /14 t A p( D a t e / / 3���77 f , 5 KC CiA1 �-P 5 Qv a-frk $' ( 6 5 5 att./ / p c. ,0P #04 I /r 5 " 0 1/ % /10 5" /,J/ cm/A/ f / a F V J_- .art /45-5171A-4/1 t/ o cit, 6r-• I. P ject: j 4) e( 1 s Type of Ins c ' .�. f d f e t � 7 0 /14 t A p( D a t e / / Special 1, nstructions: Date want d: �-f y-'' (�(� 4:2 /1! p.m. quest r: !'�, ,�+ f t,i` e Date: Inspector: INSPECTION ORD C3g_O --I Retain a copy wi permit INSPECTION NO. C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i n Approved per applicable codes. n Corrections required prior to approval. Receipt No: Date: Projecta .). 1 , Tyr, ca scct i n ck • L4 1 I L ey \ p/ 5 DV: cal le i (ii 4 Adds liecial in l' % // \gtk“‘ Date wan tp 1 i 3 p. m q / Requester. \ i`) k hV.A\ •e'l Phone: 31p S q iii3 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 „ • • ,D PERMIT NO. (206)431-3670 14 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: // 0 Ej $47.00 REINSPECTIONAT E REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ect: (..wl...,;: y t= S ectiont.''°'` T A cress: Date called: Special instructions: Date wanted: /5 a .m. : R uester: '. Phone: 1 ' II (-1 INSPECTION NO. ' INSPECTION RECO Retain a copy w perm o Ps/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ��►, 6300 Southcenter Blvd, #100, Tukwila WA 9818A , *4206)431-3670 E Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 $47.00 REINSPECTION REQUII D. Prior to inspection, fee must be paid at 6300 Southcenter BIJd., Suite 100. Call to schedule reinspection. Receipt No: Date: �;y�tati i�11�. ', 1. ,.,.., �. .,c. •... i •Pirpc .04 e_ eil _y sazite2 . . f InspeU: f2 Nous,:, AddLs,5.; n 5(0 i 10-1 . '.1. W kCI 5— Date called. . I 0 c t Special instructions: : • . / • el a.m. Date wa I i , • P.m. Req s ; t a p).„.. Ph ne: e-210t0 ' 4'9 9 - S 1 4-22-- r. • .‘; ' • Approved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (31 PERMIT NO. (206)431-3670 COMMENTS: ctor: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid E Corrections required prior to approval. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 60 61 Type of Inspectjgs ()1 f loz„ llrps V 4 P L Date called: a 1 f 1 7 Special instructions: Date wanted: °9, m. p.m. Request Phone• 5'' * pproved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ate ��� $47.00 ' EINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: g I s Type of Inspectiga; 4 Ad 4.../ i livis Date called: z PI t Special instructions: Date wanted: Requester: is • i Phone: INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D9-0/31/ PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 R TNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PrcAc Type o Ins eCtion: Or) 1 Date calleil: P / 0 Addre s / (Mo vitth iP/4i C Special instructions: Date :6 17 / d: ) 47 C) Reg D / I Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECO Retain a copy with permit ME PERMIT NO. (206)431-3670 ri Approved per applicable codes. .0<orrections required prior to approval. COMMENTS: Oe_ Lesc 4 cipwc77ecs iobie • .4 to ca-vALrEs $47.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :4 4S ^.t • , Proj t: y �� � �" l�ti� �C.t $ S . Typ f Inspection: '`-- fM/li Ad ss: mac, Date call t : 4 / 4.01. ) Specia instructions:. ' y 4 L Date w n d: /4,,, �� p.m. Requester:, 91 k Phonl °11 _� 0 INSPECTION NO. n Approves 'er applicable codes. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION REC Retain a copy with permit 3l PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: C $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: / ) 13 6 4,, h l e A II7-zpv i. c 5 ei ,v..ei Aia.4.4 0 iutt, r, 441 /..,,, I ... 2 ,2 '' A/be 1 1 s ri.„1,5!).73 )L75 %f4 i hvi-k- r , Li £&,i 5 1 7 , ,pie . ....- r . ..,„ . .41 4 41 / _.... 0 . IllAr .1.41i ... .... 41 4441. . .4..4 , ii; Al . 4, (.2,k 4M4., ...., /)-2.61 , , TI L A7 - 1(../h/ a 4 54,5- ... St/pe 01/h-, /, I 4 .6 (l/ A9hAei. bit/) 0 1110110.ra..........7............ . .......... , . ...61.4 /4-17;1=4.0.I.47.1...!..tt=f: - ''''-.1;;Wra■etose.allikrp:f "._=,„..,,,..„,„ (MI 1 LA/ Ige k r. ( 6 „Lg.," 2 iT pll of Inspection: Address: ... 41!) m v , ( c , Date called: / _Th c 7 I i 1 Special instructions: Date a.m. RequIssL Phone: p6c 997 2 2 -3 INSPECTI N NO. • JNSPETION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 %outhcenter Blvd, #100, Tukwila, WA 98188 r. PERMIT NO. (206)431-3670 ri Approved per applicable codes. &Corrections required prior to approval. Inspector: /1/teph—, E $47.00 REINSPECION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Date: / ./ Project: n J / Type of inspection: ?-- f' Address: Date called: Special instructions: .. Date wanted: �, G d0i �! . p.m.. Requester: Phone No.: • �ie -iw� wW�', xwTki, �v »os•kw+�.�nst,,,•.++�;myv :,rtr. 'r.�s�. rat- 1w�+' ajq. �4' �! �.'r i•: i` r• v". 'r����.4"C7w�n.�"'3'Ct'�SZ`�.w• INSPECTION NO. IN SPECTION Retain 4 copy with it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS 7 / -%' Geri // PERMIT NO. (206) 431 -3670 Approved per applicable codes. orrections required prior to approval. c./�� Date �• r � $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: it fir-' Type of 'pe n: / f �41eci/� Address: S ' — 11/°/- � d: Date a l e Special Instructions: // Date wanted:1 / Requester: Phone No.: T"�7'VN9!����. b� , 't'�'7w �1C^�L'L• ��,'.�!�W'' *VwY':YI^�''�`,�"'L ..a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 ) proved per applicable codes. Inspectoy INSPECTION REC Retain a copy with iit ,C,?e--pia i PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: $42.00 13'EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje t: p /� i f/. LA. NC,rL� A'e D� C Me Typ f inspection: du- 1414:1 f c - , , G2-M rf Sla Address_ • J 0 i l 5� ie 44- PIS Date called: �0 ii / qs. Special instructions: • Date wanted: • ,o/ C q, qh a.m. pm_ RequestF Phone No 9.1""M r.=Y: '4 ""t""Si."pi t- ...M.- �•�;.Y. e j 11.^1 1 . "T y '"3 F A }A '.'`?; 5 i•. -07. i- r.:?:C".K':T^T7Q9 NO. INSPECTION RE Retain a copy with fnit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: Inspect proved per applicable codes. Date: bq'- v /3i Corrections required prior to-, pproval. PERMIT NO. (206) 431 -3670 a- /JA( _I $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P l e t. ,fi-e- e ai ccc C f Typesolir�s ectipn�C�U 00/9.7 0/Q Ad (res : x i - S � � � �4 D ate called: 0 J 7.) I / Pik Special instructions: Date wanted: f t d /') , ri G ! a.m. p.m. Reques r; , ! B I P oneN 20 367 1 INSPECTION RE n Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. �� ."''r 9x7.'":'= . r::.r, �•q .- .�y x,..,,� PERMIT NO. (206) 431 -3670 rections required prior to approval. COMMENTS: rC707 .�-� D% �P - vim frX AfOr F - ) $ 2.00l EINSPECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: Type of inspection: .5,.„ alp ut r"1 Address: // Date called: / � r Special instructions: Date wanted: ?/.2/ a.m. /1 p.m. Requester: /3 co '� �/ ne No.: , 3 - . 4 11 rw '---mow . «..� -`•- -• i .rorr" wo......xi^.- "+c 14..a aatSi7r 3'xr+k r t nr A'q N ^fie "m4 c*t^3 �•+- -` - + . INSPErCTfON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. C19MMENTS: Inspector INSPECTION RE Retain a copy with it Date: . ` a bgy-o 131 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. J . 1. i 1res L] $42.00 REINSPECT! . N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Projec Type of ipmegt: y--/ Ceorixf.0) Address: Date called: Special instructions: JP Date wanted: a.m. P.m. Requester: Phone No.: Inspec INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 proved per applicable codes. COMMENTS: INSPECTION RECPV Retain a copy wittfX,Init P 9 7 7 A 16 S 8 - / PERMIT NO. (206) 431-3670 Corrections required prior to approval. :IMF/ $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Receipt No.: Date: Project: g Type of inspection: Addres Date called: Special instructions: Date wanted: ! . / `� `� Q ` /''] Requester: Phone No.: 1 INSPECTION REC f Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 09& -ei3) PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ?i- $42.00 REINSPECTIONVFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , 3 l . J. w l Y1 1 1 Of Type of i ectio � U � Address: \ �f 5 to 7 7 , , , j T '—)' I'l. 5 . Date called: .. 7 fv/r Special instructions: Date wanted: M CitA Requester: I aJ1 Phone , 95 zz 7 l7 INSPECTION NO. INSPECTION REC Retain'a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 98188 ,Approved per applicable . codes. rl ct Cwt i..�ii.�+a +ieJ: (206) 431 -3670 Corrections required prior to approval. Inspector: / / / Date: $42.OEINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: /� l &d Type of inspection:4 n Address: pc 5 �r � Date calle l l ' Special instructions: Date wanted: 7 7 7O `a.m. p.m. Requester: - LQ,Qi B Phone No. • INSPECTION NO: "' • CITY OF.-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 f[ ! Apprved per applicable codes. COMMENTS: Inspector: INSPECTION RE Retain a copy with it I 1 Corrections required prior to approval. 01 IT NO. (206) 431 -3670 Date: 9.4„ $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspection: 1—A Address: 11 lett Pi C, Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: INSPECTION RECOPrTh Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I 1 DctS-c.(31 RMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: Inspector: (1J Date: J $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: : L� Project: T 0 Y c r Type of inspection;( Address p, _ L` U pi J Date called: Date wanted: s , _ c �"�� ( _ a . m . Special instructions: pm Requester: r n Phone No.: ��� 47:2 0 INSPE TION NO. CITY OF TUKWILA`BUILDING DIVISION 6300 Southcenter Blvd., #.100, Tukwila, WA 9818 Approved per applicable codes. Inspector: $42.00 REINSPEZ` be paid at 6300 Southc INSPECTION RE Retain a copy with it PERMIT NO. (206) 431 -3670 Corrections required prior to approval. :TO a -: ^4- Date: 47. l I FEE REQUIRED. Prior to inspection, fee must nter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • TILL° ►OR R1CO11O AT AIM: ST Of WHIN RICORO[O RETURN TO N ...,,,. ,Ed., Woyyodich/,Tony Tonaso Chicago Title Insurar:ce Company 6510 Southcentcr Blvd /4 env, sr.t., zoo .. Tukwila, Wa 98188 THE GRANTOR Edward A. Woyvodich, for and in consideration of Without consideration conveys and quit claims to Edward A. Woyvodich, a married person and Tony Tomaso, a married person as his the following described real estate, situated in the County of King together with all after acquired title of the grantor(s) thereon: Lot 11, Block 4, Hillmans Meadow Gardens Division 01, Volume 12, page 64, King County, Washington. 2 Pa f. 5 v 9 s x : n Lot 9, Block 4, Hillmans Meadow Gardena division 11, ' L e si;a Volume 12, pages 64, King County, Washington. Lot 10, Block 4, Hillmans Meadow Gardens Division 01, Volume 12, pages 64, King County, Washington. December 30 91 13:ned • 19 �U. ,, Q Eduard A. V848 /eh 1 I ndin dual 1 STATE (W WASHINGTON rllt'NTY OF King .._....... . 'In rtes don Iw•rr.nallzrn►t r , tnr Edward A.' h..n.• kn..wn to Ir the ilwliridttal dr.er who eterulyd the within andVni l 11tern tan 1. and no knonlesIcr.l I1.1 he .. p rd tie sails +• his (ten and 1%;!itetory sle 1..? Ihr u.r+ WWI Iwrpirrw A A91ti ���rt...11 / tt� GIVEN under My head and ufheial seal this day Dar amber \ , 19 91 1.11, I'ubhr to and 1. , the State of N'a.h. revid.nt at Quit Claim Deed Idy ' 7 nett VACI NOMAD to 11COIOU s UM as his separate estate separate estate State of Washington, I Prs ,k.w ..:.ri • _ —Avim• throe's', 1 i 8 STATE OF WASHINGTON COUNTY OF.......... Row On this day of ... ..... . 19 twiner me. the undrniatwrd, • Notary Public in and Ise the State of \Vad r mitten. duly r mmi,mnnrrl and sworn. personally appeared .. ... and to me known to Ile Ihe ... .......... •Plaeldlat a1td.. ScarrtatY. rrspsaiivrly of . .....:.._. , ..: M � ,_ . . the cons WAWA IAat rrer+llyd tin InnsainsisaltalraL a d i rh 11;(m. r4 the rant instrument la he the Ins and yalaaary l as sad t imed el *DM tarrpae* anion. for the wars and purposes theredll Mfyt1a111d. sad est oath sewed IAN authorised Is eseretts tie said ilntrummd amd that Swami • 9202120792 Jihad is the corporate oral of said esteem ies. ' • .••• ii" With.. my hand and tutlfrisl teal hereto eared We dap end pea► asst ,nurse wntttrn Nuury I'11h1.P m and Wile- Staten( WadMnwen, ..r at Building Component Description Including U -Value or F -Value Heat Loss Factor (HLF = U x 46 °et) Component 3quare Feet (SF) Linear Feet (LF) Cubic Feet (CF) Component Heat Loss (HLF x SF, LF or CF) A. Window, Skylight, Sliding & Swinging Glass Door, Glass Block B. Opaque Door C. Roof /Ceiling Insulation • D. Wall insulation (above and below grade) F. Floor Over Unheated Space Insulation :, Slab On Grade Floor Perimeter Insulation 3. Basement Floor H. Infiltration Single (U - 1.200) Double, untested (U - 0.900) AAMA- tested (U - 0.750) AAMA•tosted (U - 0.650) AAMA- tested (U . 0.400) Other (U - ) 55.2/SF x SF . BTUH 41.4/SF x SF . BTUH 34.5/SF x SF - BTUH 29.9/SF x ' SF - T. BTUH 18.4/SF x SF - BTUH /SF x • SF - BTUH Wood 1.3/4 w /panols (U - 0.570) Wood 1 -3/4 solid core (U - 0.330) Insul. metal w/o TB (U - 0.400) Insul. motel w/TB (U - 0.200) Other (U -_) None (U - 0.400) R•19 (U . 0.049) R -30 (U . 0.036) R -38 (U - 0.031) R -49 (U - 0.027) R (U -_) 26.2/SF x SF . BTUH 15.2/SF x SF - BTUH 18.4/SF x SF . BTUH 9.2/SF x SF - BTUH /SF x SF - BTUH 18.4/SF x SF - BTUH 2.3/SF x SF - BTUH 1.7/SF x SF - BTUH 1.4/SF x SF . 1-o L?,- BTUH 1.2/SF x SF - BTUH /SF x SF . BTUH None (U - 0.250) R -11, metal studs (U - 0.140) R.11, wood studs (U . 0.088) R -15, wood studs (U - 0.076) R -19, metal studs (U - 0,110) R -19, wood studs (U - 0.062) R•21, wood studs (U - 0.057) R -19 + R -5 rigid (U - 0.046) R- (U -_) 11.5/SF x SF - BTUH 6.4/SF x SF . BTUH 4.0/SF x SF - BTUH 3.5/SF x SF . BTUH 5.1/SF x SF - BTUH 11 � r 2.9/SF x i 4s SF - S.L= BTUH l 2.6/SF x SF - BTUH 2.1/SF x SF . BTUH /SF x SF . BTUH None (U - 0,134) R -11 (U - 0.056) R -19 (u .0.041) R•25 (U - 0.034) R.30 (U - 0.029) R (U -_) 6.2/SF x SF . BTUH 2.6/SF x SF - BTUH 1.9/SF x SF . 1 I BTUH 1.6/SF x SF - BTUH 1.3/SF x SF - BTUH /SF x SF - BTUH None (F - 0.730) R.5 (F - 0.580) R•10 (F - 0.540) R. (F -_) 33.6/LF x LF - BTUH 26.7/LF x LF - BTUH 24.8/LF x 1I: LF .. BTUH /LF x LF . BTUH None (U - 0.032) R- (U -_) 1.5/SF x SF . BTUH /SF x SF ■ BTUH Pro 1980 (.018 x 1.2 ACH) Post 1980 (.018 x 0.6 ACH) 1.0 /CF x CF - BTUH 0.5/C x 1 ' , L'. CF - Z- BTUH r Total - Design Heating Load (DHL) in BTUH - 4266.5) BTUH If electric, divide by 3.413 for DHL In watts Watts Divide DHL by ( nal Hosted floor aroa) - � _ 0 g g BTUHa.Wa1Llsquare foot � ���y 0\ Spaco Hosting Equipment Sizing Limits �/ _521 C `) Minimum roquirod oquipmont size . DHL x 1.0 - (O BTUH a UfattS' CI` 1 (, ` \ ' 9 v l � Maximum aliowod equipment size . DHL x 1.5 - BTUH or-Watl�" p ? Proposed oquipmont size (Output) - '�` C7�c'D BTU H o �p/� t� t- VA (For gas - and oll.firod oquipmont exceeding 150% of DHL, and with output of 56,000 BTUH or loss, see reverse) s { Instructions: See reverse. J_ • v , ~J .+r �Si•� ��itJG ON 2S Project Address' Date of this submittal* Project Number: Permit Number' PLAN/ 1 lO E: wt_ SAS EQUIPMENT SIZING FORM July 1991 JAEOUIPSCRPM3 D98 -0131 Building Component Description Including U -Value or F -Value Heat Loss Factor (HLF = U x 46 °et) • Component Square Feet (SF) Linear Feet (LF) Cubic Feet (CF) Component Heat Loss (HLF x SF, LF or CF) A. Window, Skylight, Single (U . 1.200) Double, untested (U - 0.900) AAMA•testod (U . 0.750) AAMA•tested (U .0.650) AAMA•testod (U - 0.400) Other (U - ) 55.2/SF x SF - BTUH Sliding & Swinging Glatt Door, Glaze Block B. Opaque Door 41.4/SF x SF - BTUH 34.5/SF x SF - BTUH 29.9/SF x " SF - 1 BTUH 18.4/SF x SF - BTUH /SF x SF - BTUH Wood 1-3/4 w /panels (U - 0.570) Wood 1 -3/4 solid core (U - 0.330) Insul. metal w/o TB (U .0.400) Insul. metal w/TB (U - 0.200) Other (U -_) None (U - 0.400) R•19 (U - 0.049) R -30 (U - 0.036) R -38 (U . 0.031) R -49 (U . 0.027) R (U . 26.2/SF x SF - BTUH C. Roof /Calling Insulation . 'D. Wall Insulation (above and below grade) . 1:. Floor Over Unheated Space Insulation F. Slab On Grade Floor Perimeter Insulation G. Basement Floor H. Infiltration 15.2/SF x ' SF - BTUH 18.4/SF x SF - BTUH 9.2/SF x SF - BTUH /SF x SF - BTUH 18.4/SF x SF . BTUH 2.3/SF x SF - BTUH 1.7/SF x SF - BTUH 1.4/SF x &(24 SF - � BTUH 1.2/SF x SF - BTUH /SF x SF - BTUH _) None (U - 0.250) R -11, metal studs (U - 0.140) R - 11, wood studs (U - 0.088) R -15, wood studs (U . 0.076) R -19, metal studs (U . 0.110) R•19, wood studs (U - 0.062) R -21, wood studs (U . 0.057) R -19 + R -5 rigid (U - 0.046) R• (U -_) 11.5/SF x SF - BTUH 6.4/SF x SF - BTUH 4.0/SF x SF - BTUH 3.5/SF x SF - BTUH 5.1/SF x SF - BTUH � 1 2.9/SF x l l 4S SF - SEGI2 BTUH 2.6/SF x SF - BTUH 2.1/SF x SF - BTUH /SF x SF - BTUH Nono (U.0.134) R•11 (U.0.056) R-19 (U - 0.041) R•25 (U - 0.034) R -30 (U - 0.029) R (U . 6.2/SF x SF - BTUH 2.6/SF x SF . BTUH 1.9 /SF x SF . BTUH 1.6/SF x SF - BTUH 1.3/SF x SF . BTUH /SF x SF - BTUH _) None (F - 0.730) R -5 (F . 0.580) R•10 (F . 0.540) R• (F -_) 33.6/LF x LF . BTUH 26.7 /LF x LF . BTUH 24.8/LF x 2 LF - -C BTUH /LF x LF - BTUH None (U - 0.032) R• (U - ) 1.5/SF x SF - BTUH /SF x SF - BTUH Pre 1080 (.018 x 1.2 ACH) Post 1980 (.018 x 0.6 ACH) 1.0 /CF x CF - BTUH 0.5/CF x 1 CF - 7 BTUH Total - Design Heating Load (DHL) In BTUH -0 BTUH If electric, divide by 3.413 for DHL In watts -. - _,_ Watts Divide DHL by (14..0.. Hoatod floor aroa) 1 3' r � C7 BTUH /ett�sguare foot , n Spaoo Heating Equipmont Sizing Limits 2-(G'52-1 ..`` 1 0t-t\ Minimum roquirod equipment size - DHL x 1.0 . BTUH Ur Wett5'' _ r v 0 1 Maximum allowod equipmont size - DHL x 1.5 • BTUH or-WartS' o _ CP D 0 v n � Proposed equipment size (Output) - �, l D BTUH =Watts ` - ` ' ` - 1 �� �� (For gas- and oil•firod equipment exceeding 150% of DHL, and with ou�aut of 56,000 BTUH or less, see reverse) • Instructions: See reverse. NERGY CODE 1 2 t ' it r Project Address: Date of this submittal' Project Number: Permit Number PL •rat 1910 EF-m oe: CAS EQUIPMENT SIZING FORM July 1991 4MOUIPSCF.P143 1 703 ROGE M6NTdOMER , MN 56069 • 800-328-3934 • FAX 612-364-8762 • plans aCknowledgc.I. • Dot() Peniiit 1 • • • e ft! intuico. neeetp t ' • ;izo tho PLY7 ROE R -1 ilAWILA WA. 1..almAlo 25-7- 10 1317a_iz- 81-D4. L': .-08-99 01:44P Woodinville Lbr Truss Div 1 425 398 3559 (- JITED STEEL PROIAXTS COMPANY ENGINEERED PRODUCTS/ENGINEERING SERVICES r LE COPY COY OF TUKWILA APPROVED FED 0 1910 m011.1). • ■ • •• • _ • ;" UP TAD 2.8 4-1A4i-Iek, (OR simpsom 44 Rec.0•Ameateo y sr) 1 23 1 4 1 /1" sPobq P.O. BOX 287 15900 WOODINVILLE. REDMOND ROAD N.E. WOODINVILLE, WA 98072 p6p -45 • si r/E5 (1 12") Loi /3-14,4 Almi-s E:44.1 eAjD NECEIVED • CITY OF TUKWILA FEB: -- 8 1999 PERMIT CENTER • P . 02 KAN SAG. CONSTRUCTION HARDWARE CONTACT US FOR COMPLETE DESIGN AND FABRICATION SERVICE OF NONSTANDARD ITEMS • • - • • • • • . George Butler 120335 Platain Ave.. N Seattle, Wa. 98133; NCB ENGINEERING INC. ♦*♦ 3211 Callow Road • Lake Stevens, Washington, 98258 Phone 1- 425 - 334 -7054 Subject: Lots 9, 10 & 11 Block 4 CD Hillmans Meadow Gardens #! City of Tukwila February 25, 1998 I have visited the site as requested. The proposed single family residences on 44th Place South near the intersection of 46th Ave. South is in the 100 year flood plain. A minimum finished floor elevation of 113.08 ft. will put the structures 1 ft. above the flood plain, thereby, conforming to city criteria. The rim elevation of SSMH #1428-2 can be used as a temporary benchmark to establish the minimum floor elevation on site for the proposed structures. Copies of the FEMA map and city sewer drawings are enclosed for your information and use. The city also requires compensating storage for the increased storm run-off resulting from the new construction. I have calculated that volume to be 388 cf. This can be accomplished by benching the front yards 1 ft deep, as shown on the calculation sheets. Other benching or ditch reconfiguration schemes will work as long as the volumes are equal or greater than calculated. Please call me at (425) 334 -7054 if you luve any questions. C,¢e.Cu -4--rE . / A i9/(M :5 . C.�Ga2 4'77ZG 7 '. Poet - M7'' v /3e/; /47. , 4ex J i,4- - Z- Ste- ?g .Pei //ol.e/47 7 Ce /0 X02 L'c7/�Z���'7c - mil" o� T 2Ec - '& i2 /»c/G.a . -- d15& /oo . / -Ze rz t) /Scc 4-2 cs'. -re . = a. 72 -t(. Z &Zop .= 47, / ?.4 c. S , - cSC9DES / 1— 5T LY #ee v Cow I' •=e2. Z , aketAVLAttviuS co = t ' /ire y/ ors T>G�i Ja7�•vC ov 4 .o 14 Goc•*ry . (Are - 7 e mil' Z. 64.r5S4. tw.us ; �/= a. 7. °s / 0 7 . . 2 v 7'1= /6,, Z /Yli. u'7LE �+ zloD LF J we /, 'y r" / I s use /Ge.r.2e ;'/ 1'012. /vo92 ,..57n/217? . L = Z /' g G�,qG. cu L 7 c' /4,4-x 4- L..c)x,4&. yCce.us/ Qe 2,_ - C4 :4 Q. Z1c 2-x D.7Z = D, 2fG S O O C�ITi�- �Gul�ifc- �a = ��_ c_cine- Co 4 C C � a 9 ' ' / f 7 ' - - aiz x e :.-.-.,.3., a. 7z. o © , ?z x 35 !/4 cam T �/Y/6= 4 • ZS / 400 C, Qa r= m� V = 4/croe T L AD � T Tf ZS 9 �; :=: ter:; -%f ✓c r �,'1 <r� f . /2 :ys %Grp i ..� G' GO r 9 I / /O Z-4) T // < try •. / -'Z, 5c), 2 X / '' " RS-- V r5 &11) `t•L NOM u Ku.) 1 LA LA'S � , � � 1 t t , fi�jtO 4 N c , Q, ILL Mekvou) c-, AOS P/ -<-6 J E o 0- 3J 1 740 - dT7D (L (D) --c-�5 (� I,) aZ2�O lr�o� o Ti k\\.% a 3 u0 0o' 1.404 boi Fff' V\it° S'o" 5 CDs .T� Lur SIOL 16 �.� .7114 L t G Ho Do J r t ' 35' 4., of VA1. ct) ��—` 5AA 1 5)4 R IAN 14 U • • i • P71.4 I '. s 1 " ; ' Gt,f�.o►�5 (.! ��2 � LW4 Cs*P . - MA0oit) G flN ' t,1K ILA t t ' 1 , I .. • ... � -- _......_ r w/ djt, 3'3 `$ .3.( ,se) T' l' c i l 4/1-40u56 ?c.3 5 . to 64-req Solt a K 3 54 I ' I 9 14Q41 1 'f c2 N _ E�JJ (ou S A R A • 1 t L I '1 icu5 ART iaR Idm 1 i 1 i5AG ® �RO !� R� 10 , I R1 t-, J/ f t. A 0, 1 2 r (-o A1G A ---VJ.i94--U-11-9s'f.-0-3-41:q4.-7. To .V4 ' __ fl �- �o ;�.,. . G.. 4 .. C . Srkt C P S.- ,' y -.� : 4 Li) (L.A P US, ())4 . I ! _ i L I , ZONEX ZONE A 124TH ZONE X STREET CITY OFTUKWILA 530091 RM324 , X 1 r SOUTH CORPORATE L CAUTION: POTEN IIAL U IILI 1 r CrUNr. Lit, i. k.uiv I mt.. i u ' ILL i I ∎..%- virnry I I .. NATE CRQSSING - CONSTRUCT NEWC \CILITIES BENEATH EXISTING UTILITIES. TION NEW PIPE AS NECESSARY TO AI,�OMODATE CROSSING. EXTRA PIF DEPTT✓; REQUIRED. DO NOT EXCEED 1/2 OF PIPE MANUFACTURERS RECOMMENDATIONS DING MAXIMUM ALLOWANCE FOR DEFLECTION. SEWER STUB. SEE DETAIL SHEET 30 T MAKE THIS CONNECTION UNTIL SUCCESSFUL PRESSURE AND ., i- ITY TESTS BEEN WITNESSED BY THE CITY. • PROVIDE TEMPORARY BLOW -OFF ASSEMBLY. )E CONCRETE PLUG TO ABANDONED SYSTEM. E AND REINSTALL SIGN, FENCE, OR MAILBOX AS SPEC: ="IED AND REQUIRED. E AND REINSTALL FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET 27. .L NEW FIRE HYDRANT ASSEMBLY, SEE DETAIL SHEET 27. 'E AND WASTEHUAL - SEE PROJECT SPECIFICATIONS. '1G WATERMAIN TO BE ABANDONDED IN PLACE. 3 PIT - SEE PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. AM* WATER METER PER DETAIL SHEET 28. T WATER METER TO GRADE PER .DETAIL SHEET 28. INECT EXISTING WATER SERVICE METER. DATUM REFERENCE INCITES fTICAL: 1929. °. :USC & GS (ADJUSTED .1947) + 1,00 F RIZONTAL: WASHINGTON COORDINATE SYSTEM, NORTH ZONE SWEET N 1 2 -21 22 23 24 25 26 -28 29 -31 32 . . • • . . • • . • • • . . • • • CO (J1 DEPTW■275 .:*•• - ; •• • •••• •:`• ••••• ••••• STA. 21+55.3 DEPTHus4 • S.S.M.if. #1428-2 STA. 21+5&3, 2.5 LT • • 4. ••••.• c ••••• •■•••• STA. 1.Z80 5 ••■ INNS& 8 r N O O 01 01 3S OAd .9 904'01= MI 3N OAd .9 t03 BnLS) MS OAd .9 80 rOl MN OAd .9 103 9S'011.=`13 1 1l st '£'BS +IL 't DAE: - EM'LOYEE'S NAMI \ CU3TOMER: CI-ARGES: DES RIPTICII ACCOUNT NUMBER AMOUNT 3 koco L1/4( 9 7'2674 C4/23 '716 TOTAL 11246.00 TOTAL $ I 7N - G. <4) • •• • CITY OF TUKWILA Ct STONER CHARGE TRANSMITTAL • 111111111111111011614. BUTLER BUILDING CORPORATION • WILLIAM T. BUTLER • OR CLAUDIA MOBEK-BUTLER 12005 PALATINE AVE N 367-4143 SEATI'LR, WA 98 1: . PAY TO 'IHE ORDER OF' SEAFIRST BA fij E taMfeenri 0216 I D D3 1V-3112$0 . ' • ' RECEIF P. MI faRL cliEcK 11246.00 1 1246.00 041'23/99 16 1041 0097 2674 CITY OF TIMILA • , • •, • •••. ;:••• • ::•• • . ) •,•• •: • ; 4 • • . • • , • • • •• • • t. • • • • .1 • : • • - • •%:" .• I• • . . • • . • . • • • • •• , •• • ••••••••: •.• • • . '• ' • .; 1 •:‘••••••. • •• .;.• • :•• . . • • A' 1 • . • . • ••• • .••••• ...• . . • ; ' .... •.• • 14 E O ce Lt_ i PAY TOME OF U.S. �PWASHIN ,TOW ! DEPOSIT'NLY TR —CITY T - SURERTSCH K PG 151°1 046 E uqt 1.11- E - • - ._ - .. ICA AIOACULrvSR1l.t CO. A..',5 01. Rank r . r � r•:: p t r {. .r{ ,r `y __ ziti�s''tr� C C1S K'llr a}� ?� C�� HIWWv,.. •I Y�l•. ty�' "ate y�u.l • "WARN. ASSE4.1 PUCK r cr- GM 7 • M,Iiji The aecuriy lealuras aged h 'w, email as ()base UT not l fad, exceed FSAguide,'s. v Security • FealJies: Results of dos men alteration: Ili:roPrit g re the • Sma: lyp3 i;lc ve tine a19ears as dc•.led lie. ohe pnolocop:so ScWdyS. • A!6an:eatCrlc it Do ti:rea['. e: :ieje :tackt r check Erji37siOf- CA:PEA= - • f Ie7f S10nY,,����,,S � ��+a to 6: 1 � oa Ri'AVOFiksT/Ulr„gnaicr. `- .8-to.-22 i:�li t K O Gil ..:) ;I . Cr, 9,30 000 2204 411:e11LeESEF.E S}1.cFEN- L\T.Ctt:C E! The secwtylN(uves Hated he.to as 'se asthose Irot Wok exeecdFSAgU fd . Sects*? Features: ' _Results of document sites N1asP.i?.Siane)xe tine • .na' type ir.siyiatuto Ur.e apaeals as dolled line *hen pP Seartt S ssoi - • A se•tce of C Uozamenn se( b'ag° cn bact of thee( TO: FROM: DATE: SUBJECT: JJS /tkf City of Tukwila Department of Public Works Permit Center Public Works Engineering June 12, 1998 Butler Building Corp. 11856 - 44 P1 Permit Number: D98 -0131 Contact Person: Bill Butler Phone: (206) 367 -4143 3/4" Perm Water Meter Access Sanitary Side Sewer Flood Zone Control Land Altering Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) NOTIFICATION OF UTILITY PERMIT ACTION PERMIT FEE $260.00 25.00 20.00 50.00 66.00 25.00 TOTAL: $446.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 12,1998: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 tr 199 April 21, 1998 Bill Butler 12035 Palatine Av N Seattle, WA 98133 Dear Bill :. Sincerely, ti .t rttt � d i t Brenda Holt Permit Technician File: D98 -0131 City of Tukwila .IUI3JECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D98 -0131 Butler Allentown Homes - Lot 10 XXXXX 44 PI S John W. Rants, Mayor Department of Community Development. Steve Lancaster, Director This letter is to inform you that your permit application received at the .City .of Tukwila Permit Center on April 17, 1998, was reviewed at the March 20, 1998, plan review meeting. Your application has now been determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at . (206) 431 -3671. .601 en t er Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Complete Comments: Approved \PR•ROUTE.DOC 1/98 ?eft* Cca. C md PLAN REVIEW /ROUT SLIP ACTIVITY NUMBER: D98 -0131 DATE: 4 -17 -98 PROJECT NAME: BUTLER ALLENTOWN HOMES DEPARTMENT: (� g D�sion �� � Fire P �J�,n I V�/orks Structural ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning ivision M Permit Coordinator DUE DATE: 4 -21 -98 Not Applicable ❑ •.._ ' w..# /. .1 P14 No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -5 -98 Approved ❑ Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: � 4' ♦t •• �j,ti if r �. S. , fy. '�f , R D "C. fitt.rj�. txj•£� ta' �;g 1 `' ' � f, }C " . . ���ti t '�`✓�.; : 4i re4 C' A� ' ;5�;�.�..,.n� •��; �, : !i � i zt ✓� �1l '� r .J• l. 1* a ' '' . r . .• •' r :�. >r 3 %d. t rs» �'"," '` v t L r , ' .;� h' ... Crik�� �: '•ry� FAR . 2=trinallifE 1 1=1 SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES .. 5 E i�'T f �� sir s ar H 13 SIGNATURE 14w "'�' ►' ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES OPEN' DI GARAGE w AfE R 4 EWER 5 R Or. id K w 80-o t■ 3%1N• 1I 1422. - 2s b-eV. 0 49A Ilas% 1 OMFS i I < Wi<ER 5681 LIrAG �4.�"( - r 7 MA�t� yORAaLI A TO E • •Qo JCut - _ ! E H NGLL42 7R9p t y - _1 t. IiE fYE) MEW. 40.0' Arpo Li PL. S. NS ' IDsst,nlo.l Y 2 1f - C, A c.T, u11C�..1gp H RCS. �Jil >1c0 'Dii�Lt 1�iErJiIQN SLR a6 4 pr t- P.c 5O� O is •O•W. - AS? BMT pt.V111Co of P x. f�fTTlI K ��7 I tsr prjrn, Zip RI.oi -_ - -- ...'- -- -- -- 58D ygorA _ GldEfg /16__ tse 82aD11 - - -_ --- 113. gt1.4, I o'4 fICLO p_&10 VI,X11 12-t• - ba- ry- p-aasr 1I11, �r 'a711 6 LEGAL DES(' RiP IO gar 10 °. <t.S h79ACNMENf BUTLER BL lILDI1�G CO 12036 PA! AitiE. AVE. Id. SE4ibS, W A 981i7 X2c4 -- 5 67 -4193 P LA 1910 SITE•PLAN SCALE !a'= i o° Vic5 o151 EV g es our Pa +DR SH OSCOPE R pPPROVsw�+s uoE w pW+ e � ava u+a PERMIT ,IRED EOM Oc ANICAL :- :'JSRICA PLUM r PIPING c OP TUKWI ®VISION F OF 1 1 5 1558 eua.'IN�' RECEIVED 01{y OF iUM"11LA APR 5 7 1998 p1pMii GEN kr VV.LITRLIS e2 a "QC.: GIRDER TRUSS 5 /e!PL) D r #G SLd& FL$. NAIL CCLUE ■ICI '® I 111MIE311I1121111111111:'I I,W .•.74 - - - - - -- - '( 22 2.FLR.. I' I 1ST 12 " - ZLC R ER T:P ?x12_ HE F.). '1fi"7f:C'= TOP RLOGE orgfig 12 1 /2 "PLYWD S}iT� 7OPRIDGE a1I - -!J9 Tali 12°1, 5 4 -AC HDR 2,12 F-J. X 16' 0.C. 2nc. FL ISI,83 F -2 6_ e 24'" 4x 14 HOP 5 1 16!z" GL E FLUSH 241F -VZ 1ST FL 113. /8 "PL Y\/D 7 ISUB. FLR;NAIL CIIIE 12 TOP RIDGE , 3fTE �oFl Iv r 1441111hAlkill w/t4F STAMP 1 12" PLYWD TO.V. 121.93 wo. TRUSSES e2' -n" ALUM GUTTER R -10 i n 2no FL. I2.I.O3 L 2t6 STUD 5 mI N. 1sr FL. 11308 n1 'M it (2 S1 13' -4" I I I II I I I I I I 1 '.51i L -- I 2l I L I_J 2H 2-A 12" CONC - FTG 1 I A2 4"rLNC. SLAB I I — I 4" CONE SLAB I I • 25 - 0" 11=8' !A2 ja S] ' 18-1 %' 21'- G" 25' - -O" 21. 21a "CONE FT& S place I - 1 19' 3" r A"- SI' G ` S1 s9✓/9. L "CONE SLAB 30x30 CONE FTG. I 2 '8�v ,a ti FOUNDATION PLAN 0q8 -0131 V E pFR BUILDING DIVISION ALL SMONE'131TECTORS TO BE VIM TOgETFER ON /10 VOLT VITHONT DISCONNECIiNg SWITCH. ALL DETECTOVS To NAVE A BACK UP SAIIrmY. BATT INSULATION TEARS AND JOINTS TO SE TARED AND FAJM STAPLE. ▪ HOT WATER HEATER TO MELT A87 OREC.A RFO. ASS VIVOSBEONCE OF- VICIENCY PER S.E.C. 504.2.1 ,24, e•Pm) • SHOWER FWV2 CONTROL LIMITED TOX G.P.M. 4‘.6a Tae • SERVICE WATER PIPES IN UNHEATED AREAS TO BE L/PPFLATM PER S.E.0 TEL. 5-12 AND S.E.C. 503.11 and provide 0-3 INSULATION ADD TO HARR A MANE SPREAD OF 25 OR LESS. + GLA2D2G U-VALUES TESTED PEP S.E.C. 502-15 + MOISTURE CONTROL PER S.E.C. 502.16 + 11-VALUE LIMITS OF WIODOWS, SKYLIGHTS, DENNIS, ETC- PEI S.E.C. TEL. 6-1 and information bulletin 403. + DUCT INSULATION TO BE A MIN. OF 0-3 + SMOKE DETECTORS TO SOUOD ALARM ADDIBLE IN ALL STEEPING ROOMS_ ALL EXTERIOR COLUMNS, BEAMS, AND JOISTS TO 21E PRESSURE TILATED. HEATED APPLIANCE SHOULD BE EOUIPPED WEIR A LISPED SOUP-OFF DEVICE IN CASE OF PILOT AVE IGNITION FAILURE. + EXPOSED IWO IN ALL UNHEATED SPACES TO RE INSULATED WITH 0-4. 4 , i0H }!7EI7RIA I alotAr, Co-o W44 -0x5-cp ( . 0, 0x5• 0-1 4E01-0 10 al. #7 T 1 202 CkJD 7L03f2 PLA\Q 1140o sf, 411 11, 2-014 PCP. / / / GLA kiG fr' coLAzioc zcos sr 10 t t 4 . - 1 - 1 6 6 1 % > rt-R. A F ( 4 4 . 161 to .5f FActrO 2Co5/1110 f.alo ENERGY AVE VENTILATION "(GAS FURNACE) HEATING STATER TOHE FORCED AIN FURNACE OF MEZPEFFIC2E1Mk% GAS FIRED. ALL GLAZING IS TO BE U.4.06 VINYL WINDOWS WITH VENTING:MEN. 4 5Q.INCHES7RN4 VENTLATION REQUIRE/MOTS ( WHOLE HOUSE EXHAUST FAD ) EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE FLOW RATING .5..25 INCHES WATER GAUGE SPECIFIED IN TABLE NO. 10.1 B. THE MIN. FLOW RATE IN10/CFM AVE THE MAX. IS IGO CFM.., USE MIN (a ROD.DUCT AND A MAX. RUN OP 4.7FT. KITCHEN FAN TO BE 100 CFrI BATH ROOM PANS TO BE 50 CPU LAMED( FANS TO BE 50 CPU PRESCRIPTIVE REQUIRE/MOTS ZIENG U.00'5 U. 40 CEILING 11- RI VAULTED CEILING 11- R; WALL ABOVE GRADE WALL-BELOW GRADE Ft: F LOOR OVER UNHEATED SPACE R-. 1 SLAB ON MBE , R 14 OPTION ZZ CLARTNG/FLOOR AREA 1- 25 710" 4 'REC. RA Lic>" • 4.1 Rile, ' 2x1SRPS t tJ,icp " 3-60Z-Co caz,ercof 4x 14. Hr.?, LP L O I Ovegreop 2,11.6ft 25 1ST 1=LOOf PLAN 7 ,.. scal.e. V 1.,,c01 sr CMOVIO pPPRO \I" JUN 5 119S LNIJILD■N ckfk,':- 41 e DEt 1-164,11.10 A\ YeR:414, ors cee, vv/ cod pal LA5 grxce'v 6 /9 . D(PE X COMP W/ C0OI,5S O4L. A5 1 CqV W/ 541 A &.4•10 1 vv/io-Ntid5 a0.54.117 Yzowg, rxrpcw Hnza&-rzr-id 0,4TA vs7,4, powa °Es' i5R). ' 6: 1 - - 1 14-1`a ^2x1.2:E 4 .1b °veg. go. re-4-4 RIGHT SOUTH) 1=T (LIORTHi) a r s 'UjrcG T .t 5Ec 5(i£ —f_lAe O 51 tit J c0 OVER I- L 6.:Y=1 � tVAL-t • - hNls.k h , I>40•r5Vel_ t• 0 I-LATEtz 16 _C-k1NJ• F. LOOK 113,0g t EXIT f FI CogewS 1•E pLdN xC0 Po6diCO' -2xI r J�F 1� 6Okil P F r 5 #FELT uaeIZ.aY 5UC REAR (EAST_ eR 1-vP V.P ° x71. o' OV rzNea. T WEST) �fII I o I TRJp Nv! I. gxwTm 4 F,N. ALUM CIJTTEf2 r, V W' 1 r - LI(JS GLjT' F. G AcouKo pPR 1 719 P50MRCs G0A C�IITRACTORN AND SWAT. .AF SP - '. 0PALL DINNNSIDAS.NITH L, SE CAL O , AAND SIBLE ELECTFORRICAL �W&' FYELD AND ANY DI S C I L 0HALL 9L IT TO TOE ATTENTION OF DRS'{ GNEN'. grim TO COMSNWCYNG WORE. ALL CONETEY4'idM PEB U.S.C., 1994 NO CORE. .. IN CITY OP SEATTLE 10 O @8 1994 - C `1994 WASBFINITON BTArE "SHBRGY CODE. - .L, OR SILT®.:SHALL BS PRESSOR TREATER COIR.' IPDL'P80'TO - - THE - FOUNDATION WIT)) 1/2 INCB..DIA. BY YO INCH ANCHHOR R BO F BOLTS CH aT7NIW 1 20CN OF THE ENDS, AND 2ti PER- PIECE,- BOLTS SHALL: HAVE A V 0 DEGREE HOOK OR HEAD - - NININON O$ 7.INCH INTO TEE CONCRETE. ALL WOOS IN CONTACT WITH, 3 NCAETE, ROACH IS IN CONTACT WI1§i- EARTH, - BE PRESSURE `.4 : W;.C. SEC. 2317.i). 4. ALL 1ORIEONT1L eWBOIHO LENDER: SEE DEARING S2POR LUMBER NOTES. 5. manoule OR 2 ;SOLID BLOCEZNG REQUIRED A MID SPAR WHERE JOIST SPANS AR. E ORBAT tor ES'1' '6. C RACTOR TO'SUBMIT ROOF TRHBB CALL S FACTURES PRIOR TO INETALLATION,, ROOF '14G)SSEW.1O SHA MA D. MA B4 AN APPROVED AND HAVE QUALITI .CORTROL STRAW ETC.. RACK 3° 7. CONCRBTH' CONPREEBION TL 7R(II}N)IMUN OF .4440' PSI AT 20 DAYS. NINIIIM OF 5 1/2 SACKS OF CHM NT,♦'ER MOCC YARD 8. FOUNDATION BIDES.USE BASSD.ON A MAXINUN 'tO1'AL LOAD BEARING SOIL PRESSURE OF 1000 PSF,I' ALL F0010ipS SHALL BE PLACED ON LEVEL UNDISTURBED 9. ATTIC VEUTILATION'PER E.E.C. . SEC. :1595.3. "THE NET FREE VENTILATING { ARIW.NNALL NOT LESS THAT 1/15b OF TIRE AREA THE SPACE VENTILATED, 'EXQEPT THAT!TIE AREA -MAYS. SE 1/700 PROVIDED AN LEAST 502 OF THE REQUIRED VENTILATINOIAR,E0 IS PROVIDED BY VE2ATILATORS LOCATED IN THE UPPER PORTIQN OF THE SPACE. TO NE VENTILATED AT LEAST 3 FEE?' - ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE O' THE REQUIRED,VESTILATION PROVIDED BY EAVE OR CORNICE VENTS." 10. FOUNDATION VENTILATION. UNDER FLOOR AREAS SHALL'BE VENTILATED PER O.B.C. SEC: 2317.7. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A ', - NEr AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. x'11 EXHAUST PANS, RANGE HOODS', AND CLOTHES DRYERS SHALL VENT TO OUTSIDE. 12.1 5AILINO AS REQUIRED PER U.B.C. CHAP. 23, TABLE NO. 23 UNLESS OTHERWISE NOTED. SEE DRAWING S2. 1,3. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS. 14. EXTERIOR WALL CONSTRUCTION REQUIRES BRACING PER U.H.C. SEC. 2326.11.3. PROVIDE #15 FELT UNDER ALL EXTERIOR SIDING. 16i' AIL INTERIOR WALLBOARD (G.W.R.) SHALL BE 1/2 INCH UNLESS OTHERWISE NOTED. 17.. ALL INTERIOR DOORS SHALL BE 1 3/8" THICK. ALL TOE AND SHOWER ENCLOSURES SHALL BE WIRED, SAFETY, OR TEMPERED GLASS. I -(19. •TUB - AND SHOWER RECESSES SHALL HAVE 1/2 INCH WATERPROOF GYPSUM I' WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET 'ABOVE FLOOR. 24 ALL SLABS WITHIN 18" OF FLOOR AND WITHIN 24" OF ANY.DOOR SHALL RE TEMPERED. " 21. MAXIMON WINDOW SILL HEIGHT AEOVE IN ANY BEDROOM SHALL BE 44 INCHES, AND WINDOWS IN BEDROOMS SHALL AVE gA NET CLEAR OPENING OF 20 INCHES MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 5.7 22. ALL 888- SHALL USE 7/32" FULLY TEMPERED SAFETY GLAZING MOUNTED ON 4 INCH RIM .& ROOF. SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAXING, IN O 'DIRECTION, SHALL NOT EXCEED 25 INCHES WHERE SLOPE IS LESS THAN 45 DEGREES. 23, ALL WINDOWS AND GLASS ELIDING DOOR FRAMES SHALL BE ANODIZED ALUMINUM WITH THERMAL'BREAM. 24. ALL APPLIANCES INSTALLED IN GARAGES PER U.M.C. SEC. 304. 25. COMBUSTIBLE AIR (FURNACE) PER U.H.C. SEC'S. 701, 702, 703, AND 707. ' 26. SHEET METAL DUCT WORE PER U.M.C. SEC. 601, 602, 603, AND 704. SEAL AND A.1. ROOF:WITH VAPOR BARRIER ON KINTER WARM SIDE A.2. EXTERIOR WALL R -19 A.3. FLOOR OVER UNHEATED SPACE, ELECTRIC R -30 GAS,' R -19 A.4. BASEMENT WALLS, TO BELOW GRADE LINE R - 19 A,5. FLOOR SLAB ON GRADE 1 (2 INCH X 2,/ INCH RIGID INSULATICA '.T - I,.,,. - '-u _ ) •.� A.6. FURNACE DUCT„IS UNHBATED'5PACES R -8 A.7. FOUNDATION WALLS: HEATED CRAWL SPACE R - 19 TO '12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE p H. ALL GLARING AND ALL SKYLIGHTS SHALL 'BE DOUBLE GLAZED, U- VALUE 0,68 MAXIMUM, AND 0110 THERMAL BREAK. IF SIR FURNAcE,USED. C. EXTERIOR DOORS. SHALL BE WEATHERNTRIPPED AT.READ AND SAMBA. D. EXTERIOR 20IAA'TE AROUND RISOLES AND DOORS FRAMED SMALL BE CAULKED, '. WEATHER- STRIPPED, OR GASKET /ED. , 'J ■ 36. STRUCTURAL NOTES: (IN SEATTLE, ALL DESIGN LOADS PSR B.R.C. DR. .mm, , A. SNOW LOAD 25 PSI • B. FLOOR LIVE LOAD - 40 C. WIND LOAD, NIP. B, WAND HOED 00 MPH D. ALLOWABLE SOIL BEARING ITO BE ,FINLD VERIFIED) 20 /H PEP E9 RETAINED. BOIL ACTIVE PRESSURE, EFP 35 PCF , Jr. 8BI8NIC LOADS BASED ON ROE ZONE 3 O' RUIRFOROING SHED 0040 Fs= 20,000 - PSI . E CONC ETU, PORTLAWDCENBNT 5 I/2 ON/CV NIN F'c =2,500 PSI 27: VEWT CONNECTORS ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER U.M.C. SAL•. 224. 20. HEATING UNITS SHALL MAINTAIN 70 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE IS 10 REG. F. 29. ASPHALT SHINGLES SHALL HAVE /15 FELT UNDERLAYMENT, 3 TABS, AND BE APPLIED TO MINIMUM 4 IN 12 (HORYZ.) PITCHED ROOF. 30. WOOD SHAKES TED 550551E8 PER U.B.C. SEC'S. 1507. 31. FIRESTOPPING, DRAPTSTQPPINO, AND FIREBLOCXING PER U.B.c. SEC. 700.2.1. -(C), 32. METAL FIREPLACES SHALL HAVE GLASS DOORS AND BE INSTALLED PER U.B.C. SEC. 3707 AND U.M.C. SEC. 912 AND MANUFACTURERS SPECIFICATIONS. 3). SECURITY, IF APPLICABLE: A. EVERY■EXIT DOOR SHALL BE OPENADLE.FROM THE INSIDE WITHOUT THE USE OF A EEY PR Ail SPECIAL KNOWLEDGE OR EFFORT. B. EVERY ENTRY DOOR,SHALL HAVE A VISITOR OBSERVATION PORT. C. EVENE,ENTR GARAGE DOOR' SHALL HAVE A LOCKSET WITH DEAD BOLT OR DEAD LATCH WITH A ,.LIIST,1 /2 INCH MINIMUM THROW. D DEAD,AOYOROIEQOOVEO LOCEING DEVICES ARE REQUIRED ON ALL PATIO DOORS (SLIDING) AND OPENABLE WINDOWSL "'IOCECASE MOUNTING SCREWS INACCESSAOLE FROM _O_UTSIDE. 34. HOUSE- GARAGE OCCUPANCY SEPARATION: SEC. 302.4. • A. 5/8 INCH TYPE "X" GYPSUM WALLBOARD ON CEILING AND EACH SIDE, Amp LE' AND 2 LAYERS 5/B" ON ALL CEILINGS WITH FLOOR OVER. • B. GARAGE TO DWELLING DOOR SHALL BE ■A SELF CLOSING, TIGHT - FITTING `+ SOLID CORE, WEATHERSTRIPPED, AND 1 3/8 INCH MINIMUM THICKNESS. C. DUCTS PIERCING FIRE SEPARATION WALL SHALL BE MINIMUM 26 GA. I' ;GALVANIZED STEEL. "' 2 ,35, ENERGY NOTES: "SEE FLOOR PLANS FOR A. INSULATION: _ ' /^E 611 "o REST P1I JED WALL - c. V.4 R =I' -o' \S1 12" z aco TNT p ti - 1oPLTpTT. 1 21 CHAR. GOUT, F 1 3�11 ,) 4 ° AN&' o✓I,Gao + Ia)I GAP\. coNr' F 4, 1 1 .0 6 2xCo�Rl�S Gllp cri, �17I IJ(o 0VOR "Ii g - rvvD, o z Z 3 COIJG , LTG, FOS T ITT, R-11 ViPI -YwD JND'cR CCIOI1JCo • r h✓IdI�i W Y2 "1.p Xlo'gYJ.� ttkiN1a4.TIaJ VEIJT Y=�I' 11JOJU.TI014 III y II, V A zsroR7 C AwL oET ,G. DWVEYVY IJhT• CORhPE ')/419 I1.o1 6 //} 1 4.. {oa. 0- o'er orJ 3 .8 PT• N'1LI1 LON&. PIR (o. I. 4oR) P ScSe)D / I Y p^ 2 -A4 Go-I" Tap Pa9rr, 41 1: II 5641 pc Robr 46.P WP. ■nt -.5E 0 ,1 1. .E w 2 `Ve.ligL• 8 K k0 C41JG C 12 N 4 OOP .IN, ILE • 4 raNi Ve0AtO T'11�GG 4XAP. % ■/40 i..LbG• ' co�lS To f e�;r. 14 8/4 ( 1/ I NT�R toR SI-A ( I- GiIF ik Xtexpe. H 3II ..i CO' ra MIN. 2. 0 o51 )0114 ft ) s' STORYCR\WIL PET. l 91Mf�IJ J272B W/4 -NIB 82 PPO-1 , ... ,.Uf T '2.'A FIR Yor, *4 NrI.fc2 4. 12fx , siiZAKIZI d SW IfV 110 2 - 0. 4 rat) WA: W/O ;VAT', ' 10_1wcO was I J7� �? 1.1..4 S1 / 2x49rr1 1 5 A4)sty 2x4 #y 9 T 4 1051:: 2- P 4COI)1. TOP e o2r( 2 401a. .' ▪ 5 (o " c.,i T P �E .pRbN 1 2><v‘vril ILO' vY /rc !'7 Nag' CF,1.I 1P <dai1L0 A OR -611JJ 1) W /m i' P 4 T , I S , 314.0 2. 44 %2,J" ^ 00/UO 1157. co G PLR. B.iION aL�r1� " /�• P�Y1A'1� t 2,�iJ PJ PLR / \ 1 `Jay yM� 4'0x(DIKPER- 1 0 , a an 4,.4 PQOr 2 - Ew. iB"MIIJ Fi E.R . CO ORIVEV✓Y NA1.I 62e pea. BARRIER P g" -.IVx /2 "GOx CC'NA /V k �L coJrr/ / p 2. 9R _5"r Er- Q7/F *P.J45)j�2 :J :14; v ✓ /71PCe , vtaMP PJO+'PI -b A J a2Les -ems 051,41 G2 04.: 01/ , 2:9 Fw - Rz%..'CO 0 ✓cR TOP PATS �7 I r ove /z' -Yw rte. - ��IOINio VE.R u -)E ' P wO. 4GGJRS, ' -- i1 �, S4FF17 21101 .R I to KEEP w ?LL RE-si RO, :c", /- wME:RE �t[nR FDR.n..1,E_ '2.',. RIw1 IJG,F? 1 o1 To SS0Lt. 4403)! 2' Pa.� ,o. _,s.., -y , 0R 0=11,2 I ,AGf(d r 4 S PK.60 , TJP 02 4 Z "4 . PLYVJD, N.,64,-1. La To :507. 4thAax. VVAL _ /4 1 1 o 2 4p OA .4C 'A1( 4 J GG -2l�a COJ1 S-i 4 4- 059/4.1 Cz 1 7: wP /2'024714//'.4 Jo a'4P. 5°GC� 2,.=o g11J r7✓ 13 IfO vv/ r'N'II11 4 1. "2 A4 "11F,../W..- n TOP Pte°- °K h1•, CDiRd 'a 2. C5 Jr AIL 2 SToR' wA 1 ',4." \� PEP? PoaFFtt ex'-ex 12" 050 F�L WoJ 6)01.1- /2-05 %.aw1 ✓ /Nlo 2.2 co Lo /1 P,s-7' U4 -YJ oIf FmK C - r 51 T EA 5002 a� 12,5 0124 JE ,G1124? To 2.ZGL I I q G4.' -o moo. 171Aw6 . 2 L " O GOU I 2 2 Gco/1. `TPIC.A , �.T G�J 161.7112 • �/4 '1471 P.KNP '1.R 1Ja'L SCOUR '�1 f'l_'TWP ; NOex 1-Io 24/ 1441, vv/ 544 Lam' CCIa ER'sL� I 5r2 "CG MELD 2x 1110x No24 /o Bd G(„,,,,,ED„ I -ln., lad* +EIS k099P ¶'00L v� @2' -0'X. W /MKo U'■4P /Z'CON/(7 ,A. r/'4. 4.P k2, \) S PUIJ s v 7R5Ar%R tAAJ 10!17 "G 2x� P�J' ?i IF✓'JJ '. 01LOIJ cJ 5 01)584, OVER Jti904,155 DSZ&h /F5 4Mi- (001.1. �L✓}} V ' . ice lb ` CIi e "rf". 2,.4 T1EflMa� 00,04.11, . Pr. MJP�7IL.t, M,O.X. • 102 C+..NERS 0051E-1.EA 14 MI , 7 fM1210 N r0 o1JGRErE - 4 'Ce, � . = 16 10 1 . 24 M'IJ !K .1 1.5 10 Y 4 CC 1. 11 !?I!2Nf(EvEp PaL SOIL. 1 Grog-- WAL-Lv AS V/ 11 1. I, 2oCO - 51AY5 2ND 9/01 waLL >5e4a 062 /CR 2326o I,) 4 2x R1M 102 41 01° <LATE N 2XRM o/UT OR 51.r'2O /'TOP FvII.TE z L 1 ConNECTION AR INNJ inn sill or(Ner, toe ail 2. Bodging lojoixLI"ennlcxl \coil - 2 -8d 3. I' a A (25 inn, 2 152 inm(snbnoor or leas to each juim. Mac nil 2.8d 4. W,dermxn I' x G' (25 in 152 run) sub0 me n joist, fare nail 3 -8d 5. 2' (51 nun) sub.. Inioia be gi,de, blind oral .0 nail 2 -1611 A Sale lame to leis, or blocking. typical Wean:: IN b 16' (4116 rout ma. Salcbtate lop,ist or blocking, al braced wall pane:. 3 -162 M, 16° (405 nn. 7. Top Plec to sing e,N nail 2.16d R SId to stele plate - - 4.811, mental or 2-164..91 mil 9. Double muds.facc nail: IGd 2I 24'(610 niin)nx: M. 3 WINI alp Flews. 1,9621 Nan :Nil Ind i 16' (406.. me. Double lop plates. alp splice -16d I). Blocking llctwe,ni^Rls cribbers to alp Alma, toenail 12. Rim joist to top plate, toenail 1141 at 4' 0521nn 0o.c. 13. Top plates. raps 110615ai51S, face via 2.11k1 14. Continuous bawler, two pieces - 161111 IL' (406 nap cc. along mlh:9gc 15. Ceiling jniin InName .li,c 1.84 10. Continuous healer m stud, ienlil 4.. 17. Ceilingjoins,IIfaove,ranitions. face nail 3 -1611 18. Ceiling joists m parallel milers. ram inn 3 -I5: 19. Rohe, Laplace, toenail 3.84 211 Is (25 rnu) brace toes., stud awl plate... nail 2.8d II. I'X S'(25,n 203 )J calbing o,lcasoe each bear, 8, ram re I 2Nd 22. Wider than l xP (25 nun 8 203 r,psSea,l„6n each bear,g, face nil 3311 23 IludIlp comas sit. IA16134'16111 11.1 us 21 Buhup g,dera,dbemns 200 at 32'(813 min.e atlnp awl bra d gge d 2-20d nt cods end at ice 25. 2 (51 moll l n k 2-Ili: nt earl be wing 26. W,ad structural 01 1. and p Icbu 20 mot " J II sheathing( f nlnb)1 mph =25 a mall i :l '�/.32 l / • 8J or )4 %"-v 80 I /e`-I'/N' IMO or 811' Combination rubnoo, m,d,rinynren (to framing): (I alai 25.4 inn,) /i and loss Ad or 5 I d 5 I /e -1' /i 10r1" 811 27. Panel siding Ito framing): / (13 poi loss AN 2 /8 5 06 n) 80 28 U61 bo N 1 il, n8 3 - T � 1 K W)� / (13 7 0-‘9 Of \ F. N1. gab 00PfI Nn fay JUN 1 S 1 ° Na 11 N Nu g . 29. Imerlor paneling �� 4' o ._. GENERALNOTFS " THE NOTTS ARE SUPPLEMENTARY AND NOT iNTENDED 70SOEERCEDE THE DRAWINGS, IflTIIE EVEFZTOPA CONTRADICTION BETAKEN THE ACTUAL SITECONDTTIONS AND THE • DRAW INGSOR ME-S E NOTES. TOE W NSRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONMENCIXG WQRN: THE ENGINEER WILL PROVIDE A RESOLUTION TO TILE QUESTION, BUILDING CODE` AND STANDARDS: AL, WORE'SNAU:CONFORM TO THESESTHE BUILDING coDElsDCx ITNEUNEORMBUaDRoG4 19)4 FD. WITH SEATTLE AMENDMENTS.) THE FOLLOWING STANDARDS SHALL ALSO BE USED (1/S M CIFl AMERICAN CONCRETEINSTIL(ACO SPECAnONS FOR STRUCTURAL ��( CONCRETE FOR BUILDINGS (ACT 390. AC) MANUAL OP STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURFS(ACI 115. REVISED). ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318). DESIGN LIVE LOADS: ROOF 25 PSF FLOOR 40 EARTH PRESSURE RETAINED EARTH. ACTIVE (EQUIVALENT FLUID) PRESSURE. TICE PASSIVEPRESSSURE 300 WIND LOAD: P=CT Cq Qs I A0 MPH IVIND ZONE. 21.12 Cc PS, EARTHQUAKE) V- ZICW/Rw, UDC. ZONE 3. uOrrr FRAME (WOOD) SHEAR WALL SYSTEM R.•8 (FLY WOOD SHEATHING) OR R (OTHER MAT,). V- 0.1 WCR 0.I4W,RESPECTIVELY FOUNDATIONS: ASSUMED ALLOWABLE SOIL NEARING PRESSURE 1000 PIE. HONEY THE ENGINEER IF QUESTIONABLE MATERIAL IS ENCOUNTERED FOOTINGS SHALL BEAR IRON FIRM. UNDISTURBED NATURAL SOIL A MINIMUM OF IB INCHES BELOW ADJACENT GRADE CENTER FOOTINGS BENEATH COLUMNS AND WAILS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. CONCRETE: SPECIAL INSPECTION NOT REQUIRED; COMPLY WAIL SOC SEC 1701.5.1. "EXCEPTIONS." DESIGN BASED UPON Pc=1500 PS1 ALL CONCRETE SHALL HAVE PORTLAND CEMENT. HARD ROCK AGGREGATES, AND BE PROPORTIONED FOR STRENGTH, DURABILITY AND REDUCED SHRINKAGE ALL CONCRETE SHALL HAVE A WATER REDUCING ADAIXJURE ADDED IN ACCORDANCE WIT11 THE MANUFACTURER'S RECOMMENDATIONS. MIN. STRENGTH MIN. CEMENT MAX WATER USE • Pc - 2500 PSI 31G SK/CY 6 0 GAL/SK ALL EXCEPT rc 41/2 6.0 NON-ERUCT I REINFORCEMENT: DESIGN BASED UPON Fx- 20,000 PST REINFORCING SLEEL ASIM A6I5, GRADES 40 AND 60. WERE NOTED. WELDED WIRE FABRIC -�:.. (WWP). AS124 AIRS PROVIDE THE FOLLOWING COVER POR REINFORCEMENT UN -E55SHOWN OTHERWISE ON THE DRAWINGS: CONCRETE DEFORMED AGAINST EARTH 3• CONCRETE ,EXPOSED TO EARTH OR WEATHER I 1/2 CONCRETE NOT EXIOSEDTOEARTH OR WEAT HER 2(4• LAP REODORCINOI6 DIAMETERS, MINIMUM II MMES. AT WUCRS AND WALL COIOIFBS AND INTERSECTIONS UNLES.S SHOWN OTHERWISE ON TIE DRAWINGS. EONIMUM245 BARS AROUND ALL WRNDOW AND DOOR OPENINGS, EXLHaDM@UMUM 24INCLES BEYOND WAFERS- ADD I4 Y T-0• DIACONAL BAR AT CORNERS OP ALL OPEN DIGS STAIR SEcr. T , 1 F 1J2 REQUIRED STUDS- SILL ANCHOR S f I BOLTS SEE SCHEDULE I HOLD -DOWN, I lir 4 f! DAP STUD FOR BOLT HEADS ADD REBAR. AR DIAM. HOOK INTO 'OTING_ IF AB Ip SHORT s3 immin CONCRETE S DECK 401.59 STAIRS 40 get c pica '(Op of WALL 2', THEN EQUAL SPCS - CONCRETE WALL, REINF NOT SHOWN FOR CLARITY 3 - A4 2 - 0 • 0 Trp, MIN. HE40 AOM S Cd -B° IDMBEM R ACCORDANCEWRH SRC. TABLE 23-A4. STRUCTURAL PLYWOOD ROOF SHEATHING SHALL BE APA STD VC CD- PLUGGED. SNP. DOUGLAS S FIR WTIHF22ERKEl GLUE. UNLESS NOTEDOi10AT1 'LSE ON THEDRAWD4GS CUSS ELF (PLATES) 7.E. (MUDS) HapIOISLS) lap (4X 5 HES(6)( S SIF(4X POSTS) PRY EX t>) GEMMEL. BM. CONF. BM. ALL AFFC CERTIFIED) FASTENERS: DOLTS - ASLM 0107 WITH WASTER AT W00D0EMONO NAB COMMON S - MON WIREWADS (NAILING IN ALWIO)ANCE WITH SSC TABLE Z 41 - .Q.. COIN C TORS- SI.@SON STRONG-ME OR EQUAL (FILL ALL HOLES WMADS OR BOLTS PER MFRS RECOMMENDATIONS) ' PRVABRICATED MATERIALS: PREFABRICATED MATERIALS SHALL BE OBTAINED FROM AN APPROVED FABRICATOR WHO Slim, SUBMIT SHOP DRARRIOS ANN SPECDIaTONS TO THE BUILDING DEPARTMENT /CM ENEMA FOR APPROVAL PRIOR TO FABRICATION. THE CONTRACTOR SHALLNO BEY THE ' BUILDING DEPARTMENT WHEN FABRICATED TEALS HAVE ARRIVED ON THE 30B 01*, PRIOR TO i ON. `\ PPfzo W4a.L 2NP0oJiofRY ',` . 4-1 o' I fa _4! j I \ I P R. J ¢a✓f -( 'JET FLG»R PLAN SHEAR TKAq r 2fJP 51127 To Is• STORY vA,L=_ C 1 1o7E far PJI.ixK 51RI9J OGRE S 1 8 T W WALL ALOIJCV 4NTRINCPSRs DINE OP Cs& 2PEt - 1 VL - l'AfiTIAL STAIR 4 KIGI.E PLATE I'. ��yy��,, '44:41's 1' -dI PAGE UNO '[AIR 2,1s V'z. Lv°(i. e x / y 4rA .J0.9_4 2 E R'I0Iu 2 *4 Tor A e O't'TLSM SPECIE GRADE OF NO.2 3TP STUD IH NO.2 DF NO 2 DF NO.1 DF N0.2 DF NO.1 DF 24F -V) DF 24F -TN R O vAL U � 04.117PL G ; RETURN EN1� TO WALL 3i HAIL I9RAIL GWALL. ME16L PatAf.Ak) MAW-APP. 2Xq 11.1 2xC0 R 24 Ito HOLD-DOWN ta CORNER DETAIL® GAR, c �J C rIa�SE GROWL I VR ,L.4.-.34. • 2 'x 12 .IaZ STRESS Fb- 875 PSI (5) RN- 675 Fb- 850 Pb' 875 Fb- 1350 Fa = 1300 Fe=1010 Fb- 2440 Fb =2400 9 Fr.]. SS T OF 5E etzi-1 IFJ LA?IOiJ A5 a 1IIG( 055 E CTrI c� 0 - 2oCOR1, MV 0109_C. 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I(I 6 I I r 11 )I b l f / (2R) _) 1 r 6 i t I f f 5 I (3 1 . 1. v � I 'iilfi , Rif, I tall/I 112111 (a18 ( 81 4 gl Nil I LJ R f /c,vl I 1 R k II C by f i t UA p Ili n l 5(652 1 1 HEN'S 12 Iw (3U 64 1 � m pp°r5: ,lip 13bppa L 1 0OIN /fa s 1. h qla ( ad 6IMLl,'u (IS2' ) P h J6 • �r t2 I,ee, Pp " .IL .. 3 ',' ( lA5..01138 3328 PINKS ! ...L :,: c Win far it 6iei y be comm, x,x C cA