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HomeMy WebLinkAboutPermit D01-181 - PHOENIX RESIDENCE - REMODELDO1-181 Phoenix Residence 13317 35 Av S City of Tukwila Parcel No: 735860-0180 Address: 13317 35 AV S Suite No: Location: Category: ASFR Type: DEVPERM Zoning: LDR Contractor License No: Permit Center Authorized Signature: Signature: DEVELOPMENT PERMI Print Name: ---- - !�--- _t�?�kl- (206) 431 -3670 Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, I t asiiirir;! on 08188 r WARNING: IF CONSTRUCTION BEGINS BEFORE—APPEAL PERIOD EXPIF:_C, APPLICANT IS PROCEEDING AT THEIR OWN P' - mit No: DOi -181 Status: .ISSUED Issued: 08/30/2001 E y.p i r'e3: 02/26/2002 Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: OCCUPANT PHOENIX RESIDENCE Phone: 13317 35 AV S, TUKWILA WA 98168 OWNER WELLER 0 R Phone: (206)241 -6502 PO BOX 66562, SEATTLE WA 98166 CONTACT JANUSZ MYDLARCZYK Phone: 206 -714 -1522 104 NE 50, SEATTLE WA 98105 * k* k * ** k *** ** k* ** k k k k k k k* k k 4* k 4 k k k k* k k k 4 4 k k k k k k 4 A k 4 4 4 k k 4 k k k A* A k 4 A k A k k 4 k 4 k k A A k k k A A A Permit Description: INTERIOR REMODEL TO EXISTING RESIDENCE, ADD SECOND FLOOR TO EXISTING RESIDENCE, 400 SO FT ATTACHED GARAGE, 55 SO FT COVERED DECK AREA AND 1,311 50 FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE AND ACCESS. k k k k** k * ** * ** k** k A k *# k* k* A k* k k* k k* k k k k A k k k k A k* k k k 4 A k k A k 4 A k A A 4 A 4 4 k k 4 k A k k k k k k A k A A A A 4 Construction Valuation: $ 256,410.29 PUBLIC WORKS PERMITS: A(Water Meter Permits Listed separate) Erg. Appr: JJT Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N ;tart Tire: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: tv Public: N * A k* k * * k k k k A* k A A k k k k A k k k k k k A A A k* k* k k A k k A k k A k k A k k k k k k k 4 k 4 k A k k 4 k A k 4 4 A A A A k k A A A A A A k i A a TOTAL DEVELOPMENT PERMIT FEES: 3 5,017.62 kA k * * A k * k A k * * k k * A k4* k A k * k A A k A * A k k k A A A A A A k k A k A A A k A k k k A 4 A A 4 k A A k A k 4 k A WA 4 A A 4 k k A 4 4 k A A A Date: ` 1--L I hereby certify that I have read and examined this permit ana 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 autnority to violate or cancel the prov i:> for of any other state or local laws regulating construction or the performance work. I am authorized to s i g n for and obtain t h i s development permit. t.: 7v 01 This permit sha l i become null and void if the work i hot coii.nuenceti within 180 days from the date of issuance, or i? the work is suspended or ac.andoned for a period of 180 days from the last inspection. CITY OF TUl;'WI1A Address: 13317 35 AV S P� r m i t No: pfr 1- l r"i l Suite: Tenant.: Status: ISSUE() Type: DEVPERM A p p l i e d : 06/0;W2(101 Parcel 11: 735860 -0130 Issued: 08 /30/2001 AR*AAAA*AAAAAAA AAA AAA AAA it AAA 4 * Al 4 -kA A, A !,A tkA R.IAA.A l AAA A A.A:AA r AAA AA+ A f t s A Permit Conditions: 1. No changes will be made to the plans un l es approved by the Engineer and the Tukwila Building Division. 2 . Engineered truss drawings and ca l cu 1 at ions : h . 1 1_:e on i t e and available to the building inspector foe inspection purposes. Documents shall bear the sea 1 and signature of a Washington State Professional Engineer. 3. Any exposed 1nsu1ations: backing material shall have a Flame Spread Rating of 25 or less. and material 1 hU i 1 bear identi- fication showing the fire performance rating thereof. 4. Al 1 construction to be done in confe'r'►nane.:e with approver! plans and requirements of the Uniform E ;u i l d i n9 ode (1 99 E d i t i o n / as amended, Uniform- Mechanical Code (1997 E d i t i o n ) , and Washington "State Energy Code ( 1 997 E d i t i o n ) . S. Plumbing permits shall be obtained through t:lie° Seattle-ring County Department. of Public H e a l t h . Plumbing w i l l be inspected by that. Agency, i n c l u d i n g .3 1 1 gaa piping (296- 4722). 6. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7. All wood to remain in placed concrete shall be treated wood. 8 . V a l i d i t y of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con - s.rued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No pe'r'mit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work wi 11 be inspected by that agency (248-6630). 10. There shall be no occupancy of the b u i l d i n g ( s ) until the final inspection has been completed by the Tukwila Building Inspector. 11. All rnechan i ca 1 work shall be under separate permit issued by the City of Tukwila. 12. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final 1raspect:ion approval is granted. 13. •Ak WORK; DEPARTMENT CDNDIT1C ►i`lS 14. The applicant must notify the City" utility inspector at 206 -433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection request (or utility work must also be made 24 hours in advance. 15. Work affecting traffic flows shall be closely coordinated with the City's Uti 1 ities. Inspector. Traffi•, control plans shall be submitted to the .Inspector for prior approval. 16. I t is strongly recommended that storm drainage designs be certified by a licensed engineer; otherwise, the owner assumes l i a b i l i t y for the design and any subsequent related damages. 17. Any material spilled onto any street shall be cleaned up immediately. 18. Driveways shall be paved for a minimum distance of 20' from the edge of existing road pavement. 19. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities . 20. 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. I hereby certify that I have read thesis conditions and will comp l y with them as outlined, 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 provisions of any other wor or local laws regulating construct jn or the performance of wont . Signature: Print Name: Date:>tJ� Project Name/Tenant: P+-10E1.5 C 2 &S(beNCG A- Pr:TrioN Val of Construction: 4 t (O.000 Existing Square Footage for Structure: g 20 sq. ft. Dwelling m sq. ft. Covered Deck(s) Site Address: t33t7 35 E City State /Zip: TUKt Ur\ O tGS Tax Parcel Number: 40C) sq. ft. Garage /Carport ..— sq. ft. Accessory Structure(s) /. 3 // sq. ft. Uncovered Deck Property Owner: PHOENIX ZONE INC Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Phone: For an Acces ory dwelling, provide the IoIIo ing: 4,4/ ', 6 0 0 O Lot area /464. 6 Floor area of principal dwelling ti • • - _ , ?oor area of accessory dwelling Street Address: + (4o28 147 PL 6G City State /Zip: af=NTO (73 go 59 Fax #: Contractor: OWNE Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: A to ca c ot.l eri? , - 3 I�.N USZ MY Phone: 6} - 714 1522. Street Address: -(ti (O1 NE 50 City State /Zip: E l: i vA 6 -t8to5 Fax # c 24 r: - ) 54S f 80 Description of work to be done: ttit -- I mOLtst -t U-. SE totz pA t LsAt,ts Rtc -oNc Roc't ' Pt'DD 2 - 11 A e1tGfr- 4 -f= Po Po Lc_44 Type of work: ❑ 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: a Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: g 20 sq. ft. Dwelling m sq. ft. Covered Deck(s) 0 sq. ft. Garage /Carport CD sq. ft. Accessory Structure(s) 40 sq. ft. Uncovered Deck Proposed New Square Footage: 2547 sq. tt. Dwelling SS ft. Covered Deck(s) 40C) sq. ft. Garage /Carport ..— sq. ft. Accessory Structure(s) /. 3 // sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Acces ory dwelling, provide the IoIIo ing: 4,4/ ', 6 0 0 O Lot area /464. 6 Floor area of principal dwelling ti • • - _ , ?oor 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 TU'"WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: — JAdditlonal reviews shall be determined b rathe Public Works DepartmentL_ ❑ Channelization /Striping Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault)t►: Size(s): ❑ Flood Control Zone Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Privata 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 appltion accepted: o -cD SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application expires: 11-- - o ( STAFF USE ONLY Project Number: Permit Number: t-- \ Applicatio i taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax tt: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDENT ERMIT APPLICATIONS MUST BE S !TIED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A suMEO Copy , opy of recorded Legal Description from King County t ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department i'❑I (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ,, ❑ _) Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. S. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands. watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details ❑ Floor plan ❑ Roof plan ® Building elevations (all views) ❑ Building height ❑ Building cross - section ❑ Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (Le., 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. © l ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. if not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner; registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the properly owner authorizing 117e agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. 2/13197 *aA * **44- # * *4Alkdi A* %4 +AA *4 ***yj*+-4 AA : =+*4 *A ,i 44 4 , t +A+444 A.i.i `,4•i +:A*i CITY OF TUKWILA. WA rilAt 30I f A * * #** * ** ** * **** ** *4*01 * *; + *044 40 , 144 k * FA ***.i.f*** !4* —A7: +i TRANSMIT Number: R0101 t28 Amcfitnt: 3.800.40 , )t-3;.30/01 Payment Method: CHECK Notation: torn: PHOE NIX :IO E P, st `F t Permit No D01-181 1 vpEr: Eit.V LPh 1)EvE L0F'PtE01 FIt tsl 1 Parcel No: 73'3860-01130 Site Address: 13317 :5 AV G O t :i l ! t i Q , 4 ... o t - . This Payment 3,E300.40 Total AL t. * ** * *A * * *A * * *4 * ** ** * * *A4 *A{ *,%4 *,t * ** A *A *As1AA- A 4 i, * * +44 +A4 4 A+ *A'* A ‘i Account Code 000/345.830 000/322.100 ;9,0,'345. 83 0 000/34.830 000,'386.904 000/342.400 412/342.400 Oe9cri3Jt:ion PLAN CHELI - v?C3t:RES BUTL0It4G RES PLAN CHECK - PEE PLAN CHECK •- 13rEL.E"f / STATE BUILDING SURCi•ii RAE: T323P FEE - UTILITY l t!Gt' FEE - STf►fttai D1 ('iIi'4 A4 ***A*********AAA.IFA**A4A*Ak**844t 4,, tAA.t , AkA:kt 4 NkA. 4 ‘ 4-8 :NA\ i,h, AY OF 1LIFWILA. WA k *A*A**A**A*******8**Aki***Ai8***4 4 ticA%-A 4 A 4 A , kkk 8 kkki , i ,4,,,, Ak* , (* .k.,„ 1RANSMI1 Mu.rbt-r: R0100746 cuit J j4. 06/0•01 Pviment Method: 1; 1: ARCH 1:0W3 rRUCTI3 11 — — Permit NO: 001 DEVPERM 1:!Plo;)mr:41 prj;:iir Parcel No: 7358C0-0J80 !ii to Addreiis: 13317 3', AV rt' FH.? This;. Payment 1,217.42 1,:sti ALL Pit; 1 Balanc9: L. 1413•7:d0t; 1,21 Account Code D.9 000/345.030 PLAN CHEU 17‘it".1 I - 1' . ■ "". - 2; Pro P Ld2 (14 )( t: e iF :s f4) e,1r�, Type of lnsp o ./ A . dr ss: Date Called: Specia Instructions: Date Wanted: 41.7 A • equester: /� Plwne N _ 00 ): - 1 ) INSPE TI ' N NO. INSPECTION RECC J Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Fl ..., Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector Receipt No.: Date: Date: (206)431 -3670 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: --- C -- rf i i LA/L SfOr 4 YOvrej Type of Inspection: Y� tnn t ►� 1 V 1 OUt"*C ttcm C 4` Ytl►V\ -.4" ✓` 1 ( ( ) I m p ct ox ,r perm pd ( ( ' t lC2 ■ rv, • • COV• ieck tOp, - v 0 ,.,,. OA 4- Special Instructions: i() r - I..v\clt' I urn : CO r v`Yc I 0 ir'o IA ?OrA- *1 10 co el--e a.m. p.m. Requester: Project • 11 Type of Inspection: A dd Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECC ` J Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 pproved per applicable codes. u Corrections required prior to approval. Inspect . e . ' . 3 Nom a r, Date: L a ci $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: p 1 •} k. rc4 I .Q , 4 e-e Cpl C ( S 5 t` t�C} r p i. • -P P ■ dM • ' . EW if C4 N C / 1.-pA. C \UStht aV c r 1 Ari 21 ` G V'1 \ ■ 1 t-. (lc. vac e- 11 A t--\ 6� [ a► r v - a4 A G r • I S r • L. A 1 1 r I • r -V, 0 ..,4, N,--. 1 -11 I+ av\J 2:-II £ l cmo e-e e1t-Vec -lors $ - 4 f t' t) r t 1 51 rApc r,tnt(L, -c1 " lova. to Sell \-)4›,A47--\ k A. t ri ,..3 o4-4- LA)a 4' e- V.P0t4 r r d L� r a 4 7 ProJec / &iU /X if1.5 ' .W Type of Inspection: FM, f 4 (- Address: Date Called Special Instructions: Date Wantee • : //0 . 0c) a, p.m. Requester: Pho No: (.- � - 4 7 INSPECTION NO. Approved per applicable codes. INSPECTION RECO - -; Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: 1 3 Q� E1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /COMMENTS: Type of Inspection: fi nal Address: 13317 3546 Ave S Date Called: 11 +27--02 t LJ 2-1 1) Date Wanted: t 2...z _0 2 a � p.m. f l ,,.„,_,+.,. Phone No: 206—g56—)2.72 t (i . litre i 1 1-/ 1 d i t / iv f z jIL. —\,-..,. _ c „,,,..N. ,) C Protect: Vhae n i x s, Type of Inspection: fi nal Address: 13317 3546 Ave S Date Called: 11 +27--02 Special Instructions: Date Wanted: t 2...z _0 2 a � p.m. Requester: �Va Phone No: 206—g56—)2.72 INSPECTION RECD,_) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doi- gl PERMIT NO. (206)431 -3670 EJ Approved per applicable codes. Corrections required prior to approval. Inspector: Lj Date: $47.00 REINSPECT(ON FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: I .. / L. Address: ?3f ... '.a S a,, / U(. - r ,4,--1 s f-zv, 49 Date anted: , - 477 -0 D 1_,T„_____c_ / 4 Pho No: f C f � 7 _ --- ,e, s/v/re'" iv ,,,.../ ..., Project: / 7 /5. `Type of Insp ct'op: 7 Address: ?3f ... '.a S Date Cal ed: / — C> Special Inst Date anted: , - 477 -0 D a. , p .m. Request? 4m Pho No: f C f � 7 _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. r .. INSPECTION RECor. Retain a copy with permit Corrections required prior to approval. ri Inspector: �/ !' -,.� (- /' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 11 Receipt No.: Date: P Z 2 tT I// K t: t" 14 -- Sid eld T e of In pectin AI t ( // ,F AI •- 73 , .... � , 7 h di ,2 Special Instructions: Date Wanied: t f a Reque f e f /7 / ( Phone / — 1 3 ! . 1 INSPECTION REC4.. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: �... , (l� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project - Type of Inspection: 1'u t1 Ci leC._ Address: 0 , S , Date Called: 0 - Z6 Special Instructions: Date Wanted: 5-Z7-60 a.m. C Th; Requester: a Be e y --, Phone No: INSPECTION REC(0 Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 inspector: 206)431 -3670 R Approved per applicable codes. J Corrections required prior to approval. COMMENTS: rP.1)0r'1 1 C O tro �) ` Date: 0 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: / / f7 :tlk Type f Inspectiop: / / 7_/J 7' • It ill /1/4277/ -e.. 1 ° V74 irr) Q C e, _t v C ri' 5 Date Ca rr j Lr , !( a.. 1 tit, Date ante. r � 0 a p.m. Requeste : Phone too oiL. \_,„ v, , -A 6 42_ 1\01)ce O ng Pro 1r ji, r / / 1 /' --' / / f7 :tlk Type f Inspectiop: / / 7_/J 7' • It ill /1/4277/ -e.. Address: ,... .. 4.," <77 Date Ca ,9 -3/O / Specia Instructions: Date ante. r � 0 a p.m. Requeste : Phone too INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. c orrections required prior to approval. El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid atb300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ecy &E AI/ X A7 r t I !r4 r Type of Inspection: - .7 ' %/72. L /<, /�" Address: ° _ Date Cle� �� Special Instructions: Date WaUte.. ci ,- 1/4,2 3 a.m. ..m. Requester:_ _ Phone No:, 1C / ' 55 — 4, 7-7 r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: INSPECTION RECD Retain a copy with permit Date: PERMIT NO. $47.0 • REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: p .j, / . A A 1 / Type of Inspection: AI d Jig 4 1 . ddress: Date Calle • ...- 0 Specla Instruct ons: Date Wa e : a.m p.m. 'Requester: h one No: - / 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECD Retain a copy with permit z 4D O. ( 06)431•3670 Approved per applicable codes. El Corrections required prior to approval. A. S47.00 REINSPECTION FEkr EQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: COMMENTS: A72/ r c? (,..e, f Type 1 p tion:� � _ i t tt Address: t - i 1 ' t .- - -�> Date Calle i U r ( ^ cap. Special Instructions: 1-- 11' ," 1 4 el y" 't 7 41/2" !/ 4/e"., 5 /"1„,":44.: . h 4 .7 e_ i,-.#6 / / (1 'Reques P hone r _ g(( » ' / !1f ,r - ..t J 1 i'7 A.L._ ... r , � R , (J,..,, aft) 1-76,1--1---ikeA 4 -i- 1`r `7 / / 4{ L. -e,/ j /` i-k-7 y /4- 1 Pr�j ct: Y ` "fir (--.3 Y1 t i ') <�r r;(' .. Type 1 p tion:� � _ i t h('1'i Address: t - i 1 ' t .- - -�> Date Calle i U r ( ^ cap. Special Instructions: 1-- Date Wade : 'Reques P hone r _ g(( » ' / !1f Eg Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. S47.00 REINSPECT1ONli~EE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Z Z ry ~ W O 0 N 0 CO N a„ w (n !— O W U ON O I jEW 111 f tJ a O Z COMMENTS: ii 1 . r T 1 l { i I OcV �,' f r l Date C e / J / V t (AT 546,1K w os� Date Wanted: / 1 pi /0 I f) I i 'r lc t,,, Phone No: Ur - S 56 r • 07 2.) ( 1 T* 4 -E ,a (` w t (a - 10 1 v C \ V 61 .'� i _ P (r : 0 to 3. ( ) ∎ , )w', t v\ 17G`t 1 00 to S (3 AMY ■ AZ 4 tIPC lr l/‘ 1 CA tOt)r - , t-. Cat rpvri j9f7 ( f . n k _ . _ c v lc1 ^l-- Proj ct: _ r^ 4 ht r n 1 k Ke InPrO c Type o Inspection: r<t IM k ( - )r Addr 1 I 1 2 i) Ali \ Date C e / J / Special Instructions: — Date Wanted: / 1 pi /0 p.m. Requester: T vin Phone No: Ur - S 56 r • 07 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspecto Receipt No.: INSPECTION REC Retain a copy with permit Date: (206)431 -3670 Corrections required prior to approval. Date: 8 - ` - ^ -. 1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1C1 -.) COMMENTS: ^) Type of Inspe l-. Gt S '' t r -t 1 =_ t \ rat. r lc, l 1 (._ j i'1 1, ' - • 1." ` 1 / r. +.) / . (: (' Date wanted: ,'. , i;7 a.m. (1)--* r" t "1) Requester: _1. \,1 C � v s " x Ol e ) :.:)r-, ) \ - - , 4 �, S A P Li G I £'> )-1 y- \ ,,i 0 2 1 v.( 0 .0.( C' A r -ii r \ W0' , 1 I.'1 I 1 ! I t P� f \ v' f ri Project: ^) Type of Inspe jj Address: �� 3 A 1 s Date called: , l�'t oz Sp ecial instructions: Date wanted: ,'. , i;7 a.m. (1)--* r" t "1) Requester: _1. \,1 C � v s " x Phone: f2= INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $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: � # pection: I Typ o Inspection: r \ fr / 1 , zi / / / f z4J �ddre#9: 1 1 7 Date called: /j, ,. / Li 1,j 1 , f Requester: r - �� ( "' r c; i ; : t ', ,IN - rt P � 'pct: � �,, b ��[&A t K (Y JiriO � # pection: I Typ o Inspection: r \ fr / 1 , zi / / / f z4J �ddre#9: 1 1 7 Date called: /j, ,. / Li Special instructions: Date wanted: - I j a.m. / /0L Requester: r - �� (ho INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. -Corrections required prior to approval. n $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: 44 , ,17) 7 y - .4v 5 3 L_ a. -Pr C) �, I toOr.t C.a• • P Date wanted: . m`. Reque ter: P hone: (,l .50 S 1) 0 L wAllc. - CA p'rGv eA • phoeci r X. AasleieJII1/ eo Type Ins cti Ty f' t i A a t (( (1 ,17) 7 y - .4v 5 Date c /— /0—c/2-- Special instructions: — Date wanted: . m`. Reque ter: P hone: (,l .50 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECOR Retain a copy with permit l.) PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 9818`\ (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Ej $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1(5 m w 0 0 0 CO t1 WO u j u O Z �O W UO 0I- WW u. O W Z = o p COMMENTS; 0 /lf'r. i1rr • ` 1 ;+ L. ...-t i- ri 0 v 0-J-eS - 0 k, Vtf t V I 1 4- P‘ e ) E >t r Ur i . . - l TA \ S ot,?-0 u K t i S k 11. -1,, . <,, 4 , ( r r' ( I A ) (Wf I 1r ,r { a • . 1 ( ' ■ , .3 l� . E' "- 0 6 i (A C 41n1 4 5 { r hc, ) I 1eI S q I c t_ I 1 •) C • I X Ps j? �� L of inspect on l // t - T !Ad dr ess: l 7 3S" r�' 4 / �- D ate c i -- . -- ( z_- Special instructions: I Da /a wa ed: Requeste : 1- 1 /C+ f1 Phone.. f r , f J � t ✓ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO�t Retain a copy with permit PERMIT NO. (206)431 -3670 X Approved per applicable codes. Corrections required prior to approval. Inspector: I 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: Project: L 3 X'n' X C z, or., (0 Type of Inspection: Address: 13317 35'4(.3 Date called: l /Y/ Special instructions: Date wanted: /L7/6, a.m. , -;. Reques r• Phone: (l()`) ; 7 7 Y:.)( ( `/ P INSPECTION NO. COMMENTS: Inspector: INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .No, -1k/ PERMIT NO. (206)431 -3670 Approved per applicable codes. LJ Corrections required prior to approval. 1.citiO, 0 5 . i cc ` �.�.�„ '. (4. f Date: V .74)2_, $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: COMMENTS: —ke / Type of Inspection: j Address: qa 3o izd I y� Date called: 046 310 0/ I I a 2 D. 7i . T „KT _b..A.,.. rt, ...c . Lo ., i . C. erk "-p A f Pi LJ . i C_d1-M4. -ry t-z, N • c . c rrtI...r...t -E. f � . Project t j (( 1 - , i —ke / Type of Inspection: j Address: qa 3o izd I y� Date called: 046 310 0/ Special instructions: � _ �(�, ( 4)p a ( TA) s << l�, ( ` Date wanted: � �) i/ �� � gyp Request r• t 0L.t ed Phone: 3 ) C ( , -(c79 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 ID Approved per applicable codes. EJ Corrections required prior to approval. Inspector: I Date: Ell $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: `.; Tyke of Inspect tort: Address: 4- /3J/ 7 .?.<- / v S Date called: /7-. ^ ' -ev Special instructions: ' Date wanted: (4.1_,,,T1 1 / /- ,,.?' /- Cf/ p.m. Requester t/" Phone: :,s --_ 1P5/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: F o J v\ INSPECTION RECD Retain a copy with permit i ri /;:'i- /J/ (206)431 -367? PERMIT NO. Corrections required prior to approval. Date: L $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: • Pr Le1Z4 .f 1. Tyge^of A :cui ftbfia rest' `--' , .. Date called Z S ecial instructions: Date wanted ( ain. Request: V ......� rt Phc A j) do e} 3 69 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t0 PERMIT NO. IR Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( r rr (-\ tovt.S ` \ 1:1w ) ,the Co \Q \ _POr Clgte 7-e. Inspector{ y c.:), - .4 9 . 9 Date: 1 \ 5 -_ 01 ID $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: COMMENTS: Type f Inspecr iJ in[ittl( > , ell IS Date II in) 11 �e /kb r+ VN C LUr < S i C f' d Dat ante : 11 I nOUSR tx JrO‘k 40 p cu r Req ester: .- V tY't — 5 r6 — () � c; Aet toV a- 1 . e_ _ tr _ 4" e r • i Otivk , .i 0,, - r C 1,1 c �1 . 1), l 'w' ck14 S't cG r(4 ,, Q - , ►., s tt . row\ XQh1 v v - l 1 (v'+. * Y' e v1 - t1 ect: t'k' 0 ( Res Oc - 1C... Type f Inspecr iJ in[ittl( > , ell IS Date II in) 11 A ress: �� 5 f�J S i al instructions: - -� Dat ante : 11 as n, r:. Req ester: .- V tY't — 5 r6 — () 2 ,5 " (P VS Li INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D ot- -) ' PERMIT NO. (206)431 -3670 IN Approved per applicable codes. Corrections required prior to approval.. Inspector Date: k ! 1 1 — 2 I [ 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec •,/ / /�i ra /1 '2 VI � cit2- Type�oL tnspe ti ( 6,7,0t/& - .t`74f .idit• Address: �,( /Y.6/7.„9.� / �v S Date called: ' cer- / Special instructions: Date wanted: d: 3 / v/ a.m. p.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98148 INSPECTION NO. Approved per applicable codes. COMMENTS: $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: INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. H N Lehtinen By e)2- Date 7�27(b( Engineering 3216 Wetmore Ave. Page No. of Everett, WA 98201 (425)252 -23 73 PROJECT NAME PH F 1,1 /X ISE 51 r E- PROJECT NUMBER 01 /25b b LOCATION WA 1 /J&ro J CLIENT 7 C*1 COST, DESIGN CRITERIA CODE � �'� 1 r� 1, /qq 7 Fit- _. LIVE LOADS FLOOR 40 Pic- SNOW 25 P1 WIND 9 kIPH, L.x-P, " (54 • 7 .� SEISMIC �n •. ' } ' ' .,:; DEAD LOADS ROOF FLOOR SOIL VALUES BEARING LATERAL CALC TI / p / 0 1 09 2oc J'F BY: JURISDICTION ADDITIONAL STRUCTURAL ENGINEERING REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN SHT. NOTES, SCHEDULES AND DETAILS PER SHT. CORRECTION LTR# � .. DATE/ " / 1 STRUCTURAL ONLY ENGINEER'S SEAL IS FOR LATERAL LOADS ONLY, UNLESS NOTED RECEIVED CITY OF TUKWILA AUG 1 7 2001 ; PERMIT CENTER H N Lehtinen By 5a, bate Engineering 3216 Wetmore Ave. Page No. 2 of Everett, WA 98201 (425)2524373 WINDD DESIGN DESIGN WIND PRESSURES FOR STRUCTORES OR ELEMENTS OF STRTTCTOR.ES SHALL BE DETERMINED FOR ANY HEIGHT IN ACCORDANCE WITH THE FOLLOWING FORMULA: P =CeCg Cis Z P = design wind pressure Ce = combined height, exposure and gust factor coefficient (Table No, 16-G). Cq = pressure coefficient for the structure or•poion under consideration (Table No.16 -H), qs ts wind stagnation pressure at the standard height of-33-foot (Table No.16 -F). 1 Importance factor (Table No,23 =1{),. P15 =,62x7,3'116,4 PSFx1,0 =13,2PSF. P20 =.67x1.3x16.4PSFx1,0 =14.2PSP P20-1 .72x 1.3x16.4'PSFx1.0=315.3PSF SEISMIC DESIGN THE TOTAL DESIGN BASE SHEAR IN A, GIVEN DIRECTION SHALL BE DETER YD Eb FIOM THE,TOL '0. WING FORM JLA: • • w v= (Z,5Ca / R) W= (2,5x• 0.36/4,5)W =.2.; W v =p total design lateral force or shear at the base of the building. Ca • numerical coefficienrspecified (Table'16. -0). R = numerical. coefficient (Table 16 -P). W total seismic dead load. H NLehtfren Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252 -2373 RE-DuN D/ cooR L fs ^ J / - Zo rmrnx c - rLtW +52 c t _W/ Z__ tL+ E 9IS M i G OES I6 ►' ,DIc- rRIEUTIoIQ ix2�S 4 ► t By_ Date Page No. • OOF _ PzP A 2, )4 2 Z' 2 8PS RT, = (v P, k 20 >C_!6'+ .Z B _x. 13_ Wri = 10 = x I Y 2 7 /Cf Fbi.s = o 2 /g 3,e (-pike.= I x .= n 2- 20 Viz. (215 2(2')c22", GA LC&) L - N/RTH QUAKE. LOADS v r 2 W =,2 113p3F X 2c� 110 x 3 -f-- EA 51G Lo -AV Ca"/1r?ik/ATic-) � g U0 0 El u . N c 0 1 1 i 2ofZZ 77 � Fli Z � W P I t WW u.. /15 H N Lehtin pn Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252 -2373 L I F L DE-5 C. t F13-r = 15,2-peapy F = r+ 2_ P5 Fr-t,K*1-- lb P F 5' A 8 1-0)7 > is , z By _ Date Page No. • 'LAWNS 100140 SPOUT v PQY x � = 13 7 i rVZ P5')4 110 8 C 5 3o * 7 ( L' H N Lehtinf'u By _ Date Engineering 3216 Wetmore Ave. Page No. of Everett, WA 98201 (425)252 -2373 ' 2 Thp kg 7 x 12,'/ z = t7, B 1 '-/ 510 7 2, * 2_1s =- 160-07 f ti 0; /?.? _ 1(7s 1 7 t,:)4712, _ I4o ° U x ,15` Y wpsws 2A/9"p, u2c_ ./z_ Z (-- ?'/ - r - e- rk , v I 0 - H N Lehtin!u Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252 -2373 3, 6 2, 3 .+��•jS:v ` : rh y tij x w'F� ," " By - Date Page No. • fz =3 H N Lehtin Qn Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)2524373 3 x 2c)Z = s, 5 �-- By _ Date Page No. * i, tivpyt I ` 51-- pt/R x 2, 3 2 � 3 - Z, s. =- Izo 119bE giiki 3 2¢5 28/z = 5,43 k '= /8c,(' U 24. ex 312z _ 179 wP) ___ 3 . 9 \ ;3 0--- 0 ` 2 3, 63 coy 1/ 36 3 0 '7 3 - t - 1, 5 = X31 (P ) PREPARED BY PAC H N Lehtir - In Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252 -2373 3,s P �fi/o PkA/F. (c�` "[ x �,.5 � = /2 lS M - _� - 4 ( 9 _ �. Z r= 1OVIoS 52 VsE //' 1 L5 — Ptf. (z (/ &J c MR Flopv 2 2 U.) _ !S p5F x 1 -Vo ►c, - 1 5 4,9 2, 6 ►viEfr -/f7s 1 1 SIZES P 5CH EDW./6 *lHP.S.O, J STFiD )0 - F(oLDD vv By_ _ Date Page No. • of = E-XT htD 1-1.5Afl To ThE WA (it/ Si/ip ot) L 2 9. . KI 11 14 1• H N Lehtinen Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252 -2373 5H B AR WA 14.- o RTU tv 1 t.�G By Page No. : ____ of & /5-- x 2 N' Ftiv 41'Z 4 x2 = /DSO Hcv //06 r) 667 x 4:3 J=qz KI /2 1 = 3 USE_ S /MPSo /411 tes L 1 W1131(LCjS . 1w Vl.: 11G. n., .i .. .. �G1 NJ I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SHEARWALL AND DIAPHRAGM SCHEDULE MARK ALLOW LOAD MATERIAL rxc KoCx "ro-° c NAILING ANCHOR ; BOLTS PLATE NAILING REMARKS EDGE FIELD Roof 180 plf 1/2 CDX N 8d @ 6' 8d @ 12' Minimum Standard Floor 215 plf 3/4" CDX No 1Od @ 6' 10d @ 10 Minimum Standard Wall f 260 plf 1/2 CDX nR 12~ocz Yes 8d @ 6' 8d @ 12" K L @ 4$- 16d @ 16' Minimum Standard g vki 2 25o 1 z'evz , 2 /2" poi, > a 7 & 3 5d&r7 83 0'12_ 1/2,@ . J43 E (6 1640it6 16d Bj0 3x 3 r1/95 / g& " . Ki 2 �- gdk 3 •;, 6 5 a . • J 1 L 1 W1131(LCjS . 1w Vl.: 11G. n., .i .. .. �G1 NJ I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. H N LehtinP! Engineering 3216 Wetmore Ave. Everett, WA 98201 (425)252-2373 -C4sferk c5 /6( 5 _ By _ Date Page No. • 2 0 / 3 g7 p Ir x 7(0 K. J 0 5Do 0 364 2100 s. 23'0 11 7 1 f 6 if of AN"?..=- 11- x 2 (6 _- 22 i /./ �.` S x (6,5 le3q (0; (7 — 3 GI `1 ) 2 (7 r vl = u.�� = 35 2 ' 6 91 ` z ar )( (2- 2 , 4 - I7S,oiV <1Z 6s '� P (01_ 81 cDAT ,, Pr H N Lehtinen By _ Date Engineeriqg 3216 Wetmore Ave. Page No. of Everett, WA 98201 (425)252-2373 VREPARED BY 8 I/ 2,5 2- AP x 1 c /, o s - /7, 3 ni) E)(i`r 4-)6 pp _T-16 .• LED C 9 IF ( tip 5 1 Pr so 2 S i x , PD ACTIVITY NUMBER: D01 - 181 PROJECT NAME: PHOENIX RESIDENCE SITE ADDRESS: 13317 35 AVENUE SOUTH Original Plan Submittal XX Response to Correction Letter #1 DEPARTMENTS: Build gDivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Complete Comments: Structural TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) n Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: DATE: 8 -17 -01 Response to Incomplete Letter # Revision # After Permit Is Issued Fire Prevention ri Planning Division Permit Coordinator DUE DATE: 8-21-01 Incomplete L Not Applicable No further Review Required DUE DATE 09 -18 -01 C f DATE: DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 3ll 0 • Response to Incomplete Letter # • Response to Correction Letter # 1 [] Revision # after Permit is Issued Project Name: PHOENIX RESIDENCE Plan Check/Permit Number: DO 1 -181 Project Address: 13317 - 35 Avenue S Contact Person: Janu M d larczyk Phone Number .2) / " � 15 22. Surnixa of Revision: 04to - 1.41 Q, 4.0.M Sec 54 4 -I ►`hoc Poctsls 5stts Mtc i 1ot . 9 ot' 4' 6f ' a,Io' at e/ rrrOfIC.E• <n: (01 c o�1-i !-t 2" 12 Pr Cc 0 >1,(, (' o to 'r e V L p PJ S LtNic ? f 't�i.sF} c � Z ft.C4NOS) Z v-c,v -a-It `tom 7 (l t3 6- • -Z�wu1 PLC 4 - '✓6'2 3 ;' it rl $ w. PS crp 5 co Sea 1 c '5 N V S . P PO 1 t4 ( iri S t, t' OF TcYo't= G — 5C)^ 'De r r P s: ccir 1 k 4 ; `t -1,12 ' r(t1 N� c't't1a>! ty1+1 — 54-IT - (14t. Co 1,o-ri I W 5 CITY OF cTUKWILA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: jtaef Entered in Sierra on PERMIT CENTER 07/03/01 z Z tr y 00 N W= J F- N LL w O LL w � ui W 2 � 1 Oy O� w u. Ili To July 3, 2001 Janusz Mydlarczyk 104 NE 50th Seattle. WA 98105 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -181 Phoenix Residence Addition 13317 — 35th Avenue S Dear Mr. Mydlarczyk: 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 Building Division. At this time, the Fire Department, Planning Division 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 ()leach 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 he made in person and will not be accen throueh the m ail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl ItEGaA. A Brenda Holt Permit Coordinator xc: File No. D0I -181 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 0300 Southrenter Boulevard. Suite .7100 • Tukwila, Washington 08188 • Phone: 206 -431 -3070 • Fax: 200 CL 2 U U CO 10 w J IL tu 0 Z� O of ta u-O tit Z O ACTIVITY NUMBER: D01 -181 PROJECT NAME: PHOENIX RESIDENCE SITE ADDRESS: 13317 35 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 DEPARTMENTS: Building Division Public Works Complete Comments: IPRROU 5/99 PLAN REVIEW /ROUTING SLIP 0 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROU ING: Please Route Struct ral Review Required REVIEWER'S I ITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved ith / Conditions / CORRECTION DETERMINATION: Approved n Approved with Conditions C Revision # After Permit Is Issued n n REVIEWER'S INITIAL S: �'L.. -vim DATE: REVIEWER'S INITIALS: DATE: DATE: 8 -17 -01 Planning Division Permit Coordinator DUE DATE: 8-21-01 Not Applicable No further Review ' equi ed DATE: 8 '2. 6 n n DUE DATE 09 -18 -01 Not Approved (attach comr /ents) n DUE DATE Not Approved (attach comments) PERMIT NO.:1x( BUILDING PERMITS INSPECTIONS ❑ 00001 ❑ 00002 ❑ 00003 ❑ 00004 ❑ 00005 ❑ 00006 ❑ 00007 ❑ 00050 ❑ 00060 ❑ 00070 ❑ 00071 ❑ 00072 ❑ 00090 0095 00100 00200 ❑ 00250 ❑ , 00300 00350 00400 00450 00500 00525 00550 ❑ 00600 00610 00700 00750 00800 00801 00802 00803 ❑ 00815 ❑ 00900 01000 /❑ 0100! ❑ 01110 ❑ 01115 ❑ 01120 ❑ 01140 0 140 01700 ❑ 01900 ❑ 03100 ❑ 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ 04005 ❑ 04006 ❑ 04007 ❑ 04008 ❑ 04009 ❑ 04010 ❑ 04011 ❑ 04012 ❑ 04013 ❑ 04014 ❑ 04015 Progress inspection Status Pre - construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move inspection WSEC Residential WA Ventilation/Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down lnsp Marriage Lines Rested Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Roof /Ceiling insulation Floor Insulation Wall Insulation Exterior Roof insulation Glazing inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre-Move Inspection Motor Inspection Pre -Demo Pre - reroof Final -Fire Final- Building Final - Reroof Site Visit Special- Concrete Special -Bolts in Concrete Special- Mom/Resist Conc Frame Special -Reinf Steel Prestress Special - Welding Special -High- Strength Bolting Special - Structural Masonry Special -Reinf Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special - Piling, Piers, Caissons Special - Shotcrete Special- Grading, Excav/Fill Special - Retaining Wall Special- Panels Special -Smoke Control System TENANT NAME: •°Iict CONDITIONS 001 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 ❑ 0014 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..." 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 e 0025 All wood to remain in placed concrete shall be treated / 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0 0028 Rack storage requires separate permit 003 Electrical permits obtained through L & 1 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 ❑ 0038 ❑ *039 Contact PW Div to obtain insp for water /sewer connect A C of O will be required for this permit Final approval for all Tt vain the limits of the SC Mall 04 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces iiK0005 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 WAIIO 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...." ❑ "Reroot" Plan Reviewer: Permit Tech: Date: Date: fgr01 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -181 DATE: 06 -08 -01 PROJECT NAME: PHOENIX RESIDENCE ADDITION SITE ADDRESS: 13317 35 AV S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division clmted Public Works Response to Correction Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete yi Incomplete [n Comments: TUES /THURS ROUTING: Please Route Fr Structural Review Required REVIEWER'S INITIALS: DATE: IMP ,411111111•111111MIIF APPROVALS OR CORRECTIONS: (ten days) Revision # AFTER Permit Is Issued ;1z U - Fire Prevention F -- Planning Division 4 10_ 40.4?-- r - Structural Permit Coordinator C DUE DATE: 06-1 2-01 Not Applicable ri No further Review Required DUE DATE 07- 15 -01 n Approved n Approved with Conditions Not Approved (attach comments) Net REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: W0.0.01.111 DOC Vrl PERMIT COORD COPY • ACTIVITY NUMBER D01 -181 DATE: 06 -08 -01 PROJECT NAME: PHOENIX RESIDENCE ADDITION SITE ADDRESS: 13317 35 AV S SUITE NO: X Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete WUROUIt.LXX' L^II PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete ri TUES /THURS ROUTI G: Please Route Structural eview Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved in Approved with onditions Approved l Approved with Conditions n n Response to Incomplete Letter # Planning Division Permit Coordinator C DUE DATE: 06 -12-01 Not Applicable C Comments: C No further Review ' quired DATE: DUE DATE 07-16 -01 Not Approved (attach com ents .11111111.. DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: A1•111.■n. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206-431-3670 Partial BUILDING DIVISION REVEIW o w 9 Plan Review: Ken Nelsen, Plans Examiner w o N3 z � �o w U� ww 0 " U 2. Brace walls must be also identified on the plans for the new portions of the house. Either Z a prescriptive design from the Code or engineered will be acceptable. 3. The proposed 6 X 12 GIu -lam garage beams are greatly over spanned. Revise the plans to show adequate size beams and calculations as necessary. 4. Some of the proposed 2 X 8 floor /ceiling joist above the garage are also over spanned. Specifically, from the second glu -lam beaml6 feet to the main house. Revise the design using 2 x 12 joist or by another alternate means. Date: July 3, 2001 Project Name: Phoenix Residence, remodel / addition permit application Application #: D01 -181 A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with applicable revised plans, specification, and /or other documentation. 1. The re-use of the existing concrete block foundation will not be approved without the following information. a) The existing foundation, wall and footing must be inspected by a licensed structural Engineer b) The Engineers investigation must determine the existing foundation ability to support the new two -story addition. c) The Engineer must then design or show how the foundation and new framing walls will provide for the seismic brace walls requirements in U.B.C. Section 2320. 5. The entire flat roofed areas, (waterproofed roof and deck areas), must be provided with a minimum 1 /4 inch per foot of slope for drainage, see U.B.C. Section 1506. 6. Show the location of all smoke detectors required by U.B.C. Section 310.9. No further comments at this time. ACTIVITY NUMBER D01 -181 DATE: 06 -08 -01 PROJECT NAME: PHOENIX RESIDENCE ADDITION SITE ADDRESS: 13317 35 AV S SUITE NO: X 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: c TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: C APPROVALS OR CORRECTIONS: (ten days) Approved ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved WUUUI[ Xx vri PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: r Planning Division Permit Coordinator DUE DATE: 06 -12 -01 Not Applicable r No further Review Required DATE: G/l? /n Approved with Conditions Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) DUE DATE 07 -14)-01 DUE DATE DATE: ACTIVITY NUMBER D01 -181 DATE: 06 -08 -01 PROJECT NAME: PHOENIX RESIDENCE ADDITION SITE ADDRESS: 13317 35 AV S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision # AFTER Permit Is Issued C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved n TARO%AI K Sm Incomplete Ei o.92_ APPROVALS OR CORRECTIONS: (ten days) Planning Division Permit Coordinator DUE DATE: 06 -12 -01 Not Applicable LI Comments: Structural Review Required No further Review Required DATE: h - 11 ' CJ AMOY DUE DATE 07 -15 -01 Approved with Conditions ri Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -181 DATE: 06 -08 -01 PROJECT NAME: PHOENIX RESIDENCE ADDITION SITE ADDRESS: 13317 35 AV S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued ANEW DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: CORRECTION DETERMINATION: Approved 11 TRR{1UIF DOC yYl L rcLi++�.r Fire Prevention Structural Incomplete C TUES/THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS:____ APPROVALS OR CORRECTIONS: (ten days) Approved r Approved Conditions REVIEWER'S INITIALS: n ri REVIEWER'S INITIALS: Planning Division Permit Coordinator n C DUE DATE: 06-12-01 Not Applicable l__.. No further Review Required ri DATE: 0 to '4/ X 10 DUE DATE 07 -10-01 Not Approved (attach comments) Fi DATE: DUE DATE Approved with Conditions f f Not Approved (attach comments) DATE: August 14, 2002 Janusz Mydlarczyk 104 NE 50th Seattle, WA 98105 RE: Permit Application No. 001 -181 13317 35th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next/final inspection. This inspection Is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 daps. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 8, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, . s re at.-ot.., Stefania Spencer Permit Technician Xc: Permit File No. 001 -181 Bob Benedicto, Building Official C1Iy of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 r 4 fi �Cotn Qn Date. Stiff I i tia :l ((;)c-___) i 'c /_.' JJ, 1.► ••• qt: I Balance Due: $ `-/() Need Current Contractor Registration Card: Need to Enter Contractor Information in Sierra: ❑ Yes ❑ No ❑ Yes ❑ No N X 31 /110010 ON No, 100ow to ,. pt . Page 1 Computer : COUNTER 36 King County Department of Assessments Parcel 735860 - 0180 Parcel Geo Area : Res Area : 024 -004 -0 Spec Area : Q -S -T -R : NW -15 -23-4 Folio : 20650 Type : R Resp : R Levy : 2413 Block : 3 Lot : 21 Property Address : 13317 35TH AV S TUKWILA 98168 Legal Desc : ROBBINS ORCHARD ADD TO RIVERTON TaxPayer Accounts Land HBUTf Vacant : Single Family Present Use : Single Family(Res Use /Zone) Percent Unused : 0 Zoning Date : 09/03/1996 Sewer System : Public Corner Lot : No Base Land Val : 33,000 Tax Year : 1999 Parking : HBU As Improved : Present Use Traffic Volume : 0 Current Zoning : LDR Water System : Water District Lot SqFt : 6,000 Restrictive Size /Shape : No Land Val Date : 12/18/1997 Road Access : Public Street Surface : Paved 01/29/2001 13317 35TH AV S TUKWILA,WA 98168 •En .a.. pta.a 0i 1]6TH sr _1 i' till 1 'R 3EATAC f ` .I I .ora s J Pm« AFi I E S144THST I i• c R ST 1 1 VENTILATION Ismom s nos e it uossma; L a i .n.4 f, \.... � \ ll�.�s 6 I pp I , il.wow'. •�arR a.,=a >I� ? i ' 7� \ ` � '� 3'�:: sr 1 1 h r.. . ,0isl.tTttsr r b � Ij -\ I . 1. t I Y _ 1.4.---4,zi, L,..,. ,,... - i , , „4 K i , TJKWIL.� �, •I iS TliM St = F ,'i� - su a — - -i1 ' Thorndyke ' ttr t / xI � i; . A (U ; . S 'S'A \�u a ',([f li ng � s AaM al : i v..Ea I 01.V SEA - TAC t. \— et toss a s n 't P Y r '7�i I ar GENERAL NOTES 1110111104 1 {OrR WNW s i: :r : :I I _ i.!, Ail t. i . �j ! i LOCATION MAP \` I S insia .Ift10R I ' snaosr ! II JJX _- J._ -- - 1 VERIFY ALL EXISTING CONDITIONS ON SITE , NOTIFY DESIGNER OF CON- FLICTS. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. OWNER SHALL BEE NAMED AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. 1/ CONCRETE: 5 SACK MIX. 2500 PSI ( 844 PSI WORKING STRENGTH) 2/ R BARS : GRADE 40 FS = 16,000 PSI 3/ 1/2” X 10" ANCHOR BOLTS AREQ @ 6' -0" O.C. MAX SPACING M2 PER PLAX 1' FROM EACH EDGE, EMBEDDD 7" INTO THE CONCRETE 4/ ASSUMED SOIL BEARING CAPACITY (R)= 2000P.S.F 5/ REBAR COVER (MIN) BOTTOM OF FOOTING 3" CLEAR TOP OF FOOTING 1 1/2" CLEAR 6/ CHECK ALL BOLTS, REBARS AND OTHER PARTS BEFORE POURING CONCRETE 7/ BEAMS AND HEADERS TO BE DOUG -FIR 8/ STUDS TO BE HEM -FIR STD GRADE 9 /JOISTS, 11 7/8' TJI 10/ ALL FLOORS SHALL BEE JOIN WITH 48" SIMPSON'S METAL STRAPS 11/ ALL NEW WALLS SHALL BE CONSTRUCT BY 2X6 STUDS @ 16" O.C. TYP. WITH R -19 INSULA- TION 12/ ALL SUBFLOORS SHALL BEE GLUE & NAIL (SEE NAILING SCHEDULE )-1o) 13/ PROVIDE ALL REQUIRED BLOCKING, METAL TIES AND /OR BACKING WHETHER SHOWN OR NOT MECHANICAL, ELECTRICAL, PLUMBING - SEPARATE PERMITS INSTALL EXHAUST VENTILATION AS FOLLOWS: KITCHEN FAN 100 CFM EACH BATHROOM 50 CFM LAUNDRY FAN 50 CFM ALL FAN DUCTS MUST BEE MIN 4" SMOKE DETECTORS te _ :j i ,- Jr f s 1TH T / em%T :'; , f �r d ;I J1. U SaEMa � K i II � u lw � ,as xi.Issr M c t ckt•n 71ci{; nort . m I �; I , I .I : j BOW LAKE -1111 :out I 1 I INSTALL IN EACH BEDROOM AND IN THE OTHER AREAS SPECIFIED BY CODE .✓ � ►, �� Il ks top an se 1111 E ld moo ss BLVD LIST OF DRAWINGS : A -0 GENERUL NOTES, LOCATION MAP, ZONING ANALYSIS, LIST OF DRAWINGS A -1 SITE PLAN A -2 SOLD ELEVATION A -3 NORTH. EAST & WEST ELEVATION A -4 FOUNDATION, FIRST FLOOR FRAMING A -5 FIRST AND SECOND FLOOR PLAN ROOF FRA ENG PLAN * scc"(' F1.°° A -7 BUILDING SECTION A -A A -8 BUILDING SECTION B -B A -9 BUILDING SECTION C -C 2.00E PLAN A -10 NAILING, WINDOWS, DOORS, FINISH SCHEDULE , FRA1'l►NG AND STAIRS DETAILS A — 11 .5E15 r i lc 4-loL,DowN5 LEGAL DESCREPTION 21 BLOCK ROBBINS ORCHARD ADD TO RIVERTON FRA ,1.t a- 1 understand thst the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any . adopted code or or - JI^ance. Receipt of con- ' tractor's copy of a - wed plans acknowledged. By Date Permit No. -12 ` _16 I SEPARATE PERI4iIT I< UIRED FOR: GHANICAL (_ = `. ECTRIt>;.-_�L I - UMEI �'G AS PIPING COVERT FIRST FLOOR OF EXISTING HOUSE TO LIVING ROOM, DINING ROOM, KITCHEN, NEW • ,U1L VISI ENTRY, LAUNDRY, GUEST ROOM, BATH, ADD NEW ENTRY PORCH AND TERRACE, ADD 2ND 11ILC!N G D DIVISIOO N FLOOR OF 4 BEDROOMS, 2 BATH AND ROOF ACCESS. TAX PARCEL NO. 735860- 0180 -02 PROJECT DESCRIPTION ZONING ANALYSIS ZONE: SF 5000 LOT SIZE: 50' X 120' = 6000 SF FIRE ZONE: N/A TYPE OF CONSTRUCTION V -N LOT COVERAGE REQUIRED EXISTING PROPOSED 35% MAX 15.33% 24.41% YARDS: FRONT SIDE N SIDES BACK HEIGHT LIMIT: REQUIRED EXISTING 20' 5 5' 25' REQUIRE') 30' 58' 17' 5' 28'4" PROPOSED 37'8" 13'6" N /CH N /CH PROPOSED 30' SQUARE FOOTAGE: DWELLING COVERED DECK UNCOVERED DECKS EXISTING 920SF NONE 40SF PROPOSED 2347SF 55SF 13 I 1 SF GLAZING TO FLOOR RATIO: 2347SF/303.03SF =13% IONS �EViS z M ,©E T ©„ t` 'Re A ��s �,;; .1�. • GARAGE NONE 400SF CORRECT t bc* 18t E�EIVED I QF TUKWI AUG.4 7 2001 PERNHT GENTER S REVISIONS Drawn 3 Job Sheet Date 6513c'10 BY OA X MI M1Mt?t0 ON NO. MOON cii p1NNT • 1 —01 &>., u�lt�i�1 DRIVEWAY 11 0 ICAO 5 0/ 2#' q'' 6o y MoD t l'aTt1JG Q E w / TO R BMAJ PARCEL NUMBER 735860 - 0180 -02 35TH a� t . u o H * i ts Z s i o , PROPERTY LINES LEGAL DESCRIPTION 21 BLOCK ROBBINS ORCHARD ADD TO RIVERTON AVE C I co J m I ' cr. "' iv-11 e W N ;" J j » p� o +.; �� F lo $ N h o o �c j; � :f w 0o oo o° •i °0 O v N W N f N -. - 1 I Jo S (DONALOSON ST) 4 ti m cn , W � b, �►. i , % !o ° o ` _I\ 1 ZS l 9f 50 34TH AVE >9 so c� too 87.34 /c1ARK sr) mot 64.1 LOCATION MAP no scale !!i ADO 112.92 M S 30 w f -4, co I ; m t 40 'I '8" 4 keiLLA 713i903 Z t 0 N 74% o ; r o ; ° %C s ! ' ' C7%! } • 1 1- i -► 1 -- 1i ExISTitvG- � \, - TR SSS � - i � "Co Rettuk%w SITE PLAN SCALE 1/8" m. 1' WAISit rat t Y 51.44U, BE PAMO FOR.. aMIN OtsTRIJCe of 2 Pr FeI,M Tr+E eme of 6xtbt go*D PPU6MENT • 5LvPE SElpt4.. 6F R MAx. pig is % - 11t. 4) I h14 R.AL111 •tAl t. B� R MIpIMKM OF 5 FT• r7 These plans have been reviewed by the u011ie Works Department for conformance with current City standards. Acceptance is abject to n and omissions which do not authorise of adopted standards or ovdl>aancus. The dimit for the adequacy of the design rats teedly with the designer. Additions, ddetioni or re,bkma a NW 'drawings after this date will void thb aceeptanaa. and will require a resubmitni of railed *swims for subsequent appro aL Final acceptance is subject to field inspaction by the Public Works utilities inspector. Date: $y: RECEIVED 1 1 REVISIONS t BY Scale CITY OF TUKWILA j Job JUN 0 8 2001 PERMIT CENTER Date 05/30/01 Drawn - 3 . Ty, Sheet acs Of Sheets REVISIONS BY ■ PHOENIX RESIDENCE PHOENIX ZONE INC ARCII CONS'T'RUCTION ADDITION 14028 1471'11 PL SE JANUS% NIY1)I,:Utc 11: RENTON, WA 98059 104 NE 50'1'11 13317 35TH AV S TUKWILA,`VA 98168 SEA'T'TLE WA 98105 Date Scale Drawn Job Sheet ..2 Of Sheets Ex LSTt �G- Roos eevEL Il(P1YL SI�tt. c - 'F' I l 1 2ND r;LOOR w FLOOR &RADE• 1 ■ DOWN SPou' v Sr ti v S CO, ROOF NiSKED t "IOU fiat pOW4 �i�X 3'6' t 6 Y12vEN75 L?1 poop Ft 1•3 'SHED R)BBER PAtt rt OR AK. 6 Go w,►.3 ---� SOUTH ELEVATION SCALE 1/4 " =1'0" 5T ;cCO GhY RECEIVE() 'ITV OF TUKWILA AUG 1 7 2001 PERMIT CENTER • 4 6 RMvIS ION S BY PIIOENIX RESIDENCE PHOENIX ZONE i:vc ARCH CONSTRUCTION ADDITION 14028 147111 PL SE ,JANUSZ n1Y1)LARt /,VK 104 N14', 50'!'11 13317 35TH AV S TUKWILA,WA 98168 RENTON, WA 98059 STAI' l LE WA 98105 Date Scale Drawn Job Sheet IIII� Of Sheets • txr GRAbM Roof 2ND PLOta (ST FLoot rmoWN POu' N tAStA ► { �8' lrtPSO V r Mtl f (w (JP v 'RAtLI WEST ELEVATION SCALE 1/4 =1'0" f,R AOt4-4 DOL.! N 7 ;,-TJC i i S 'c2 'J ( Poo t= S1ucC 2ND FLOOR STT =k)' _t , -4 METAL 1 `,TR44 -4- 463.. S I M P so,- I - } r-ETA.t- 4TH os U° DCiL S TuPS � f • 5f_ = _ M STAr q, 5 I re, t% t.% METAL. STRAPS DPI. S7uDb M STA r 4[g''SIn,Psotr4 rv CTAL 611ZAPS I e Dt3L, S?vDS MN? t •"t 'T I d r r 1 Z*JD t fZ ISTtt GApG is tioo2 EAST ELEVATION SCALE 1/4 " =1'0" cR NORTH ELEVATION SCALE 1/4 " =1'0" Ex16TIoa 7 ,oe 0V Cf2 FLT RECEIVED "ITV of TUKWII A AUG 1 7 2001 PERMIT CENTER • 8X8X16 CONCRETE N_oc.Ks • FOUNDATION WALL E'4 14 1 GA■Kr- LAP 2950 Cb 2.O€ SEA wk 24 X OS MINIM ON NO 1000N OtYNMINT • SE MASOr.+ HOL131> !i P7.T 2,e g �fo,sj �' ~ N = ►' 4'O o " L Ex t sttu i x 6 �F l l -+ ▪ J � 1 . ' I 1JE1 /�Y 6X gEsa p+11 4 1 i i I ��-h 6" N t OP Ftq ( ; ;I -,- 410111PrAillink r {' T N 5,~,n/ __ , ..�,.., 1 t. i l . - .. .a 4 X 49 =-.� _ -.6 - -_i_;___:_. : t f 1 ( 2x 6 :OtS. S +M ER 1 Ka-L v6 I "I SF1,0oR, I ( Doc. t . ' 3. T I I 1 simosco 6L.0 5D UGLS.D 6Im GLE35D 1ri ANCHo ?5o t..'c ( G' 1 ,pPA ►N . 7 f2 e Bkte. GRAVEL d j 'Ex lSi �x tx$PSe .._ !11 .�vOt1 13L.00KING B ArA -416 P©si FT" FIRST FLOOR FRAMING PLAN SCALE 1/4"=1'0" O � N DETAIL DBL, Ree, 8X8X16 CONCRETE BLOGKS FOUNDATION WALL DRA I IJ • ..� .'..I RAVEL t ,f I F L NEW $ F WALL! Wt7H I 1'OOTIN . DOHSI f A o P4 x% "t2514A-rz cti 6 eo$) GQ Q6 • T it TIE 4 0 SL." , A-3'6" EXPANSION ZOINgo 1 L. iDG-s; SL © PEI NfoRCSD Ca/6425M ;LA a SLOPED (13 Ve tlJ. PER PT. To FRO•rr Ott SARA -6 (Ohl CQETE- 12ATGO OLS1UR,& ;eR►Ee COMpAc ED GR AVEL NEW I FOwWhT%ON WALE 4 FOO'CLNG GARAGE' 5LABIFOuNrys710N WALL 10 I FOUNDATION DETAILS NO SCALE ,•x 2'2��CONC T FOUNDATION PLAN • SCALE 1/4 " =1'0" f � • 1 � y s EXISTING Sx8 1 xt6 4 1 1 CONCRETE 0$ oc 6 V41T14 S.GQNcQ6rt` ;OOTt J 1; 7 i EYISTt NG F IQ DATi:C i WAL4. _ - - - gxe,x CONC. 1 LOCKS t..) CT 1.4 f?OTI 444 Tye` ft. SY Vtt Pt 140%4 IZMIAik40 T wAl.4 I : r.1 t 4 vtortod.t$tAek p1, l i • 11 FiCVNZATIO4 efft> 'I II • art ti • A1tew. CIZAwi--seACE FotORATI KAU. L�'Ft:Q ?4 .. OOL►� Co Al (SEE PelAt Ls A- II) • . RECEIVED ` CITY OF TUK W l ;; . AUG 1 ? 2001 R PERMIT CENTER o. t..-..;.i - ,. ''' , 6A4. „ . .. - - - ,.. . )1 ( T t . Date/ QS/30l0 Scale Drawn "3. m Job REVISIONS Sy l w 4 00 Gzi ` 00 Z W Cip 0 w P4 C"' a 0 Q i W in c n M It - ^ M M yr . Sheet REVISIONS BY PTTOFNIX RF.SIDFNCF ARCH CONSTRUCTION • ADDITION • PITOENIX ZONE INC JANUUS% NIVI)LARc'/xK ._ 14028 147th PL SF. 104 NIA; 501'11 13317 35TH AV S TUKWILA,WA 98168 ItLtiT'ON, WA 98059 srNr'rl,E WA 98105 Date Scale Drawn Job Sheet A-5 Of Sheets . e (sti EST ROOQA; BATHROOM ZK�F° (G'OG ut,,$)f i2 012,L � -:o4T tip GA ttot.DowN . LIVLNG ROOM 41D eA H obou DINNLNG ROOM ENTRY Et rtflY PORCH 0 5 • CLOSET s •oI : 3LO BATHROOM yr • 3 CO ' TIN UtNCs• aZH�l.IN6 i 0• : W ti 3 1j '— - 4, 5' 0 1L re (;.1 t'6 3 �" 2 5 SIMPSON PA St +104.0 Dojo VS 8D` � 6104 R,41LIN ZYP, FIRST FLOOR PLAN SCALE 1 /4 " =1'0" a'ro' /y y A HD C.A \ C- MOLD 9owN I v 8A H ot.row t.1 0 3‘6" 0 9/ 26" 5'D' M 5D � Lt BATH-RO - 2 Ok 2g'o' 10' 0" 3' P 3' I tr O 2 6 � V 3'9 " BR4 5'0' . 'i G " O' ' lo'g" EX TO is E t<< 0.C.T4P. / 1,'FG' STvDS e lO i y • SECOND FLOOR PLAN SCALE 1/4 =1'0" E MMOtC E DE./ RECEIVEU e'.ITY OF TUKWIt A AUG 1 7 2001 PERMIT CENThk R \ - - - .■. J --- _ .- •■ - - - • - - - - Ilin - T 12 ..- i t ,1 f fj 1 I • +I I 1 I • 14 X a •LWyv qy WI. .pppl CttMrRi T. T I m G . 9 • i k 4. • SOLID BLOCKING f 1 8r a /4' POSTS A Q , e9 �1l 4 ' X12" DF BEAM 4 "X8" OF BEAM OPEN 4, P057 SECOND FLOOR FRAMING SCALE 1/4 " =1'0" ,4 'X (2' DRr M ti I if • 7r DD I- Lg i tea' 1 6'6' PENTHOUSE FRAMING PLAN SCALE 1/4 " =1'0" V i ' JI 4.. f I � I . 1 ' 1 i1 N P) Li n 1 1I r: 11; 00 16 " +O' CK 114 A LL t 1 LOLC.t NC' 1 1. - I pWALL 11 11 . } OPEN :6 -OC t=I NG Ca wALL DETAILS P Co • ROOF FRAMING PLAN SCALE 1/4 " =1'0" 'NNIG=tJESS OF PLYWOOD ACIU 1JG (31.00 tiQ1JALS w 1 Dry ot> - or FLA NG-E I -Jo IS771 g'TA L I.401Sr HANGER PESIENED TD SUPPORT 601 LA7EP.A LL1( SCA rr D I47OF V > r, GNOW LEVLL CRcse TH6 4200F RECEIVED ^ 'Ty OF TUK WII. i; AUG 1 7 1001 PERMIT CENTER REVISIONS BY Date 0/; Scale Drawn - a .r() Job Sheet 01 • a• X H PINNIVo ON N0. 100011 ct.w INT • 2X12 BCI JOSTS TYP. @16 "0.C. t VINYL SlpmN• oW zPLo trIPSoi■ M RA PS 48" C tY'H OCi'. STuP 1/2" ANCHOR BOLT MIN 7" EMBODED EXISTING 8X8X16 CONCRETE BLOKS FOUNDATION WALL GRAVEL d DRAIN` r Z.x6 ST0DS TY? 6 tG'O.C. 3/4" T&G PLWD TYP. /- '3/e4 PL4k1 f `= LJt4 l L 6 "X8" HEADER 1/2" (DRYWALL T.2e4 T eD 4tr'TC � 3 /4 ( 7Lw o BRIDGE 5/8" DRYWALL 5/8" DRYWALL S PACeR OR 2 ) ( 6 4 - rUD T'o •F•OT }2 -(4 INSuL'rno / �`X�6Tft 2 x4 STups 3/4" T&G SUBFLOOR PLWD TYP. i f /Q) 4 PoCT Dam 2x4 't - Tti - 7 C (NSu(ATlDIJ yzD2'rut'LL 130,) .z c4 STu P 5 e t6 O. C .'rYP OLID BLOCKING .\ 6 "X8" HEADER 1 liM M r ft F V..:= SOLID BLOCKING NEW 6 "X8" BEAM 6 BRIDGE i -Loofa SOts`t D9L 30151 � A olikT1TIi►iETl t'�tI or �� w. __ .w _. lMmirwiriths ' . - �LX F E CXt STl9c\ Co ).6 -4x4 PosV 7 P 4 "X12" DF l 6 "X8" HEADER /sos FbST "ref. Ij R LX4 fJ R -30 INSULATION DO1i' � � 1 1/8" PLWD TYP. ON TREADS d t x,4 5+ Ste, tJc €: /L l At•ial,oe 6' 0C ZKS 1/2" DRYWALL —� gx�K G SL OCK z Io V: I A�b a • A'i , a 2X12 LANDING JOISTS 2 FLOOR JOtsT 4 "CONCRETE SLAB 1/2" ANCHOR BOLT MIN 7" EMBODED .CONCRETE 8" FOUNDATION WALL WITH 15" FOOTING GRAVEL & DRAIN K LAc • Z xj SECTION A -A SCALE 1/2 " =1'O" Lx( s ?coos - rrP E t6`o.C. / -.YcNr @16 "0.C. 2X12 BCI JOSTS TYP. • C RECEIVED •ITV OF TUKWILA AUG 1 7 2001 PERMIT CENTER REVISIONS Date Scale U 4 W BY Drawn Job Sheet Of Sheets REVISIONS BY 1 PHOENIX RESIDENCE PHOENLX ZONE INC ARCH CONSTRUCTION ADDITION 14028 147th PL SE JANUSZ ∎1VDI AR(' /.VK R.ENTON, `VA 98059 104 NE 507'11 13317 35111 AV S TUKWILA,WA 98168 ST:1'1 °t'1.1:, WA 98105 • Date Scale Drawn Job Sheet A.8 Of Sheets . 1 1 CC16 "O.C. otJ OR oe6 V,EL/GL VINYL S tDtNG otJ Ya` PL.WD, oR 5D5 t1$`G imp SoN META L ST¢tP WITµ Dom- S[ D 2X12 BCI JOSTS TYP. LZ 8" FOUNDATION WALL WITH 15" FOOTING GRAVEL & DRAIN bc6 CAP 2x6 / 2 � f 6 2E44D ' nj r \ LX6 PA 5/8° DRYWALL 6 "X8" HEADER 1/2" DRYWALL DBL PLATE , 5/8" DRYWALL 1/2" DRYWALL ►NSOw j .)Q`(WALL 0 2L 3/4" T&G PLWD TYP. wlTH 30LBS.FELT f R -36 INSULATION 3/4" T &G PLWD TYP. 3/4" T &G PLWD TYP. ("-L E - N:II._ 2 "X8" HF JOISTS e 24" O.C. - rYR D51- PLATE 1 DBL PLATE .L x4 --w7 I ' r 1 2,c4 6 "X8" H ZKA DBL PLA �'i 1* E'= 4. I ~ 1 Pa INSu(A - ClOtJ 4 "X12" DF BEAM .2' 12' cirA ,R 5TR INGe -R —1/2" DRYWALL' 11 c6 DC3L PL' Te 2x6 to P -, •„... - • f • , �� r. / / I 4 "CONCRETE SLAB - Erl2RVEL M1 / ` / ■ -� PLOPEb TO FRONT i4 e r '84 PER 1 '� a • ive,02 T•tP /Lxa c.4P If DE5L 2 )< 6 TREADED a - -- ?, - 2'rK NF'OISTS � 8" FOUNDATION WALL WITH 15" FOOTING 4 RE€Aiz Z S i 1 111 GRAVEL & DRAIN b Doi 2,4 tZ g .JPPorer eL�vp,T1ord sT cco � ZKB GIP Lb+ Zee t3 EVet- VftJyL •rpttJG- rr N '/ PLC..) 02 09 Z K'8 . X10 2 - L 2. 'ZK 84 'Fr l3 ER GLASS Gp LuM• - TYP, .•�tNISH TORCH C3Y c.E ve,r4 M t c 'TtL s OYER � T otG C� W b )- Le nne Tscao■ROs DBL 2x6 ItEADeD 6eAg 8" FOUNDATION WALL GRAVEL & DRAIN SECTION B -B SCALE 1/ " =1'0" Zx6 WITH 15" FOOTING RECENEU ' ITV OF TUKW r AUG 17 ?OO1 PERMIT CENTER REVISIONS BY PHOENIX RESIDENCE PHOENIX ZONE INC ARCH CONSTRUCTION ADDITION 14028 147t11 PL SE RENTON, WA 98059 JANIISZ NIVI)I. 1t('ZYK • 13317 35TH AV S TUKWILA,WA 98168 104 NE 50'1 1'11 • SEA'i'7 LE, WA 98105 Date Scale Drawn Job Sheet ,A— it 01 Sheets 3A X 10 I MRIO ON NO. 10004 CLIARPRIXT • 0 -re 461.5 BeA 56AT 1 s • se • L(o t*tL At./ 2' tPtcct= i i PtuE 5%1' S 4-lD A CONNECTION OF Nt`LTIPLE PLl BEAM LOUtyIANn- PAcIFtGs 606 -Lf+r1 L/L 295D F62.0r ate L owc¢b"?E - t•.(PLcAL 1-4GL6 I N Lj`i-AX L L•t4 T t o lJ WALL HOLDOWNS INSTALATION GARAGE BEAM HOLDOWN INSTALATION F OR L- OCAT(Oro NEW WALLS e "4 4'TAAe ( GWtlo►�l EAST ELEVATION SHEAR WALL HOLDOWN EXISTING FOUNDATION EX•tSTI ZC DATCON � COtMceETC bLocKS • rn PA 51 HOLDoPQN YOJ►.tD' - t ON 6 t ;I S t a t<. s • 1 'Al Kt J 4`1 CD OCQCTe coA7 44 REE AR MsrA 4 $ S ( MPSctJ sT Zd.P Wt..) t /�� FbA/o. SHEAR WALL 8d /c2 PIN- 2 x 6 5'TVD4 - e RO lDCNJ L 7c.ATto j NAIL. To ?i4 51 N c LDoW tJ STPAP • u Et,..) 2 x 6 pLk A NA-ML TO ►.1E• %° 4 c x(S FLoor2 PA 5( GI ?SON STRAP - CoV512 W /TAR - 5ATuRATeD FAB214. Nip 4 s (va.L2- . VkQT •►D u -T. $442 4 tfcok: PA 5{ l-tDLE. ►E{&U 04 IN EY1 'T citiu WALL, GOA1 L . • 7{G L M COAT CLEW EXIST WALL S / 4=AK,E svffoeE Pou LNG• Gv 1JC . 4 R6aR 6 M'N 40 told r.uN44 ?C) i AitON 4 tN 6" WEST SHEARWALL r a•• , 1 • /A SILL PLATt - - tLc'OQ 7 v1Sl p L.4 ► C f---- NEW 2 x 6 C." 0.0 '/2- D L? Y ' LL •ft u- $Y ? xy ti cEt[S A & I 6124.1cIrerD OR 6►aLA2&& •t ot.b - To / fcT coNcAzerie IrXIST •.cT -- 151 `3" GMU ' BAR C7 ;/L ✓ 00 I2.. DOHS'i PROPOSED SEISMIC HOLDOWNS r S Pi s, ` RECEIVE!) '%ITV OF TUK W I I r AUG 1 7 2001 PERMIT CENTER 4 5'142' 0 N 0I Tt Le5 II r ` U ,fir f (' s ,Go4cQE'1'E $ POuNAP:110N WALL W►ZH 15" FOOTING 2x\ INSOTED WALL. l6 O.c :t'(7 19 i9 s Y; HEMNE§ 1) q" G - ARAGE CON CRETE StAZ, SLOPE P O l 4 ��. , i, �RUQ0,QR'0AINT FtNtSFk fln ti R -L9 STAIRS d (216E 10" (ZUN w7;/7 1NTE2: vi" 1.4... I �t K ttempe to TJEW 8 CoeJcQL�TE FOu N DATI O N WAU- / wIib- 15" ioo�lt EXISTLNC 2x2 CONCRETE PAD M�'I �W �L�' U�t 1 %u'� �' , . ,yZx / C\ # 1 l � x i 2 3p'Lr#l> TJL 70t5 I ✓ ?L`(6.300.0 C.T \ C t6 OYP J // O 0 0 9 16 C..- P t 70[ 6YE12 So ia.0 COR 2(S tsT3 L Z4' O.c C 1 . 4x6 Searn R - 34 tJ9) ATICtth ' • SCALE 14 " °1 IVsN SECTION C -C 9 aMER■OQ, FI Nt5H VINYL SIDING - t vfr3 1 STJD wAU.. (2 iGnoc t I NTERIOR H NtSK 72 OWCWALA-- GxLz }{Ee.DcR GRADE r pouN .DA7 GRAVEL DRAIN RECEIVED -.ITV OF TUKWILA AUG 172001 PERMIT CENTER REVISIONS 7 4 C • W W I 4 x • N Scale Job z A o 4 Q 0 Date ©5/3o Drawn "].tn Sheet A-9 RY 0 BOOR SCHEDULE \NINDOWS SCHEDULE ! SIZE INISH 'ENTRY ■TAIN 6 PANEL •AINT FIRE RATE MIN 20" 1 5' 0" X 6' 8" 2 3' 0" X 6' 8" 32'6"X 6' 8" 6 PANEL •AINT 4 "X6'8" 1 3 X3.5 _ _ •AINT DOUBLE HUNG SLD 5 "X6'8" 6PANEL PANEL "AINT 14 6 8' 0" X 6' 8" SLIDING PATIO •AINT 7 5' 0 "X 6' 8" ;FRENCH PAINT 17.5 82'6 "X6'8" 16 PANEL AINT 9 2' 6" X 6' 8" 6 PANEL PAINT DOUBLE HUNG 10 2' 6" X 6' 8" 6 PANEL ?AINT 0.46 f 112'6 "X6'8" '6 PANEL ,PAINT 5 4.0 X 3.5 122' 6" X 6 8" ;6 PANEL PAINT 13 2' 6" X 6' 8" 6 PANEL PAINT 6.44) 142' 6" X 6' 8" 6 PANEL PAINT PICTURE 1516' 0" X T 0" GARAGE PAINT M RIM )NT /EXT FINISH 1 ROOM_ 2 PORCH & TARRACE CERAMIC TI 3 LIVING !CARPET 4 DINING PERGO 5 KITCH JCERAYIC TILES 6 BATH 1 2 & 3 CERAMIC TI _ES 7 STAIR -- � CARPETNYC O D 8 BEDROOM 1, 2, 3. & 4 CARPET _ 9 GARAGE !CONCRETE 10 LAUNDRY ;CERAMIC TILES 11 ELEVATION N_S &W 12 ELEVATION E, STUCCO 13 OVERHANGS SSTUCCO PA poc CO" X 6■ S GAUD tNG ARK ROOF ALL - SHEETING ALL- INTERIOR EILING 7/16" OSB OPTIONAL FLOOR L VALL L1=8 iSTUCCO S AINT AINT AINT AINT ANT PAINT ER TILES & PNT 1 AINT 'PAINT PAINT PAINT B EVEL VINYL MATERIAL AND NAILING SCEDULE 53.213 AINT AINT AINT AINT PAINT oT� L. 303.03 SP MATERIAL AND NAILING SCEDULE ATERIAL NAILING EDGE MAILING FIELD /4" T &G CDX _ 8D@6 " 8D©12" 1/2" CDX' 8D @6" 8D @12" 1/2" GWB 5D @ "-- _ 5D @7" /8" GWB 5D @7" 5D @7^ ANCHOR BOLTS °LATE NAILING 1/2"@48" 16D @16" DBL. 2X12 2X12 5Tai /4" TTG SUBFLOOR PLWD TYP. 10 D 5? 1 1 1 1 1 JOISTS OU MUx1LL _L-To WALL .. - EKTERt02 F.1.1■444 • STuD w!►LL. 11/8" PLWD TYP. ON TREADS keiLING - ►� S�V!] W%1L 301S x- -Rtoa WALL -l- To WALL CARPET DAL 2'x 12' STAR STRI•GC -2 t2y ONE. ee-A SIDE oc- 9 ONE MI DOLE "l'YP. ►NTEgtOR 1 =, Si LL - - PINtSt4 'Su E3► -LoQR _ _.RIM .IaST, /Yl1t 12 l O L l 2" X tZ 7015 &et& © - C • 2::)( CF. WALL T`cP. 1/2" DRYWALL' �.•�_ "'ail OR ]C ►sTi�" _J0 ISIS ON MUDSILL �I - ro w&u. i► RI •_4 wA t..4 5L Odot) 6. et 1144 .Jo/ sr* FIRST Co/ ■44 i DETAILS RECEIVE() ITV (F TUKWIIA AUG 1 7 7001 PERMIT CENTER REVISIONS U z z 0 O H Job Date 0 / Scale Dawn .2 , 1y) BY Street .... A-10 \NINDOWS SCHEDULE ! I I SYM SIZE 'MODEL GLAZING AREA _ 10.5 VALUE 1 3 X3.5 _ _ DOUBLE HUNG SLD x' X 0.461 0.4 .83 4 4 .83 14 2 4.0 X 3.5 +HORIZONTAL 3 5.0 X 3.5 HORIZONTAL SLD 17.5 X 0.46' _ 8.05 4 3.0 X 3.5 DOUBLE HUNG 10.5 7 0.46 f 4.83' 5 4.0 X 3.5 HORIZONTAL SLD , 14 0.46 6.44) 64.0 X 3.5 PICTURE 14 0.46 6.44 7'4.0 X 3.5 PICTURE 14 0.46 6.44 8 3.0 X 3.5 DOUBLE HUNG 10.5 0.46 4.8'-I 9 5.0 X 3.5 HORIZONTAL SLD 17.5 0.46. 8.05 10!5.0 X 3.5 HORIZONTAL SLD 17.5 0.46 8.05 11 5.0 X 3.5 HORIZONTAL SLD 17.5 0.46 8.05 125.0 X 3.5 HORIZONTAL SLD 17.5 0.46 8.05 133.5 X 4.5 PICTURE 15.75 0.46 7.2451 14 '3.5 X 2 ROUND PICTURE 6.5 0.46 r 2.99 15 5.0 X 3.5 HORIZONTAL SLD 17.5 0.46 8.05 165.0 X 3.5 HORIZONTAL SLD 17.51 0.46! 8105 1715.0 X 3.5 HORIZONTAL SLD 17. 0.46 ' 8.05 - •ter, 249.75 5P - r oT/rL 114.885 M RIM )NT /EXT FINISH 1 ROOM_ 2 PORCH & TARRACE CERAMIC TI 3 LIVING !CARPET 4 DINING PERGO 5 KITCH JCERAYIC TILES 6 BATH 1 2 & 3 CERAMIC TI _ES 7 STAIR -- � CARPETNYC O D 8 BEDROOM 1, 2, 3. & 4 CARPET _ 9 GARAGE !CONCRETE 10 LAUNDRY ;CERAMIC TILES 11 ELEVATION N_S &W 12 ELEVATION E, STUCCO 13 OVERHANGS SSTUCCO PA poc CO" X 6■ S GAUD tNG ARK ROOF ALL - SHEETING ALL- INTERIOR EILING 7/16" OSB OPTIONAL FLOOR L VALL L1=8 iSTUCCO S AINT AINT AINT AINT ANT PAINT ER TILES & PNT 1 AINT 'PAINT PAINT PAINT B EVEL VINYL MATERIAL AND NAILING SCEDULE 53.213 AINT AINT AINT AINT PAINT oT� L. 303.03 SP MATERIAL AND NAILING SCEDULE ATERIAL NAILING EDGE MAILING FIELD /4" T &G CDX _ 8D@6 " 8D©12" 1/2" CDX' 8D @6" 8D @12" 1/2" GWB 5D @ "-- _ 5D @7" /8" GWB 5D @7" 5D @7^ ANCHOR BOLTS °LATE NAILING 1/2"@48" 16D @16" DBL. 2X12 2X12 5Tai /4" TTG SUBFLOOR PLWD TYP. 10 D 5? 1 1 1 1 1 JOISTS OU MUx1LL _L-To WALL .. - EKTERt02 F.1.1■444 • STuD w!►LL. 11/8" PLWD TYP. ON TREADS keiLING - ►� S�V!] W%1L 301S x- -Rtoa WALL -l- To WALL CARPET DAL 2'x 12' STAR STRI•GC -2 t2y ONE. ee-A SIDE oc- 9 ONE MI DOLE "l'YP. ►NTEgtOR 1 =, Si LL - - PINtSt4 'Su E3► -LoQR _ _.RIM .IaST, /Yl1t 12 l O L l 2" X tZ 7015 &et& © - C • 2::)( CF. WALL T`cP. 1/2" DRYWALL' �.•�_ "'ail OR ]C ►sTi�" _J0 ISIS ON MUDSILL �I - ro w&u. i► RI •_4 wA t..4 5L Odot) 6. et 1144 .Jo/ sr* FIRST Co/ ■44 i DETAILS RECEIVE() ITV (F TUKWIIA AUG 1 7 7001 PERMIT CENTER REVISIONS U z z 0 O H Job Date 0 / Scale Dawn .2 , 1y) BY Street .... A-10 __N , L , . _ — — - .f N H `N. / ,k____ > Nil )" 4 A / 1 1p....■ I t 110 J , WALL_ I 1 NIAILII OH Ep, i P. i PR ecHEIDU r 4 STLA: SHEARWALL AND DIAPHRAGM SCHEDULE MARK A ALLOW M MATERIAL E EDGE N NAILING A ANCHOR P PLATE R REMARKS EDGE F FIELD Roof 1 180 plf 1 1/2" CDX 012., 0 03' 5 N No 8 8d @ 6" 8 8d @ 12" M . i Minimum Standard I I 215 plf 3 3/4 CDX N No 1 I 10d @ 10" • \ • M Minimum Standard Wall ( 2 260 plf 1 1/2" CDX OQ 6 6 Y Yes 8 8d @ 6" 8 8d @ 12" • 4 v h \ 16d © 16" M Minimym Standard L A 2 2.S0 & & v v_,16 A A i • i i•PF Y Y p . . i ir i .. t to z... 4 40._ e . . k _ _ eAA 4 4 r i E Er 5, oe- _ _ — — - .f N H `N. / ,k____ > Nil )" 4 A / 1 1p....■ I t 110 J , WALL_ I 1 NIAILII OH Ep, i P. i PR ecHEIDU r 4 STLA: ;�"- c1 CCtvl Ut.h&TUP.BED CON HOLDOW`i AT EXTERIOR SHE !\R WALL— WOOD FLOOR PLY, WALL ( 2__.>< s1t)c5 PE'R z \X/ASHEISS A 55 pFK 0 PER PLNJ 12,E SPAMIG P 5P1 .r.)r)F•1,ir N( GLOSER - r HP \i--) '3 FROM 111V: ED6E/ 2: coy, ft-4 1 Z 6 0 f2 cap Z SG?, %/ASH e-R3' A,{3, 6 iG — PEg 5H SCHEDULE I2"1•41/( Et r oo compAcl-Ep PILL, \ OR Ut comPETENT - , • 4 1 ok \Ovag, 24 CONC. FS. STUD \X/Al_l_ WA.9i evb 5LOFE F)2 6RAcE S7. FOR Io HoLpoWNS PLAN SI MP5oN arH D HoLDovo-,) PER ((r. Dowet. a7giciR5 vER,T = 2 0 , rou•@ DR l - 4 co• HEAp. Wps-Lt.- NA.,1 11 P.r.R CA 0 ULE 5HEM R wALL.- — (2.) 2 61 5/t-IRSOW 5 HOLPCM/1-1 I OR As No z 2 r 191 6RAID 7 OR HOLDOWN AT EXTERIOR SHEAR WAL L— CON C , FLOOR, ® DOI- 1 (f- 00 cot,:tu, Ht) ;,1 (/0 akit.‘1 0 C 0 0, room DRAW ( *4 Coktr, -)e- Akio-10R oLT5 FCR FQ4D o 1...\-1 z Tb s E , Di 2 ., 53?, \)</A,St t:. LOCAT 1014 IN Roo P b)14;1-+ WAIL.0 EXTERIOR 5H /\R WALL ki 12,7 MAX 00V1 043D r 61/ iriP4 1 SHEP\RW 5HEATH N G PER Sc VIE DULE ROOF OR FI-DOR ,701575 PER PLAN SECTIOK1 SECT IOW "T\.(P,TRUS6 OR CEIL.IKK; roi -sr CLIP AN 0 /•Z 2:< pz-i Loc. 310PsDNI Ft2 a 4'-d' H2,5 2.' SVOIS & 16' stN46LE PLAm\* 19 61-1 PLAT X/7 t_it\P 4' -0" - WAIL - rep PLATE. 5 AS SHOw1 LL EXT*fztOR VVAL.LA 5110.AK AL1-5 g, 7 0k1-.11) COP ROOF TRUSS ,"ePN-P TRUSS E9 :to WiNL./.. 5HEAR\x/ALL SE LL. SCA-1EOULE Gc t'4 SH , MP PLATE NAILING SEE saieD irviPoi.ai A 35 PR ati ALL- Sal En) ROOF FLOOR INTERIOR, SH EARNY/AL L TJRA6 3 Fixornt cELIN1G 10(5' M 71- arRAP. , 4-40" 1,411-4 7 4,/..„, J V! 157 ------- Li" i b -----,, 2 5- / J.4 1\ 1 00r, DBL. I o l'Or IDL I' z 2-...4, ALT ,-- ----" ) J\ 34 e 0100,6, H 2 — VP lLTRIQ F5aNS I We %/N.-L-6 S Zx t7R - HI; 1)1, crF.R(/ NorEI) PL7 6 DIA >4 X- *AC-. T „ 6 FLAT e, 24 '0,c, - /64 t././11.-S %4 PLAT To P PLATE- 6C1 NOs11—S 2 ' 1 JrERIOR. EAR, WALL I6d e PER SCA ED u LE 5t-t \ 3/L■SZ. PL-As I Live P.t R CHE-EY, TYP,FLOorz 01APH, 4/4" vv/ to d 62- 4 t' rt_R. ab(s 8/-OCK I I-46 aljo,c, FLOOR MIST 2 KID PLR OFT SW SH ,wALL P.5.R eC DUL - Zx PR E„ MST 1-10L/Dov<44 ( o ff " LIR P, •••■•••*11.•••49 51 t-1 PS0f4 LV 0LLO R og LC' 1 ° 1 e Rt\r-r-,45 LEp6o w/ 3 1 NAIL.5 POR F11001 - 1;Zi11`-.1 1 P. 5EE 11..-At 11'./1Poi-/ 4 _,P ot < 1 0 Itir _I_ To () 51HPoN MST 36 ---- - r Rocx t \r\i vi/ ., - ) A NA P-- f :lo ° , c1 1-P 2 w 9 p-i L ALL H ' .------,--,-,..„--„,.--,-_-_,-:_--,_____,....,,,..-_-.,-_-_---„- 7 mi_427,,...,%-)R -I z.) H N LEHTINEN ENGINEERING 3216 VVETMORE AVE EVERETT,_WA_9_82(1 . 44 { 2 4.g. • joSi r: P (,) —1 54 - ri,k , -------- -- " [ 6"°'16'!'"922"-: \\ :r -- 0' .--- •I'' ,CR ( 1\1F. TO OATCH PC:17-r, RE)JT:, Uki 5TuR,E5Fu FA ° ` L -911 tEAk LL- r - RAFTIR5 131 HANo(,P, 2- t. 2 ;e: CE11-11\45 ( R 6L pci 4Hf1 GI) F:r - £' Sr -C "- A /NG C 1(90 • C L457 2 2045T .5/ _5 • 4 e /O o. 4-4 e / VEIN. /A/5'UE sL -A T" Y, /CAL 13, .SEJ 1 /T \/A .TO /ST PA L4L TO CO/vC. VvALL .8n C� ,R C_ AN, rir PE 4 ►► - C c 1 - e L (6 , ev /6" - k- 7_I__ 4_ILA 1!__4_- -1t J. All Inmber to be graded per Rook No. 16 of the West Coast ,.umber Inspection Adreeut ,,r /t,f Nr.• 2 tor latish', rafters and light framing, platen, bracing awl 4- wide beams . - hr NNo.1 for poet end other beams. . G'LiF Cv o t • 11F /UF 'Stud" for 2'x4 " etude. 2. Comply with Intent edition of the N.F.P.A. `National fenign 7 tie modified by the U.R.C. for ell ntrnctural timber 0 /2 0, , /Q ' A 3. L At1 2 -inch lumber to be k(in dried. 0 Joints and crafter's to !have _ 2" thick solid blocking et 1 . o rte . u z x " Z � t`. z\:x . 5. Jolete to be anchored to masonry walls with 10 gn. x 1 - � - .� c t= :F:: E COp 412 0 2 x40" AFPAI Anchors (with 2" hooks) 0 4' -0` o.c. max. Nail to joists O L c 45' 2 vc. PLY To , LKG. C 46 e c. $LOCH 70 5 "L L - 4 cO1v7: a n wi46we 6. spike al i laminated members together with lOd nails ! 12" o.c. iN To G1- !T iiv �= /ems vE� 2- -9 CO /NJ 'T 5 (FA S 77P PLATE 2)k G PLATE �� 8 , PAR SGH DCs'LE 77 : 74 "'"- - # 4 a to"Qc. NOR }' M )1 T LL P E R PEI,J F .. t S C V or blocking with 6 - 10d nail,. • � _ staggered. Splice laminations at supports only. F CtQ 5e F ?F. - A(P 7"C I . N S RAti E L_ 7. Laminate two full - height studs to cripples under headers and block solid to bearing. O. Provide out welshers for all bolts bearing on wood. 9. All nails shell be common wire na11A. 10. Glue - laminated timbers, boughs Fir, A.I.T.C.-- grading, Combination 24r - for simple spans, 24P - for Cantilevered spans. Dry condition Of-use. Architectural Appearance grade Where exposed to view. 1'fbricating plant A.I.T.Cs inspected. Wrap individual members. 80bmit shopdraWingd for review prior to fabrication. 2 -1 /2 -inch wide uriihd bhelli be Industrial grade. 1-2 P ,400 philr„. pbit g'1.8 x 10' oil C pe!) p 1; rlywoodt Goof bltaelthl.nq io be !3/32" C -h INT -APA plywood with exterior glee, P.I. 24/0 (Use 5 - ply for penalised roofs). Nailing 8d ! 6" o.c. at panel edgges, 8d 0 12" o.c. at intermediate supports. Sid/flooring to be 3/4" T6a C -D INT -APA plywood with exterior lue P.I. 4A/24. Glue and nail with 1Od ! 6" o.c. et panel edges, 10d p 10" o.c. at intermediate supports. - 'Oriented strand board of equal strength may be substituted fox plywood. 12. Prq- feltr-1CAted members to be designed by a Washington State 11cenned etr.itctttrn1 engineer and In accordance with requirements shown. Submit complete ehopdrewinge with engineer's seal for review - brior_:D fabrication 11• ,STRUCTURAL STEEL, 1. All steel except tubing: ASTM A -36. Pipe: ASTM A -53, type E or 8, grade 40. Tubular section: ASTM A500, Grade B. All bolts: ASTM A- 307 /ASTM A -325, type X. 2. All fabrication, erection and detailing in accordance with the latest edition of "manual of Steel Construction" of the American Institute of Steel Construction. 3. All welding by WABO certified welders in accordance with "Welding Handbook" by the American Welding Society. 4. All welds to be 3/16" minimum continuous fillet welds using ASH A5, 1370XX electrodes. 5. Field burning of holes is not allowed without inspection by engineer. 6. Provide washers on bolted connections: 7. All steel not embedded in concrete or maeonry_.to -receiver shop coat of an approved pruner - paint. Apply two coats of heavy -asphaltic to all steel exposed to earth. 8. Submit complete shopdrawings for review prior to fabrication. 9. Metal roof deck fabricator to submit shopdrewings showing panel layout, welding patterns at supports, perimeter and side laps. Provide steel headers at all openings through the deck to satisfactorily distribute the load to supporting members. r2vAci-oyok, 'Ad-)c+log C :PE-4;9137- X11 G Sz T )L) ER --- -- 34 . Construction to meet Uniform Building Code, 1987 Edition. A 8. C. LIVE LOADS RooF / 5 i o.xe :..JAS ` 25 "-)5r VC/IND - 80 Men, XP. 8 5E15m lc - zoN/ E 3 $OIL AND FOUNDATION DATA 1. 2. CONCRETE 1. Detail, fabricate, and place re -steel as shown in ACI "Manual of Standard Practice" ACI 315. 2. Concrete of following 28 day test strength. • a. f'c = 2,500 psl, 5 -1/2 sack cement per cubic yard, (no testing required). - b. Precast walls f'c = 3000 psl. c. Maximum slump 4 ". d. Reinforcing fy = 40,000 psi. 3. Cover (Clear Dimensions). a. Exterior faces of walls 1 -1/2 ". b. Vertical faces exposed to earth 2 ". c. Bottom of footings 3" clear. d. Bottom of elevated slabs 1" clear. 4. Lap all field splices 30 diameters. Bend wall and footing bars 18" around all corners, or use corner bars. 5. Dowel all exterior projections to structure with 14 bars at 12" hooked into wall. 6. Place no backfill against foundation walls until floors are in place. 7. Incorporate no calcium chloride admixtures where aluminum alloy materials are embedded. 8. All wood forms used for concrete in the ground or between foundation sills and the ground shall be removed. D. EXCAVATION AND FILL 1. Excavation and Chapter 18 4 '3 shown on the drawings. 2. Foundation, wall, and slab areas shall have all existing unsuitable fill materials removed and disposed of off -site, and be excavated down to suitable undisturbed native soils. e x CAvA - r n m T -, 5 . ( N 1' 3 UbC 0(2 l )_ 1- A W910 ROOF TRV$SEE sha be factory abricated trusses. Design \i nci fabrication shall conform with the requirement's of the Uniform Building Code and the Design 9 , Specifications for Light Metal Plate Connected Wood Trusses published by the Truss Plate Institute. Engineering design and shop drawings bearing the ;stamp of a professional engineer registered in the State of Washington and showing all details of construction required for a complete installation shall be submitted to the ,Architect for review. - Ili i-tE4 R S 2 P , J N T Q R Kt t.; ��� � �.. , � b}= 4f 2. < -4- � 2,x lOck 2 -?x � x R+ k �� !N-A- l �I: \' A < 6 (u.iLEs OHER$J 3 p c'14 .. - . Design bearing strength 1,500 psf. Coefficient of friction 0.25 Passive resistance = 300 pcf. Carry all footings down to undisturbed soil, minimum depth = 1' 6" unless noted. 8TRUCTURAL NQTg8 fill shall generally conform . to H N LEHTINEN ENGINEERING 3216 W €TMORE AVE .... - -- 1 EVEFiETT, WA 98201 5 TUCTLRAL JD UBC 4.4% ....1.4411.5. 44••••