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Permit D01-061 - GADZUK RESIDENCE - NEW HOUSE
DO1-061 Gadzuk Residence 4815 S 146 St City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard Suite 100 e Tukwila. DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004000 -0670 Address: 4815 S 146 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: N/A Setbacks: North: 0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Streams: Contractor License No: TENANT GADZUK RESIDENCE 4815 S 146 ST, TUKWILA WA 98188 TOTAL DEVELOPMENT PERMIT FEES: $ Private: N Permit No: Status: Issued: Expires: End Time: (206) 431 -3670 DO1 -061 ISSUED 04/19/2001 10/16/2001 OWNER GADZUK PETER Phone: 206- 525 -2508 2024 NE 103, SEATTLE WA 98125 CONTACT PETER GADZUK Phone: 206 - 525 -2508 2024 NE 103, SEATTLE WA 98125 ***************** k******* k*** k********* k***** k****** kkk *k * *k* *k *kk*k*kkk **k ** **.Ak*kk Permit Description: CONSTRUCTION OF A NEW 3,560 SO FT SINGLE FAMILY RESIDENCE, 400 SO FT ATTACHED GARAGE AND 400 SO FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Land altering. (Water district 125 and ValVue sewer) Drainage un der MI01 -001 * k**************** k*** k* kkkk**** kk* kk*k* k*** k* kk* kk kk **k * **k *k * *k*k ** * * *k* * *k * *kkk *k Construction Valuation: i; 317,016.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 250 Fill: 50 Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Public: N Public: N ***** k********•**k * * * * * * * * * * * * * * *k * * * * *kkkkk *k ** **** *k *k * *k *k *k ** ** ** * * *kAkk * **A * *k 3,768. ' r'--- * * * * * *k* * * * * ** *k ** * *k* *** *fir *k * * k * * *k *k *kkk k*kkk *k *kkk* * *kkk * * * * ** * ** *kkk* Permit Center Authorized Signature. ate: _ I hereby certify that I have read d xamined this permit and now the same to be true and correct. All provi s of law and ordinances overning 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 deve l opmer, permit. Signature: vie di 6-et Date: 6 Print Name : 1,1 ay e d' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 2- 1. 4 • - ren3nt. rt)L E.;: kyk4aAit4i4Ar44,44/-444146 444 it lf 4 tki.4.41,4,4••A 444,4k • AL.4 4,4 4t,• t•i • • =ecmtt 1. 4.:.hanoe 0 be t. E•9 ; r t r:j auild) En9i,leerea !,7.e And a 001M k0.7 Wa :tate Frcfesr=il E re . 2. Anv exoo::e0 ;t; 1J' 3 1 Pa o 2t7 ..);* - focIt-2-( 7„hi •IcatIon .iholo.ino the f 4. All , :..on.itrf.j.2tloo to be 0on.? plan!. an0 the Ur;f.:;... FOItt) Urtlf%77"41 (•?dtt E0;~ .id Wa., J. F':utlibtrif) ve,17t:F • CQunty •.• : ! ins.oecteo by tte.At 6, Norilv the CitN. '.-,•- ploctno any conecetz Aojttlt reputremeht 7, A wol:.0 to cemaln 3o oLi•.7e0 6. F The. ,..1p1.c :trued tc:1 be 3 Oerm:t of anv »t th fl: 0/ the t oc any other efAin.lhe t authocit', c,61...! the C I b e ; 0 . .7/ t! :uoh wo wIll be in.s.oe by r.har 1`.. Al: iehk' I L oodef' Lt the 1:: All oecmit$, 3ve.:lable cAt )o!:. the The ai%.1 1 Uri Ii.VTC MP GPE6 VILLAPUE4A t:d. ;=‘1 LE; W.. IN .=-1 _ . . tile Ti[2 • orio to Th:vect. )5. The Land 1 4ierihl ha'szed c.y . .a! If the • 1 • exceed: thls 3mount. the de:e11 ca! the the permit f,et tc the Fina! Hau1i• s.h:=.11 f%)r rermit 17. AnV Mat'?V! ;;;' t:CJO 71.7cee!: t e,Ahed immediate!:. )6. [r; 1 W y ; firt oe JO' .0nillum .3r;1 :.ha)1 b?? 3 MaY=110.4ilt Oe • of feet. 19. FROM OCrOBER ) THr00•3N LiPPIL , :;:r,:EP PP; ANL rHAr ARE - .111.1V 1.4;-)E IERIHAL RISE 'F .16 FEET OP MOPE ANC WILL FiE GFEArE' THAN 1 HOUR'.. CAJRIN r14.1:7, 10-(,"H OTHER (7.If TF THE '#,IILL FE !JN44: PA'IS. COVERET MATERIAL MW: OE :TOOPILEI •14 Arff - 1 1 - 7 HE IERI00. IN ANC ; ST4BILIZATION EtLY 414:7. IMMEDIATEL'i FOLL644IN FROM MA' THPOIASH :7 TBMFORAR'T EROSION , 1-7E , IENTI'A AN Ef1HEkT AT LE :I MONTHL. ALL C.P.:TURF APEAS C THE .:ITE SHALL FE PPIOR TO FINAL COT/TRucrj:IN 1 , ,pppcc.,41.L. I Ii'by , „eft!y tU3t I w1I: • with rhem I t 7 ,Vt; thts 12 rrit*, The , ; , r2thtih, ;. :: :the re9u;.3.tt;n1 0t: -----„,,\. / . . ' ,, --,..-„,, L ,,.., ' *--- A :7JUiCt— _ • _ :_r_. _ .,..,_ ..!---- _.4.—t- , ..N r / ) (7 ( I . t r . --1,- - — , e ,..., '.,z,,,,,. t'i-i // c_ / Project Name/Tenant: P4 g. &9a2.O 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 Value of Construction: Site Address: City State /Zip: 4 7q3/5 - SO UrH / 96 41 %tJK(/ 19 W� Tax Parcel N'4umber :,, . _ t C' C'' `f QC ( - ( ";L / L Prop rry Owner. LTg/Z, 6_19,02 vl‹ City State/Zip: SEW777.5 W11 9r /2,s Phone: 206 - .1 5 -26 Fax #: 2,66 -- 6", 9 - 8506 Street Address: 20 2,V An /D3 ~ Contracto r;_ / -1 7 -�� 6/91)2. v/c Phone: Street Address: City State/Zip: Fax #: Architect: RO No vivn.J Phone: Street Address: City State/Zip: Fax #: Engi ee : / t-/t? ��G /iv Ee/N6 /Av c Phone: 1 -/z.s -,42 - $202 Street Address: 70O • /0 6yti4UC NE Cit State /i : 1 BECLEVUE W� ?f'0e Y Fax #: '1 2S• Y 52 - 2 Cop15 er : l lI v4( Phone: Street Address: r City State /Zip: Fax #: Description of work to be done: f /DEiOC S1i2J '& 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: 153 Sewer ❑ Septic (King County Health Dept. approval required - 296.4722) Existing Square Footage for Structure: ft. Dwelling sq. ft. Covered Deck(s) - „_sq. sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: �S6 6 sq. ft. Dwelling yam(.) sq. ft. Covered Deck(s) tioc) 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) ,G, S ' 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. w. Single - Family Residential Permit Application 1905 V• • • V• • air --•.a • W I 1 1 1 Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. SFPERMIT.DOC 2/13/97 Project i.umber: Permit Number: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De •artment ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling FLI Land Altering: 0 Cutj.S0 cubic yds. 0 Fill SO cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 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. • I' Date ation a aler opted: oar Date . .plication expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM z ~ w tr J U tno -1 NLL w u_? —a F W g- 1 w U � 0— 0 LUW H� O U= O Z t n) ru BUILDING,OWNE - 0 AO IZE AfG ' Signatur C � C Dat e: Print nan4e:..- - pe 'c� f 6 D 2 0 h. -- 5h�ge. S „ 2 5. fL 5 l'cf , Cit 4? taleI , Fa : c7 - - i. - )1 Address: ALL SINGLE- FAMILY RESIDENT PERMIT APPLICATIONS MUST B ' BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY N 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 SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ® Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 thissybmittal. I HEREBY CER FY,THA READ AND PERJURY BY THE LAWS F TH STATE O . / SFPERMIT.DOC 2/13/97 I NED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF NGON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. - r., 3 1 '-: ('F 'JW ) L 4 4 . 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F4 r; 1 * 4 * N 7T A 4 4 A -A k • .k .kkkkk TI Ii i'&1br : P.01 u(;29"...i tti C) ri 1 ;. 4 . 4 . 4 ; I P v igen t; (le t: hod : C t t if i: (-W( 14 t • _ •■•• n (Jo: 0 1 - r : E. I) E LI) f)(1i:‘4 r PER ; [ r f'i.irce...1 0o: 0044000-e,IC(.• I. )L'c IQh : 0 r 1 3 T.; This P ki ttl t 1 4 7 4 1 t t f.• ,. t, k*******Iir* * it A- ik ***k*******Ak 8 * A 4 * 4 8 8 4*Ak A A A 4 AAAAA* Ar C C Ott )1 t Ctd on )4 RI tt t: Et.to PL. A t i CHEC i - ( r I: 4.1 • - )V' .1 71.3 • ■ COMMENTS: Type of 4nspectlo At Address: Date called: ` I 4t1 . � y ,, ^ 9 j ' � -t� - � ,4, n �� C 11 a.m. ' .i / (p.m? '—'" Requester:—;) i i jr) r Phone: A Y i t j ) , ) I • 1 ;,) Jfr . }} � ' � t i Project Type of 4nspectlo At Address: Date called: Special instructions: Date wanted: 11 a.m. ' .i / (p.m? '—'" Requester:—;) i i jr) r Phone: 20 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 QL/.M (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector - Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: . L . `k _..., Type of Inspection: ' . to A. dress: I IM5 i/ ,p/(4) r, R L . i. - ., _ ))(J5--1 Date wanted: �7 It L- 6 � U ( ,k,a.ritli P.m. Requester: 1 r .12 < tC c . ,,► Phone: 4 2 -1/ 0 ( 2, U( f& t,-- zJ f j c. UP f ..Q..„ . r-d 4.>t ' oi • Project: . L . `k _..., Type of Inspection: ' . to A. dress: I IM5 ` r G V Date cal edr " �. It 19 - ., Special instructions: Date wanted: �7 It L- 6 � U ( ,k,a.ritli P.m. Requester: 1 r .12 < tC c . ,,► Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. 0 Corrections required prior to approval. ,a: 1 Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit ki Date: 4 ( PERMIT NO. L!" (206)431 -376 L + COMMENTS: Typgof Inspection: ---\ ve1 - il Addces • ' l g Date ca ed: D C: i C A Special instructions: • -----------:--Crr---------a—t /2) splyi*t_ A -- ( 1 A Relticste : 19 - -4 1 5 ( I S ----- t.)Ck.) ‘r)P V(jr) vy-k. 0 e c voi wo r • 'Drei 42 r fle-et 1 s 1-o ) f ) rouclj- , (-1„, e.... u o 4- \ • N red: 10f.,\LIZ... P ec 'della_ Typgof Inspection: ---\ ve1 - il Addces • ' l g Date ca ed: D C: i C A Special instructions: • -----------:--Crr---------a—t Date d: k. Z 1 1 a.m. Relticste : 19 - -4 1 5 ( I S ----- t.)Ck.) INSPECTION NO. Inspector: - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _ ok„ I) P irld (206)431-3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. 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: I Date: COMMENTS: t t 2 -) c% e \ \-‘1 'r ?t }U t r e Van:* 'TX" r e I1 (4)() 0 30 0I-y)u E P Y1f'9 C A. • (lire - , S • , +fir .) tie SCekvli 4 1 1 as, 4 I T [y ��rj4 p -1 '1 ti R. a Special instructions: ( - U e Si lr l,v\ .S rrk () " C Tiede" C ury, hc51 w ci r 1c `-� .-.��. C I 0 P 11 , - \ - ..t ,, w ' t Vjn S 0 - N ( ri 'r VA/ 4 ,e C )ro 1 - ) VCA,) ri vs49 - c) c., 4 r0 c 1)FCk a Pr. • ct: Type of Inspe u 'on: A. • (lire - , S • , CIA- r- �f! " • Date called: /J / q Special instructions: Date wanted: 1( It? Requ _i "t 6, 70.. Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Inspector: L L INSPECTION RECORD Retain a copy with permit I. J l PERMIT NO. (206)431-3670 Corrections required prior to approval. Date: \ ; ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ci Project; .. -Type cif I pection: I r ss: , / /(r C +— Da ca led} Special instructions: Date anted: . 1 C 1 i l (m.) p.m. Re ester: I ' J(( Phone: .. , r ' ) 0 , J COMMENTS: 4 n s peSi9r:Z / 17 . �'-'z -.tom .. ;� Date: �! 7 / � INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid /at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i Project: / i / l f...1 7.--f Tye of Ins pec ion: L ! illt l '- Address: ` , °_ , � , 4/ Date called: Special instructions: ,fr-%1:-Ple,A., Date wan d: t'a.m Requester: Phone: INSPECTION NO. Approved per applicable codes. COMMENTS: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 411: A (206)431 -3670 PERMIT NO. Corrections required prior to approval. Inspectoir Date: l 1 ,11- j) / C7?/1 C ,/ L 4 7.00 REtNSPECTION EE REQUIRED. Prior to nspection, fee mist be id at 6300 Southcenter Blvd., Suite 100. Call to se edule reinspection. Receipt No: Date: z cou 0 O 0 • u. w LL j tn O • W to W u"' O � A Z Pr•'ect: 1; �... !�.. ..`.... Ty e of Inspection: Ms t-- f A�CQ,ti 0 sr1 Address: Lieg t c 1 f lv gate called: 1 Special instructions: Date wanted: CI 1�' g lot p.m. Requester; 1 e. ' .. Phgne• Ci )) LX) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT 03 (206)431 -3670 COMMENTS: Approved per applicable codes. LI Corrections required prior to approval. pecto /' Date: at 7.00 REINSPECTION FEE R QUIRED. Prior, inspection, fee must be paid e 100. Call to schedule reinspection. 6300 Southcenter Blvd., Sui Receipt No: Date: Project: r (1 ; -- -, �r': • Type of Inspection: :1.. -1 \ *. [,', U 'tt d .1t Address: 5- c a / r Date l �c S Special instructions: D e anted I /l I. I It ► fam ." p.rn. Requester: i, -} Phone: -) L tr --- r l `, ) L.-C1.T . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. y COMMENTS: Receipt No: (206)43 1 -3670 Corrections required prior to approval. / j ;-;i i , `' -) • lnspecys -'1" I Datty °.? .--� $47.00 REINSPECTION FE REQUIRED. Prior, o inspection, fee must be paid at 6100 Southcenter Blvd. Suite 100. Call to schedule reinspection. Date: Project: Type of Inspe Address: Li ) , S 1 to S v Date called: 7- _O -0 l Date wanted: a.m. C / - 1 � `(..i/ p.m. Special instructions: Requester: -- Pho Ci b - . �__ — .26 0 3 9 Approved per applicable codes. COMMENTS: INSPECTION RECORD 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. n specto 9D j t e Date: 0` ? 3_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /--, ‘. t 1 ...— c , T e o ns a on: jj Address: Date ca led: Special ins ructions: Date wanted: a.m. o ' ii) -0 V v im% Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ID Approved per applicable codes. COMMENTS: -, h t - 4 1 r (nom'\ I/ : ) G t S b ra 5 rty 1A1 Inspector: Q p i Date: 9 _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 4 Date: INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 j,OJ Corrections required prior to approval. COMMENTS: T f Inspection: Y f-t rc fi-� In( (&4Z ifv . ieF( / 0 ► ✓5 r /tn - P j_ ; / ,� / - D e anted: q // () if/ i9 // 00 2 F?6 Regyicterl� P- fCJ/),7 ezve.. 4 PPPix/I f - 0 7 J (7,4/_,e,. C�1 A. e J)J _ /2 PP' '-/) 4 1r ect: a 2 u L 5 ditHHCsr T f Inspection: Y f-t rc fi-� In( (&4Z ifv A l Itsji.-- L / s l Date alley Special instructions: D e anted: q // () if/ a.m. .P.m. Regyicterl� P- P qone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector. 7.00 REINSPECTION /EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 `CO) Corrections required prior to approval. Date /0 ` a/ Pr 'ect: +� (�' �. ( 0 ence Type of I° � pecdion: #`� fL'4d / Y�J Date called: A r s; .�„ Sfo Special instructions: Date wanted. ( t Ly (tea or p.m. Reques ?} Phone: ✓ ! 5 "" 2C) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 1 r (206)431 - 3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1"`: - `2 /44c- 6 /_;L. 0/ 5 ' T a_ a_ 1 17/-0 (x r2 k--..e. 5/ > >h \Ili) T� hr, 4,, r.,/ Ak J t / f;,-ez.be Inspector: 7 e' -( 5„ 444!),>•t1 Date: 0 / $47.00 REINSPECTION FEL EQUIRED ✓ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: i Date: z 0. W 00 W W EL w LL to o ILI 0 0 I— CU ui Wz 00 0 z P oject: E C.-la-4 ZIkk / ;` '4 K t Type of Inspection: 24a1 f( vi Ae�dr 6/(9 �, , � Date called=, Date want 'a.m. ' U / p.m. Special instructions: Requester i ? ff 4--q-, �4Y0(4 X Phone: 4c/D INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oG( PERMIT NO. (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: 214. /i--- 64. -f,/17 5 Ltpef_,Il ..4 s r., X/ 40 ._ 7 pAes h Pl( 4 ' 1A Inspector: Date: 4 ii, • n $47.00 REINSPECTION E ' EQUI' ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., suite 100. Call to schedule reinspection. Receipt No: Date: z I CL 0 N ll. w a LLI I-O W V � N OG I-- W O Z U= Q F- Z Pfojest• ( - 1Ct. (I Z( .. (le Pie. T of Inspection: -6v tt.rL / ( Ale; S t4 {( - f 7/ / _. ) Special instructions: Date an • Date `6 . a. m. uest r: Phone: r r / INSPECTION NO. 0 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I Inspector: �� �/ f Date: 0, / ....... 0 ) $47.00 REINSPECTION EEE. t UIRED. Prior to inspection, fee must be ___ _...,,,_ C R Q P � paid P at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 _III Corrections required prior to approval. P oject: L ICL,'77:0 CI Z K ' �: t 0 c tpe of Inspection: r i \ t.r � 1"l 4 , ...1 (1 ! 1 1. 1 Address: LIS S 1 ck r� Date lied: - 7 7 lit 1 Date wanted/ 7 /2 LI / c ( a.m. � __ Special instructions: Requester: ( ' -it v Phpne: 2 -Ck — 5 C ) 4 `" , " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. EI Corrections required prior to approval. Inspector: ri $47.0 NSPECTIO at 6300 Southcenter BI Receipt No: Date: INSPECTION RECORD Retain a copy with permit Date: �. r REQUIRED. Prior to inspection, fee must be p {aid ., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 Project: (=r (",1 Cf<'t•1C,(' � Type of Inspection: 4 � ` I �� n V,- r `�l +V i Address: _ 1-1 15 ..:a 14 to _- Date alle : J _ j `7 1 /01 Special instructions: Date wanted; 117 0 /r i p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ved per applicable codes. COMMENTS: Inspecto. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 - 3670 Corrections required prior to approval. Date: - ?a _ 2OO/ 'CAM ci zur__- Vetrienple T rr ! i ri M lon:T V S " -L f — A � ,, ` t ar Date 1-1 1 Dale D ted: , ) r 9.5 ci) p.m. � Special instructions: R t r . Ph 76 INSPECTION RECORD Retain a copy with permit INSPE TTON NO. fa- vc1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA ,,(206)431 -36 $4 .:0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Inspect r. Date: s—_,2 } Approved per applicable codes. El Corrections required prior to approval. Receipt No: Date: COMMENTS: )44.7 kr /21.-- y7 Address: A I Date called:. ( 4' d/ Date wanted: /, 2) f ,1 ar 4, -4-e. c4/. ,14;f r? rA v/- ..,7'.t1 e.. 3 pb , (,.,1 / P,' S lar4e..e. project: Q .-- j kr T of Inspection: ! y -- f rx P Jo; L "f Address: A I Date called:. Sp cial instructions: Date wanted: /, a.m.: 2/ Reque e j add , `, i tNSPECTION`NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I PERMIT NO. (206)431- Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION gE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. Receipt No: Date: Project: . IP ' A' Type of nspection: Ail . •a lb A .1 Actdiels: D. c•Iled: b , Special instructions: Da : wante: : • • r ' • . ues er: 111 Plrle, U0 — q5 INSPE ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818d 'CA Approved per applicable codes. COMMENTS: t,e4 PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: Date: 4.1 450 n $47.00 REINSPECTION EE EQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: frizoject: ujodz.uk Re std ell e- Type of Inspection: Fr( ,- -ter,- L .>t t J5 Address: /5 _5 /`/(e sr D e ��pr' lied: '5( to c Special instructions: Date wanted: 5 a.m. C R nester. Phone: 2 t6:, — 'j r / 5 z(.. (. 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit 5 (ak/ r or'/ 7 r) 0 PERMIT NO. (206)431 -367 Corrections required prior to approval. Date: ,, . ,j Project: Zti Type .f Inspe ion: . +nfi _, i vl /_ Address: L IS S 1 (.9 Si Date called: 5 0i Special instructions: Date wanted: .5 ,, � �P'� Requester: 3.f' e ✓" Phone: auto - a ' - 9 -()t INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: -" Ver orre ev' qv\ Ovr \tn u0∎/S � n � Q rn .r rni Inspector. Y c-14"9-fr Date: 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: Project: /t _ /. /. .. '�-- Type of Inspection: r Addr • ss: / Date called: Specia - instructions: . Date wanted: '-'/ (3 ( a.m. p.m. Request Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 t, u Corrections required prior to approval. COMMENTS: Inspector: Date: tf/Ltli 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: j , Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Permit No. 1„ ; Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Project Name = t - ' • i_ ' .' t Address a Suite # Date .' I T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 (425) 747 -5618 FAX (425) 747 -8561 Peter Gadzuk do Arcady Homes 2024 Northeast 103rd Street Seattle, Washington 98125 Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Single - Family Residence 481X South 146th Street (Lot B) Tukwila, Washington Dear Mr. Gadzuk: We are pleased to present this geotechnical engineering report for the proposed single - family residence to be constructed at 481X South 146th Street (Lot B) in Tukwila, Washington. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations and retaining walls. This work was authorized by your acceptance of our proposal, P- 4859, dated March 19, 1999. The subsurface conditions of the proposed building site were explored with two test pits that encountered gravelly silty sand that became dense to very dense with depth. The proposed residence can be supported on conventional footings bearing directly on the dense to very dense native soils. The main consideration of the site is the proposed location of the building. Steep to very steep slopes exist to the east and south of the proposed house location. The south slope has apparently been created by filling a ravine. The building should not be sited on this fill slope. Drainage for the site should be directed down to the base of the ravine. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. JRF: mmm Respectfully submitted, GEOTECH CONSULTANTS, INC. ames R. Finley, P. Principal APPROVED June 10, 1999 JN 99201 DOfrO(o( RECEIVED - ,IAN 0 2001 TUKWILA PUBLIC WORKS SURFACE CONDITIONS GEOTECHNICAL ENGINEERING STUDY Proposed Single Family Residence 481X South 148th Street (Lot B) Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed single - family residence in Tukwila, Washington. This report also responds to a letter from the City of Tukwila dated May 5, 1999 addressed to Ms. Sharon Mann of ReMax Eastside Brokers. We were provided with a general site plan and a topographic map. The topographic map was developed by Dobbs, Fox, and Associates, and was dated December 12, 1998. Based on these plans and conversations with Ms. Sharon Mann, it is apparent that the adjacent property to the west of the subject property had been cut and leveled, and the soil deposited into the ravine on the south side of the subject property. We anticipate that the house will have two stories without a basement. No significant excavations are anticipated other than footing and utility trench excavations. The general layout plans provided by Mr. Peter Gadzuk indicate that the house will be 40 by 66 feet in dimension. The planned footprint of the house is on the northwestern portion of the site, above the slope. SITE CONDITIONS The Vicinity Map, Plate 1, illustrates the general location of the site. The subject property is the southern portion of a subdivided lot. The site is legally described as Lot B, and the short plat recording number is 9808251100. It is rectangular- shaped and located at 481X South 146th Street. The parcel covers approximately 32,130 square feet and, at the time of our explorations, was undeveloped. The site generally slopes downward to the southeast. There is a ravine through the southern portion of the property. In the southwestern portion of the lot there is a very steep slope that becomes more gradual to the southeast within the ravine. The steeper portion of the slope- was apparently filled with organic and compost materials from the adjacent property to the west when the lot was initially cleared approximately 16 years ago. The very steep portion of the slope drops at an inclination of approximately 80 percent. This area is anticipated to be fill material. The natural grade of the ravine drops 20 feet in 95 feet in the southeastern portion of the site. The adjacent Lot A to the north is residential, as is the majority of the surrounding land. The property directly to the west is used as a nursery. The adjacent property to the west slopes to the southwest. Surface water flow from this is toward the top of the very steep slope on the subject site. There is an approximately an 8 -inch scarp in the soil at the top of this very steep slope. This slope movement appears to be affecting the old fill, which is likely poorly compacted and has been placed in an overly -steep configuration. r Peter Gadzuk June 10, 1999 SUBSURFACE CONDITIONS The subsurface conditions were explored by excavating two test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon conversations with Sharon Mann and Peter Gadzuk, the proposed construction, the site topography and access, the subsurface conditions revealed during excavation, and the scope of work outlined in our proposal. The test pits were excavated on May 21, 1999 with a rubber -tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plate 3. The test pits encountered organic topsoil overlying loose to medium - dense, gravelly, silty sand. This native material was slightly weathered in the upper portions and became less weathered and denser with depth. The soil became dense approximately 4 feet below grade. The final logs represent our interpretations of the field logs. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. Groundwater No groundwater seepage was observed in the test pits. The test pits were left open for only a short time. Therefore, the lack of seepage in the test pits does not necessarily indicate that groundwater is not present beneath the site. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that perched groundwater may be found between the near - surface weathered soil and the underlying denser soil in wet weather. This is most likely to occur following an extended period of wet weather. GENERAL CONCLUSIONS AND RECOMMENDATIONS The test pits revealed dense gravelly silty sand at a depth of approximately 4 feet below grade. Based on these results, it is our professional opinion that conventional footings can be used to support the residence. Some overexcavation may be needed to place the foundations on these dense soils, as the house may extend partially down the slope to the east. The footing grade should be observed by a geotechnical engineer prior to concrete placement to verify that adequate JN 99201 Page 2 Peter Gadzuk June 10, 1999 bearing soil has been exposed. It is our opinion that potential future slope instability, as discussed below, will not affect the structure if the house is placed as planned. If the location of the house or outbuildings is revised, further geotechnical studies may be required. The ten -foot slope setback should not be necessary, provided the house is founded on dense, native soils. However, future movement on the steep slope may affect yard area or landscaping located east and south of the house. This could be prevented only by constructing retaining walls or regrading the steep slope. In their letter, the City of Tukwila noted that there were 'ground cracks', an '8 -inch exposed ground face in the immediate area on the westerly property', and 'a sink hole in the south end of the westerly property'. During our site visit, we did not notice any ground cracks within or near the area of the proposed footprint of the house. We did observe the 8 -inch scarp on the west property line of the subject lot and the adjacent lot to the west. Based on the site topography and vegetation, it is our opinion that this area had been part of the filled ravine. The scarp is probably indicative of slope movement within the fill soils. We also observed surface drainage trenches on the adjacent nursery property to the west. A trench along the property line north to south transports the surface water to the top of the very steep slope, where the scarp exists. The addition of the water into the fill material decreases the stability of the material. We did not observe the sinkhole on the adjacent property, nor did we note any sinkholes on the subject property. However, it is not uncommon to find localized depressions in old fills, resulting from decay of organics, or pockets of looser soils. Drainage on the site should be directed down to the bottom of the ravine. This should be done by a pipe carrying water down the slope to the base of the ravine. This includes drainage from the adjacent property to the west. We recommend retaining a civil engineer to develop a drainage plan. Clearing of the trees and vegetation on the slope and ravine should be avoided. Root structures in place add to the erosion resistance of the topsoil. No fill or debris should be placed on the steep slope. The erosion control measures needed during site development will depend heavily on the weather conditions encountered. We anticipate that a silt fence will be needed around the downslope side of any cleared areas. Following rough grading, it may be necessary to mulch or hydroseed bare areas that will not be immediately covered with landscaping or an impervious surface. CONVENTIONAL FOUNDATIONS JN 99201 Page 3 The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, native, dense soil. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. They should be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings supported on competent, native soil. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on competent, native soil, will be about one -half inch, with differential settlements on the order of one -half inch in a distance of 50 feet along a continuous footing with a uniform load. Parameter Design Value Coefficient of Friction 0.40 Passive Earth Pressure 350 pcf Peter Gadzuk June 10, 1999 Where: (I) pcf is pounds per cubic foot, and (ii) passive earth pressure Is computed using the equivalent fluid density. JN 99201 Page 4 Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following design values for the foundation's resistance to lateral loading: If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above design values. SEISMIC CONSIDERATIONS The site is located within Seismic Zone 3, as illustrated on Figure No. 16 -2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16 -J of the 1997 UBC, the site soil profile is best represented by Soil Profile Type S (Very Dense Soil). The site soils are not subject to seismic liquefaction because of their dense nature. SLABS -ON -GRADE The building floors may be constructed as slabs -on -grade atop the native gravelly, silty sand, or on structural fill. The subgrade soil must be in a firm, non - yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls. In areas where the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Additionally, sand should be used in the fine- grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. z I • w O 0 (.0O W w co u., w 0 u. to w �O w U� 0— F- w W O ui p Parameter Design Value Active Earth Pressure • 35 pcf Passive Earth Pressure 350 pcf I Coefficient of Friction 0.40 Soil Unit Weight 135 pcf Peter Gadzuk June 10, 1999 PERMANENT FOUNDATION AND RETAINING WALLS Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended design parameters are for walls that restrain level backfill: Where: (I) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. • For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. JN 99201 Page 5 The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners in the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill Backfill placed behind retaining or foundation walls should be coarse, free - draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the native soils are used as backfill, at least 12 inches of gravel should be placed against the walls. Peter Gadzuk June 10, 1999 EXCAVATIONS AND SLOPES JN 99201 Page 6 The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The sub - section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. If moist conditions or some seepage through the walls are not acceptable, waterproofing should be provided. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but will only help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type at the subject site would be classified as B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. The above recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Contractors should be made especially aware of this potential danger. All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Any disturbance to the existing slope outside of the building limits may reduce the stability of the slope. Damage to the existing vegetation and ground should be minimized, and any disturbed areas should be revegetated as soon as possible. Soil from the excavation should not be placed on the slope, and this may require the off -site disposal of any surplus soil. DRAINAGE CONSIDERATIONS We recommend the use of footing drains at the base of all footings and backfilled earth retaining walls. These drains should be surrounded by at least 6 inches of 1 -inch- minus, washed rock and then wrapped in non- woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. Drainage should also be provided inside the footprint of a structure, where a crawl space will slope or be lower than the surrounding ground surface or an excavation encounters significant seepage. We can provide Peter Gadzuk June 10, 1999 JN 99201 Page 7 recommendations for interior drains, should they become necessary, during excavation and foundation construction. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. No groundwater was observed during our field work. However, if seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site, away from the tops of slopes, and to the bottom of the ravine on the south side of the property. Surface water from the adjacent property to the west should not drain onto the very steep slope. A drainage system for the surface water should also drain to the base of the ravine. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Additionally, a drainage swale should be provided upslope of the building to intercept surface run -off and direct it into the storm drains. Water from roof, storm water, and foundation drains should not be discharged onto slopes; it should be tightlined to a suitable outfall located away from any slopes. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. Structural fill is defined as any fill placed under a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not compacted to specifications, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: U O 0 • 0 F- u) w w g Q w P- ill w • 0 O H w w o iii z U co 0 z Location of Fill Placement Minimum Relative Compaction Beneath footings, slabs or walkways 95% Behind retaining walls 90% Beneath pavements 95% for upper 12 inches of subgrade; 90% below that level Peter Gadzuk June 10, 1999 Where: Minimum Relative Compaction Is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS JN 99201 Page 8 Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. The recommendations presented in this report are directed toward the protection of only the proposed residence from damage due to slope movement. Predicting the future behavior of steep slopes and the potential effects of development on their stability is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur, resulting in possible loss of ground or damage to the facilities around the proposed residence. This report has been prepared for the exclusive use of Mr. Peter Gadzuk, and his representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is Peter Gadzuk June 10, 1999 expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Test Pit Logs Plate 4 Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. fPIRES 8/17/ qCI J ADDITIONAL SERVICES Respectfully submitted, GEOTECH CONSULTANTS, INC. Scott Stevens Geotechnical Engineer James R. Finley, P.E. lo % Principal JN 99201 Page 9 Job No: 99201 I Date: I June 1999 Logged by:1 SES Plate: 3 ION i t e ..,%. ,I. „pi ;5 -ko N.e 4 ,\0 . N.0 c, 0 Cf' , S ° ' %) WIN S M Topsoil SM GEOTECH CONSULTANTS, INC. TEST PIT 1 - becomes dense to very dense TEST PIT 2 Description Light to dark brown, silty SAND with organics, fine- to medium - grained, moist, loose - becomes medium -dense and gravelly * Test Pit was terminated at 10 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. Description Black to dark brown, silty SAND with organics, fine- to medium - grained, damp to moist, loose (TOPSOIL Light brown, slightly gravelly, silty SAND with organics, fine- to medium - grained, moist, medium -dense - becomes dense to very dense (at 4 feet) * Test Pit was terminated at 8 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT LOG 481x South 146th Street (Lot B) Tukwila, Washington I Job No: 99201 I Date: June 1999 I Logged by: SES Plate: 3 1 0 15 ANOINNO S M SM avr TEST PIT 1 Description Light to dark brown, silty SAND with organics, fine- to medium - grained, moist, loose - becomes medium -dense and gravelly - becomes dense to very dense * Test Pit was terminated at 10 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT 2 Description Topsoil Black to dark brown, silty SAND with organics, fine- to medium - grained, damp to moist, loose (TOPSOIL) Light brown, slightly gravelly, silty SAND with organics, fine- to medium - grained, moist, medium -dense - becomes dense to very dense (at 4 feet) * Test Pit was terminated at 8 feet on May 21, 1999. * No groundwater seepage was observed during excavation. * No caving was observed during excavation. TEST PIT LOG 481x South 146th Street (Lot 8) Tukwila, Washington Job No.+ 99201 Cole: • MAY' 1998 'Scale: N.T.S. I Prole: 4 WASHED ROCK 6 min. BACKF /L L See /ex/ for repuiremen /s Slope bock /ill away from foundation. NONWOVEN GEOTEXT /LE FILTER FABRIC GEOTECH CONSULTANTS --- T/GHTL INE ROOF DRAIN Do not connect to looting drain. • • n .. 4 min. r'v 4" PERFORATED HARD PVC P /PE Inver/ o/ leas/ as /ow as fooling and /or crawl space. Slope to drain Place weepho/es downward. VAPOR BARRIER SLAB FREE -DRAINING SAND /GRAVEL FOOTING DRAIN DETAIL PROPOSED RESIDENCE 481X S, . 146TH ST TUKWILA, WA 214‘144:-t, File: DO) 35mm Drawing# 1 A MIR ENGINEERING, INC. STRUCTURAL. CIVIL CONSULTANTS 700 - 108TH AVENUE N.E.. SUITE 207 BELLEVUE. WASHINGTON. 98004 PHONE (425)452 -8202 FAX (425)452-8928 LATERAL CALCULATIONS FOR GADZUK RESIDENCE AT SOTH 146 ST SEATTLE, WASHINGTON JOB #: 0102011 FEBRUARY 26, 2001 THIS ISA DESIGN FOR THE LATERAL WAD RESISTING SY TEkl ONL }'.THE DESI(;N RESPONSIBILITY OF711ELICENSED ENGINEER IS LIMITED TO THE CONTENTS OF THESE CALCU!_ I TIONS. AND IWL I T ED DR•! I t 1NGS DE IAILS. IT IS , I SSt W.11El) THAT THE BAl1tIICE OF THE DESIGN NOT COVERED BY THESE CAL UL I TIO S IS IN SUBS7iLVTIAL CONFORM: INCI. ;17711 THE APPROPRIATE CODES AND VARIANCE'S WITH NO OPINION EXPRESSED RE(;ARDING THOSE AREAS. 1 COPY 1 EXPIRES 12/141.04 BUILDING CODE : UBC 1997 V w DO CONCRETE • FOOTINGS, WALLS F'c= 3.0 KSI 0 N COLUM F'c= 6.0 KSI 0 F- w �Q PT SLAB F'c= 4.0 KSI W REINFORCING STEEL • FY = 40 KSI 2 O (4 2.0E WS PARALLAM PSL . Fb = 2900 PSI ~O Fv = 290 PSI z E = 2000000 PSI DESIGN CRITERIA Z re 2 a U UO N w LOADS : ROOF DEAD LOAD = 15 FLOOR DEAD LOAD = 15 ROOF LIVE LOAD = 25 FLOOR LIVE LOAD = 40 N u- ROOF TOTAL LOAD = 40 FLOOR TOTAL LOAD = 55 w O OTHER LOADS : WIND LOAD :Ce = .62 TO .84 Cq = 1.3 qs = 16.4 1 =1.00 EXPOS. 13" u- j D. a SEISMIC LOAD : Z = .3 I = I R = 4.5 Ca =0.36 W Z MATERIALS : AMIR ENGINEERING, INC 11 STRUCTURAL. CIVIL CONSULTANTS 700 - 108TH AVENUE N.E.. SUITE 207 BELLEVUE. WASHINGTON. 98004 PHONE (425)452-8202 FAX (425)452 -8926 SAWN LUMBER AS NOTED ON THE DRAWINGS OR IN THE GENERAL NOTES. PLYWOOD (ROOF) : 5/8" CDX W/ 8d NAILS AT 6" O.C. AT DIAPHRAGM BOUNDARIES AND AT PLYWOOD PANELS SUPPORTED EDGES AND AT 12" O.C. FIELD NAILING. PLYWOOD (FLOOR) : 3/4" CDX. W/ 8d NAILS AT 6" O.C. AT DIAPHRAGM BOUNDARIES AND AT PLYWOOD PANELS SUPPORTED EDGES AND AT 10" O.C. FIELD NAILING. MaENGINEERtING, INC. STRUCTURAL. CIVIL CONSULTANTS 700 - 1019TH AVENUE NE SUITE 207 AFLLEVUE. WASFRNOTON- 98004 PHONE 44251452.6202 FAX 14251462-6926 LATERAL ANALYSIS CODE UBC 97 WIND LOADING TOTAL HEIGHT OF BILDING IMPORTANCE FACTOR (Iw) • PRESSURE COEFFICIENT ( Co BASIC WIND SPEED (MPH). STAGNATION PRESSURE (TO= HEIGHT ABOVE AVERAGE LEVEL OF ADJOINING GROUND . GUST FACTOR COEFFICIENT EXPOSURE. WIND FORCES OUST VAC TOR COEFFICIENT • •C•• H E>,. 6 E•Po. C Eve 0 062 106 1 39 15 062 106 20 067 1 13 25 0 119 30 076 1 2 40 0 84 1 31 STORIES LEVELS PRESSURE MOTH l KTAS (!!T) 8sf 31A:4: 16 5 258 155 20 14 3 185 140 170 136 9 155 13.3 140 132 125 132 11 13.2 92 132 73 132 ig?:T - l1 ; 55 132 37 132 18 132 !FIRST I 0 13 2 "H 'CD' B 60 095 1 43 80 104 1 53 P•C.'Cq'as'M RELIABILITY I REDUNDANCY FACTOR GROUND FLOOR AREA INCLUDING OVERHANGS (AD) 'ROM IS SET EQUAL TO ONE 31 5 1 1 3 80 164 E7WU5 • PRESSURE 8 062 132 139 062 13 145 067 143 1S 072 154 t54 076 162 162 084 179 1 73 095 20 3 181 104 22 FIRST FLOOR MAX SHEAR • SHEAR(p() / TOTAL STORY SHEAR • RELIABLE SHEAR IN WALLS' STRIP FORCE (LB) 1010 2579 2035 922 901 883 874 872 969 1066 1066 1066 1066 1066 533 SUM • STORY FORCE (K) 7 67 5 84 1371 2464 so It gt+(_E1 TITlE LATERAL ANALYSIS PROJECT GADZUK RESIDENCE CLIENT JOBS 0102011 DESIGN S T CHECK IINGAI STRIP STORY FORCE FORCE (FT) (LB) (K) S15 2364 51.5 4568 51.5- 2749 12 31 51 1079 51.5, 1054 51.5 1 1033 1023 1021 1156 705 1312 1333 1333 1333 1333 666 SUM • 1936 1437 M 0 040 577 NI DATE FEB 26. 2001 9+E E T NO A &IIR ENGINEERING, INC.1 STRUCTURAL. CIVIL CONSULTANTS 700 - ,06TH AVENUE /1E. SUITE 207 BELLEVUE. WASHINGTON. 96004 PHONE (4251452-6202 FAX 14251452.6926 SEISMIC FARCES IMPR TAME FACTOR(I? 1 DUCTILITY 8 OVERSTRENGTH FACTOR ( R )-= 4.5 SEISMIC COEFFICIENT (Ca) = 0.36 (FOR ZONE 3) V •(1 Ca I W/Ry1 4 = 0 143 W NOTE LOAD FACTOR 1 415 INCLUDED ROOF 42 46 15)• SECOND 44 56 15 SHEAR WALL SCHEDULE SPECIES • .1 ;79;`1 HOEDOWN CAPACITIES WIOTH(71) LEN0114 DEAD WALL INTERIOR WALL WEIGHT • d :, PSF EXTERIOR WALL WEIGHT • e : '!PSF PARTY WALL WEIGHT • PSF FLOOR TO FLOOR DAUG -FIF HEN -FIR USED STUDS C516 1650 1353 1353 2 x MST48 3135 2571 2571 (2) 2 x M5160 4785 3924 3924 (2) 2 x MST72 5800 4756 4756 (2) 2 x 2 MST48 6270 5141 5141 (4) 2 x 2 MS160 9570 7847 7847 (4) 2 x 2 MST 72 12540 10283 10283 (4) 2 x GOVERNING BASE SHEAR IN LONGITUDINAL DIRECTION • GOVERNING BASE SHEAR IN TRANSVERSE DIRECTION • LEVEL TRANSVERSE LONGITUDINAL UNIT PRESSURE UNIT PRESSURE_ ROOF 0 239 0 173 SECOND 0 137 0152 TYPE SHEAR CAPACITY DAUG -FIR HEM -FIR USED VALUES GW1 115 115 115 GW2 145 145 145 GW3 175 175 175 PW1 310 255 255 PW2 460 375 315 PW3 600 490 490 PW4 770 630 577 PWS 620 510 510 PW6 920 155 577 PWT 1200 965 577 PW8 1540 1260 571 OW 1 260 210 210 OW2 380 310 310 OW3 490 400 400 OW4 640 525 525 OWS 760 623 517 OW8 980 805 511 OW/ 1280 1050 511 SHEET TITLE LATERAL ANALYSIS PROJECT GADZUK RESIDENCE CLIENT JOB# 0102011 DESIGN S T CHECK W(X) H(ET) W'H E(K) V LS_] 38 6 20 773 7 6 7 6 616 I1 678 67 143 SUM= 100 2 SUM= 1450 H • HEM - FIR D • DAUGLAS 14 3 SEISMIC GOVERNS 19 WIND GOVERNS SPECIES TYPE FOR THIS PROJECT = H H • HEM -FIR D • DAUGLAS-FIR ROOF DEAD LOAD • FLOOR DEAD LOAD • FLOOR TO FOUNDATION DAUG-FIF HEM -FIR USED STUDS HPAHO22 4570 3747 3747 (2)2x HT722 5250 4305 4305 (2)2x 1108A 6465 5301 5301 (2) 2 x H08A 4x 7460 6117 6117 4 x 11010A 6310 6814 6814 (2) 2 x HDLOA 4x 9540 7823 7823 4 x 11010A 6x 9900 8118 8116 6 x ZHDBA (4) 2x 12930 10603 10603 (4) 2 x 2H010A 16620 13628 13628 (4) 2 x 2HD20A 4x 22160 18171 18171 4 x 2HD20A 6x 26760 21943 21943 64 PSF PSF DATE FES 26 2001 ?EET NO ENGIN_EER_ ING, INC.1 STRUCTURAL- CIVIL CONSULTANT 700 - TOMTIT AVENUE N E.- SUITE 207 REIT E VUr. WASHINGTON. 98004 P,.oNr 14251452-8707 F (4251452.5928 (WALLS SUPPORTING ROOF I SHEAR WALLS IN TRANSVERSE DIRECTION STORY SHEAR PER UNIT WIDTH = MARK DISTANCE RT R2 R3 R4 RS MARK R6 R7 R6 . R10 R6 RIO 25 .. 975 11.5 16 3.5 WAS STCMEN1 M_OVER i T)IGT1 .t ry R1 35 15866 35 R2 6 19094 6 R3 16 20916 18 R4 16 46793 16 R5 19 24741 4 ' Y I • 7 4. 4 ` MARS SEGMENT l ENIi TN (F n 14 4 10 25 12876 9 8 3 5 I RIB WIOTN 0 7375 9 75 8 875 17 75 9 75 2925 21 75 4525 115 TRIO WIDTH (LIFFT) LET) MOVER (LEFT) 4682 0 V ROOF (CONTINUED) SHEAR WALLS IN LONGITUDINAL DIRECTION STORY SHEAR PER UNIT LENGTH 6 7 875 1575 10375 26 75 13 75 43 25 8 25 TRIO WIDTH (F 0 239 kilt SEAR FORCE NOTE SHEATHING IS CONSIDERED ONLY ON ONE SIDE OF THE PARTY WALL OISTN+CE X TRIO WIDTH SEAR FOR SEAR FORCE 1338 3344 R7 8 12290 a - 14': 1 2290 R8, 12 16192 12 0 16192 'R9 T05 21459 10.5 0 21459 4635 4120 1545 •t '4• • 2575 SHEET TITLE t AURAL ANALYSIS PROJECT GADZUKRESIDENCE CLIENT JOB4 0102011 DESIGN S T CHECK LENGTH GEAR SEA TkoIG PARTY STRESS TYPE WALL 1763 ' "'° 3.5 "' 504 2122 =;',8"/ 354 -. MN ....;170? -:' 2331 2 ?` ?; 146 GW..'12. ':;'. '-- 5199 .'... ' 161 ; :,.: 325 OW F4O • . 2749 ';- 19 a':'• 145 ,' OW' .. . NO" MOVER SC3MENT L84T) M RES M_SLM F LPLIFT kVLO0M4 'ten) TYPE (LOFT) (14 (l R1 15866 539 15327 4379 M ST72 19094 864 18230 3038 MS160 20976 6144 14832 927 C516 16793 6144 40649 2541 MS148 5209 704 4505 1126 CSI6 9115 2156 6959 994 C516 5209 704 4505 1126 CSI6 5209 704 4505 1126 CSI6 NOTE NEGATIVE UPLIF T HAS A DOWNWARD DIRECTION AND IS BENEFICIAL FOR STABILITY AT LOWER FLOORS 0 173 411 520 14 ,': 37 1366 ' r 41;4'44 171 1799 T2 t 50 2384 ' ,' y.10.5. ?,;; 227 1431 " %;23 57 MOVER SEGMENT REF T) LENGTH SEAR GEATfID PARTY M PES M_SIAI '(2!)) (t ei2�SLB) STRESS TYPE WALL F _LPL IFT I-EOLOCWN TYPE TUN 864 474 118 CS16 5400 -2056 -206 NO 6016 6274 784 CS16 3456 12736 1061 CS16 2646 18813 1792 MST48 3564 1071 119 CS16 6016 -1896 -237 NO 646 699 233 CS16 1100 1475 295 CS16 WAIL TYPE OW4 OW3 GW3 OW3 OW1 WALL TYPE OW1 OW1 OW l OW2 Owl DATE FEB 26 ?001 1EET NO 7 ',4t*-AffArta61 ' AMIR STRUCTURAL. CIVit. CONSULTANTS 700 - TORTH AVENUE NE. surrr 207 DEL P.VUE w ASHiNOT ON. 96004 PHONE 14251457- 8707 FAX 142E0467-6976 lwAL LS SUPPORTING SECOND 1 SHEAR WALLS IN TRANSVERSE DREG TION STORY SHEAR PER UNIT WIDTH MARK DiS TAM E RI? 11.5 R12 R13 11 205 R1R • 5.5 ENGINEERING, INC.! MARK SEGMENT MOVER T RIR MOVER M_RES LENGTH WIDTH SEGMENT El) B.S.F T) S IT SIS FT) Ri1 • 15 42905 Al2 ' 18 R31 IA R1E • .` 12 48386 59920 87417 SHEAR WALLS IN LONGITUDINAL DIRECTION STORY SHEAR PER UNIT LENGTH • MARX DISTANCE RtS '‘ 4 ' ITAIIIt!r' 3 .. • .C .11/017Er.ill 6 11 625 TR,17=" 23 25 19 2 RIC • ' 44 10 1 /5 MARX SEGMENT MOVER teNoni (IT) 6 6. ; o 875 175 145 29 /6 49 5 15 75 X TRIO WOO. LI IFNI 10740 43069 65336 36944 1.11071.4 a.TEAR FOR 3.1F.A.FI FORCE 59920 32781 • 54636 TR* YVIO T14 AIL .2.. 'q.t.' •"...,• 0 137 lot 1198 0 1763 3900 1985 9 75 2122 5447 2191 17 75 2331 /947 2156 292S 5199 4399 4S25 2749 42905 16725 15317 41508 7767 MST 60 16129 16179 16129 0 152 MI A FOR DEEM OF TOTAL I. WOOL FORCE WALLS WALLS SEAR ABOVE 456 0 520 976 • pi...i 61A7',!. in 1168 6 1366 3915 '..1:1 356 2689 15 75 1799 5940 ' 72O:4;7:74 z9 1517 26 75 2384 3359 4325 1431 MOVER SEGMENT T1 T FOR WALLS ABOVE 24084 14832 50668 2815 1.15760 1956 5433 629 629 629 SHEET TITLE LATERAL ANALYSIS PROJECT GADZUK RESIDENCE CLIENT JOB# 0102011 DESIGN S T CHECK DAF.AR OF WALLS ABOvf MSUIA UAk F_UPLIFT LOP(R 8B/ 8N) 4.81 15243 46069 7678 HOIOA 75405 74608 /461 HDIOA 0 0 TOTN. LETIGThI 3-EAR 15500 15500 15501 15 3875 3875 3875 MRES MSUB M..SLAT FLPLIFT HOLDOLITN 'an) TOPER TYPE 86 -Fl) 691 As /I) ILBI 5370 549 0 4821 1205 HPAH022 5370 549 0 4821 1205 HPAHD22 43069 4159 6274 44584 4053 HT T22 65336 13733 18813 70416 3521 HPAHO22 22167 15141 -495 6531 311 HPAH022 14776 6729 810 8916 637 HPAH022 DATE FEB:F :C•11/ 1 TJE) O*AR DAEATH PARly VALI. STRESS TYPE WALL Pep:: 260 303 497 MOLDOVA TYPE HTT22 HT 122 H I 727 %SAS STRESS NO cren 0w7 ow4 367 OW7! . NO • ON3 SWATH PARTY WALL TYPE WALL TYPE ..,„XTISTOINTILTKPm. OW1 OW3 OW7 OW1 s— .1••■• ••■• ( A/No) (L HALL MIS SECOND FLOOR PLAN Circ. NDR • PA 7 BED Rill/ t ROOF 9ELOw V NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Lb L. - -J Nd°id ja0o lsrd -U t o u1 •• o `; t L t PA t i u z N ./: N _ x 1 F i ` _' WOOb 1V f y Lai...) •4 HPf}HDz2 L p (owe) N 47A tf 022 3OdO • r ■ 3.4' (owl) ki4 Ts 1 Hp/1r1p 7 I H7 T `Z' / 0 DNIN.L9 IK NJH31 - IPA��: 0\ O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N t,4 a _ 7`t MM ENGINEERING, aNC. STRUCTURAL. CIVIL CONSULTANTS 700 - 108TH AVENUE N.E.. SUITE 207 BELLEVUE. WASHINGTON. 98004 PHONE (428) 462 -8202 FAX (426) 462 -8028 �0d Frer ti zit ( 2 S• S 38/2 +- S - 2 ¢: 36o p1?' 600 p/ Z . . M ma:ac 960 ( 2 5. s)h 7 f3 0 3 7 PSI- 7 & x 18 ". 34-00.'-' . 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X //. 5 // 113 6S (e - /k) Vh ictoc z 3 c15 6 (bs cot.- sow /ii PEt • 3 7 f i�: . 4 S(Soo /Iz)(r(. 5 6.4 ?..6 5.g i# (2)eio ) (73o) ) N. G,.. . 5 /eFxl4 /*/ ss I. 4ao . /L/SE F J L- 3 X 11 14"r rn . Cl Zap ENGINEERING, INC. STRUCTURAL. CIVIL CONSULTANTS 700 - 108TH AVENUE N.E.. SUITE 207 BELLEVUE, WASHINGTON, 98004 PHONE (426) 462 -8202 FAX (425) 462 -8026 AMIR .hoot TM. Job No. ( k ,. -c ;,a(i cc T. Pro).et Marl at. .hoot No. . (0 X I I 5-• 5r ( 576 f to t'l -' e p/I P e-enc. Car) 5I►c r I i11L7 OC !7 p/./ x.225 4/ 5 4 - i 2 •- 10.76 57 s 3s 0 2 t. 5 x (0 , ? - 5 to.? / ( LI„t2K (.cluc. - ! t.(', .form t-r.4 J . 5704 )((€1Xr )'f . _.C• (13 Z. 301/(7X (0 627 5 v /4 � for S x ( <t ~ Ix I200 S E PSI-5 (4- 8 / 60C' dao ais pa ..v Iv`/bterk V frvuee. pc_ 1260 rib o s !�.( %. )(ss) 633 p /t 5 o 6e (0_ (6s ) 1 1,15E' P5` 3 /., 9 1 4 'fr �- as I PR i RUS,S I 0 SECOND FLOOR SHEAR WALL ROOF FRAMING m 0 Z — n 0 00 0 73 J DD 33Z) Z I-- r- r 4, PSL 3 fh r l k •(2TPsL -Vx !4 C --+8- • - Ps 74'x1!" -8 S3 -a 1 T J .s 1 4 i I - 4 tS psiSf * xi A - 1 (- _! 9 PSI- x (4 -9 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Prt :ACT Name: _ 6'ozvii Aderess: � 9I 4% %U_ KL)/i.p wry Residential Builc'ng Qermt Number: 1. Prescriptive Option W.S.E.0 Chapter 6, !cnnck budding permit option used). El I. 1 n 0 in. 0 iv. ❑ '�. vi. 0 vit. 0 VIII, 2. House Square Footage (tHSgFt) . S"ny i 3. Hating System instaVed, (check system tyrc Loluvw): 0 a. Electric Resistance /21 ETU /h per sq. ft 0 h. Eiectr,• (torceci air)/24 BTUih per sq. h. A C. Other Fuels (gat:, hem pump)/27 13 Ulh per s:4. 74, fA i ?•b ININEMMINM 4. Equipment: a. Make t Model c. Size in BTU's Di_ _IP 5. Caiculatiorv'HSgFt) :34 © (see line �: acov ,D) BTU /h X 2 7 (aee lint 3 a, b, or c above) 2-a BTU Equipment Maximum 1 ize Mar OS 01 06 :41p PERMIT APPLICATION #: ri9 /9.F ROD E NOVION -ARCIHITECr .2061361-6345 CITY OF TUKWILA Permit Center 6300 Southceiter Boulevard. Suite 1 00. TLkwrla, WA 98188 Telephone: (206; 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 Date: 6_114/zc,/ 0/ P. S H -6 1)0(-061 "Imr 05 01 06:40p ROD E NOVION-ARCHITECT NCrE: Carefully review the requirements of eah ct the optons in the charts below. Prom the :b bit) that reet!; to your heat source, choose the c2t■on that best suits /cu.' Owel'irlig design. 'alazing pe•centage deterrnines whicri :ption to choose. '(cur buitdirra dt;sign mus: match the selecteo option reci.iremeni:; with.:ut exceotions or substitution. Desioil drawings must inc'ice'e all applicable requirerlents f table. HVAC AFUE Glazing max: % of floor tf-value Door U (R-value) Ceilings: with attics vaulted Walls: above grade below grade inferior OR Flcor exterior Slab on grade Approve by: CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I OPT I 0 1 0% 0.70 0.40 (R-2.5) R.30 R-30 R-15 R-15 R-10 R-19 R-10 OPT It 0 elA 21% 0. RlD R.31) •■••••••••••••11111M Selected Oot'on is appropriate !or tnis dwelling des yn. choce. Notes: 68 140 (R-2.5) P..30 R-30 21% 21 0.55 0.40 (8-2.5) H-31 f1-19 10 R-10 R-19 RIC • s Iwo stories Thu symbol means more than cr equal IC; means ;est,' than r,* ezual :e. Glazing traos-ofts may be made it the Optic! i_i-velue it;(1....rernent Is lot xceecci. vE, 0 361-6 3 4 v.3 D. te: 0 74 0.60 0 2.5) P. 3'3 H 30 H-19 ri-19 H-10 R-19 R-10 25% 30% 0,50 0.45 C.40 R-38 R-30 R-19 R-19 R-10 P-25 R-10 Option may be a better 0.4C R-30 R-19 F1-19 R-25 R•10 PLAN REVtEW (tor official use only) _OCATION NiiNIVURM AT .25 1h.,. { M r.IMOOEL r-A" :.ADELCFM (.1 'AI G. 1 KITCt1EN FAN 100 CFM BATHHQON FAN 50 CFM ( 7/a 3ATHRCUM FA`! SO CFM e, THR:i.)M FAN .50 GFM i .ALNDRY eAV 53 CFM, O OIHCLE HOUSE FAN' J 50 CFM I' •2 BEDRCGtiS) (C11C:OSEONE) 0 50 cr1 ('; 6EDROOMS; ' 100 %ern (4 BE 1I OOMS) j.f 5l j 0 spot fan: L vES alpine. shall be the * NO farce( CFM requirement. Q 'Whole house fan also serves as a kitchen or bath if a s•ot fan is designates as a wrcie house fan, the 0 Whole house fan: Location attic fan is cicser than 4' to 0 Whole house fan is Ilstaa Whole house an wiring 0 Whole house fan shat; i CA L I Sone ettirg (< 1.5 i! ceiling) /labeled 'tor Continuous use. for ccntrci routed to central location. run, continuously: Kitchen rate 2`: CFM, bath & • laundry rate 20Ci 41. be used ;,nsteao of a to .35 -.5 ACH, shall •un 0 Integrated forced -air furnace ventilation (IAG Code S. 301.1.2(b)) shall whole house `an and fresh air inlets in the bedrooms: 0 YE3 0 NO J If yes, a 6" outside air inlet duct with damper limiting the verttilati;.,n rate from the building exterior to the furnace return plenum. 'Mechanical ventilation fan ducts shall be - 4" and propeey sized using I.AQC, Table 3.3. 0 Fr •sh air shall be provided for each unit as follows: (IA) Coda, S. 302.6.1): Each bedroom: Tested, screened, controllable, throegr . vain port (-. 4 sq.:n.) to the e 0 Overall living area: One wail bed as specified for bedr )cr -:,s lID Mar 05 01 06:33p ENRC) +: L . nr -L :113/97 RUO E MOVION-ARCHITECT CITY OF TUKWIILA Permit Center 6300 Sotnhcenter Boulevard, Suite 100, Tukwila, WA 98198 Telephone: (206) 431-3670 :2061361 -6345 P• aCTrvrr(';: 0 Central forced air furnace which delivers outside mat eup air through the ducting system. H -15 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must p•ovide specific performance ratings and 'ir the case of the whole house fee) specific "Sone" ratings. Fill ir the exhaust far schedule be;ow w th the fan manufacturer s name. model number and performarc •9 mating. Secondly, checK the criteria tnac applies to your design. a .. Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): NO !,t*NJFACTURER !RAM'VAIERIAL . 1.4 SIZE I U•VALUE AQEAS.F. I 1 I 1 t I I - I Mar 05 01 06:39p WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: t!?!�'�j _.__ (gas, oil, ,;ropane, :eat pump, e.ectrc) 2. WINDOW SCHEDULE: Fill in the wmoaw schedule based .,pon the proposes residential design and calculate the glazing area as % of the corditioned floor a•:a. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage determi which option to choose. Mark option at top of column. (See back of this sheet) L1.N DOW SCHEEXIl E GLAZ1NG'SKYLtGHT$ @ Y_T.XEE TOTAL GLAZING AREA elq ROD E NOV ION- F1RCF+ITECT CITY OF TUKWILA Permit Center 6300 Southoenter Boulevard, Suite 700, Tukwila, WA 98188 Telephone: (2C6) 431 -367C S F. . IOTA: CONGt1IONEO FLOOR AREA 35‘..1:7 S.F. r. 100 (2061361-6a45 p.1 r ACTIVITY # c;tir2. 4 7i 1 C.'14' O H -15 TOTAL 3LAZING AREA 4 4 (ado entire column) • PaOPOSEO GLAZ,NG PERCENTAGE. 2 *% The proposed glazing percentage must :e !ess than or equal to the glazing percentage listed under tr,e prescriptive option that is se;ectted. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -061 DATE: 4 -04 -01 PROJECT NAME: GADZUK RESIDENCE SITE ADDRESS: 4815 SOUTH 146 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter ft______ Response to Correction Letter # 1 Revision If After Permit Is Issued DEPARTMENTS: Building Pivision Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ri TUES /THURS ROUT NG: Please Route Structural Review Required 1-1 No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved I 1 Approved with Conditions Approved with Conditions Fire Prevention n Planning Division I I Permit Coordinator n DUE DATE: 4-5-2001 DATE: 0 Not Applicable DUE DATE 5- 3-2001 Not Approved (attach comments) ri 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: A pry j �? f 0/ Plan Check/Permit Number: DO 1 -06 1 O Response to Incomplete Letter # Eg Response to Correction Letter # 1 O Revision # after Permit is Issued Project Name: GADZUK RESIDENCE Project Address: 4815 South 146 Street Contact Person: Peter Gadzuk Phone Number: Summary of Revision: OA) sire P4 J - LocAr7 ate/ v F 09 it Q PEA s 7 0 ' M fc OT /N6 1�i ?/9in�.S ' Lac)A) sPOoi" D2 '9itis O') tsyy6 &-/ 7 -- Sho,..) s of f"007-ZAGS /3E 4/4s hs FOB DC c 1( Received at the City of Tukwila Permit Center by: in Sierra on 4-0/ APR 0 4 2001 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 03/27/01 z w O 0 N p w (0 IL w w u,.< W O U 0 ww " W z 0 z March 27, 2001 Peter Gadzuk 2024 NE 103rd Seattle, WA 98125 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -061 Gadzuk Residence 4815 South 146th Street Dear Mr. Gadzuk: 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 of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator enci City of Tukwila Department of Community Development Steve Lancaster, Director W File No. D01 -061 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -061 DATE: 4 -04 -01 PROJECT NAME: GADZUK RESIDENCE SITE ADDRESS: 4815 SOUTH 146 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comment : Please Route u+kcxnt Y., • TUES /THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural ev''ew Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions n I I n Planning Division Permit Coordinator n c DUE DATE: 4-5-2001 Not Applicable n No further Review Required DATE: n DUE DATE 5-3-2001 Approved n Approved with Co :"tions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ' tU /fit t DUE DATE Not Approved (attach comments) L REVIEWER'S INITIALS: DATE: PERMIT NO.: ° DOI -• «P BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection • 00050 WSEC Residential • 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines 0 ,+00090 Resteel 00095 Footing Drains 00100 Foundation Footings 2 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space [00400 Shear Wall Nailing ❑ )0450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types [ , 00700 Framing [00750 Roof/Ceiling Insulation 00800 Floor Insulation Er 00801 Wall Insulation CL,00802 Exterior Roof Insulation Fr 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 5a' 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401' Special - Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special - Smoke Control System 477 ofmexer TENANT NAME: S AT :U{< sI Def .4C E 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 __(W0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting 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..." Er 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 Er 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected [r1 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected Er 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit [0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall c, 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 3.2 TMC ❑ Ventilation is required for all new rooms & spaces [rJ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel bunting appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date/ 1d /zL 7 f Date: 4 "0` ACTIVITY NUMBER: D01 -061 DATE: 03 -06 -01 PROJECT NAME: PETER GADZUK SITE ADDRESS: 4815 S 146 SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Original Plan Submittal DEPARTMENTS: Bu'Idin l Division 3 •z3-vl Pu. is ,orks. t orQ 3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: GI bwe. CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved 79ULUUlt [XX' vrf PLAN REVIEW /ROUTING SLIP Incomplete E Structural Review Required Approved with Conditions Approved with Conditions Fire Prevention tion L7 Planni Division Structural r1 Permit Coordinator No further Review Required DATE: DUE DATE: 03-08-01 Not Applicable r DUE DATE 04 -05-01 Not Approved (attach comments) P ACTIVITY NUMBER: D01 -061 PROJECT NAME: PETER GADZUK SITE ADDRESS: 4815 S 146 DATE: 03 -06 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter ti Response to Correction Letter it Revision '[ After Permit Is Issued DEPARTMENTS: Building Division Public Works ..11•1111k DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete' Comments: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review eqi 'red F DATE: CO REVIEWER'S INITIALS: imum, Amor .•o11111••oP APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Y'0.Rt)Iff[ IxK svw I 1 PLAN REVIEW /ROUTING SLIP Incomplete ri Approved wit Fire Prevention Structural C n Planning Division Permit Coordinator C C DUE DATE: 03- -08 -01 Not Applicable n DUE DATE 04-05-01 Not Approved (attac corn -nts) DATE: . 20 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: BUILDING DIVISION REVIEW Date: March 23, 2001 Project Name: PETER GADZUK Application #: D01 -061 Plan Reviewer: Bob Benedicto 1. Provide additional information on the site plan as follows: • Show the proposed termination of the subsoil drain -pipe. Various options are available. See attached U.P.C. requirements. • Show drainpipe for the roof drain termination. Contact Tukwila Public Works Department for specific requirements. • Show deck location on site plan. 2. Note (on plans) or otherwise detail the size of footings required for the deck support posts. Also, note the size of posts and beam. • Page 1 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 U.P.C. APPENDIX M. Washington State Amendments SUBSOIL DRAINS M 1.5 z a Subsoil drains shall be provided around the perimeter of buildings having ct ' basements, cellars, or crawl spaces or floors below grade. Such subsoil drains 6 D may be positioned inside or outside of the footing, shall be of perforated, or o o open - jointed approved drain tile or pipe not less than three (3) inches in w W diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed co recycled glass aggregate, or other approved porous material, With a W o minimum of four (4) inches surrounding the pipe on all sides. Filter media ga ra shall be provided for exterior subsoil piping. N m z � tU a Subsoil drains shall be piped to a storm drain, to an approved water course, o to the front street curb or gutter, or to an alley; or the discharge from the w subsoil drains shall be conveyed to the alley by a concrete gutter. Where a D o co continuously flowing spring or groundwater is encountered, subsoil drains o shall be piped to a storm drain or an approved water course. LU W U a Where it is not possible to convey the drainage by gravity, subsoil drains shall z discharge to an accessible sump pit provided with an approved automatic N electric pump. A sump pit shall be at least fifteen (15) inches in diameter, o x eighteen (18) inches in depth, and provided with a fitted cover. The sump z pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. a Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. ACTIVITY NUMBER: D01 -061 PROJECT NAME: PETER GADZUK SITE ADDRESS: 4815 S 146 DATE: 03 -06 -01 SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP C n Structural Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Revi w Required n No further Review R: quired :113 A fr 4 1 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved [II Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: , KROU (XX VH DUE DATE: 03- -08 -01 DATE: Planning Division Permit Coordinator n n Not Applicable El -- - •M1■11111111110111 DUE DATE 04 -05-01 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) I DATE: ACTIVITY NUMBER: D01 -061 PROJECT NAME: PETER GADZUK SITE ADDRESS: 4815 S 146 SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: /J In PLAN REVIEW /ROUTING SLIP Response to Correction Letter # C C C Fire Prevention Structural Incomplete ( Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n c REVIEWER'S INITIALS: DATE: 03 -06 -01 Planning Division Permit Coordinator DATE: Vt>f 6.1 DUE DATE 04-05-01 Approved r Approved with Conditionsn Not Approved (attach comments) to n DUE DATE: 03-08-01 Not Applicable Ei [n No further Review Required ( I DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -061 DATE: 03 -06 -01 PROJECT NAME: PETER GADZUK SITE ADDRESS: 4815 S 146 SUITE NO: Original Plan Submittal Response to Incomplete Letter If Revision 7{ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS. APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITI CORRECTION DETERMINATION: Approved u UOUJI wx •H PLAN REVIEW /ROUTING SLIP Response to Correction Letter # n Approved with Conditions a Approved with Conditions REVIEWER'S INITIALS: Fire Prevention n Planning Division Structural Incomplete ri C Comments: Permit Coordinator DUE DATE: 03- -08 -01 Not Applicable No further Review Required DATE: 0 ' 6.' 7 - c) / DUE DATE 04-05-01 Not Approved (attach comments) DATE: O ) v Not Approved (attach comments) Pii t.I (: VJ C C C DUE DATE z 1 M w QQ � J U 0 N O LU w 0 D— D O LU �O U� O N O E— w w u'O ..z U 0 FF-- z (Please print or type) Owner's Name GAD 20/c Per e& ti (last. First. MiaMI, Initial) Property Tax I.D. Number Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Building Name of applicable) Property Street Address 9g7,5 s / 7 City, State, Zip / v k&,..& 1 /c. q Owner's Mailing Address 2C 2'( /03 " (If different from / _ j above) (S2w. t; 9k/2r Owner's Phone Number ( ) S - 2.5 4 e Property Contact Phone Number ( 206 Party to be Billed of different from owner) ,1 • - n M"li^nj Address City or Sewer District l/ dk I t/e e Date of Connection Side Sewer Permit # Demolition of pre- existing building? Yes No Type of building demolished? Sewer disconnect date? Please check appropriate box: y Single- family E Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) 4 -Plex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units Mobile home space (1.0 RCE per space) No. of Spaces For condominiums, please fill out Supplemental I certify that the information given is correc and any deviation will require resubmis (057 (Rev. 7/00) Re. _dential Sewer Use CertifiL..cion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034. all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and is currently $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 For King County use: Account # Monthly Rate Six Month Due Residential Customer Equivalent (RCE) Signature of Owner /Representative Print Name of Owner /Representative PE5` rZ f'1 GAD K White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ddition to this form. apacity charge levied will be based on this information etermination of a revised capacity charge. Date Pi/ 7w c 464 72/ Part A: (To Be Completed by Applicant) Purpose of Certificate: N Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: a Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: P ttl GiDZ Ui Phone: Property Address or Approximate Location: yrrLc' s / y6''``' I ry ffWtc. or/ w Legal Description(Attach Map and Legal Description if necessary): L o T $ 0 2 . 5Non7' P L . i 9 7 - L. 9Q - 000 y Part B:. (To Be Completed by Sewer Agenc . 1 g a. Sewer Service will be provided by side sewer connection only to an existing (.O I/ size sewer cn foet -from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2 (Must be completed if 1.b above is checked) ral a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Xi a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: mar "" } F `"� ; '` s. � a. District Connection Charges due prior to connection: L - L - � Ya "'' �� k'� �� - ' c � GFC: $ g c�7C� 4 � SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: By [ 'WORKING TOWARD A BETTER ENVIRONMENT 17 sal 1 SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY ' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that th above sewer agency information is true. This certification shall be valid for one year from he date of si ature •Q ,61 ) s (f.G L'7JZ Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 OAS ) 4t1,1" , Vt.a/ZsCAD Date Hll- CITY OF 7 CWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING AFFC 1/13/00 ss. , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may by waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ��► �t i 41 6 APPLICANT Signed and sworn to before me this l day of , 200 t Y PUBLIC in air tl for the State of Washington, NO residing at H -4 County. Name as commissioned: Pelt__ C.A AQJ\ My commission expires: C- l - 2_ 18.27.090 Exemptions. This chapter , II not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. Z W ce 6 U U N c W -i = H w 2 g Q N � z a I- Ili Z = o W • w O - O H W w u. z W U = H 0 Z z. rn vl LA rn a tt 2f . ' Se , i-i IU? e 1 ROSWi1 :(',cNTR"Ift- ; 7 '1o1p6R,9gy' S'Eprn1 ure ERO$ /oicf �alF i`tToL `cs4iW- CorusisT Rock ,Y)TE' E Itlrnk /y .511.7''r i Td/6 oP «5`L4d:A .ASR &;Rs Not,c/It,VG 07ma srPAO) orI )y Disry g I1{i:R Nor SE ; ' CO r • . H iz .111 ub7 O 411'4 • . PER 1wEm SL rn Air e EPBSI \e wreo4 5s ML t • L3E .. fIULc t . m t l a ' l p * G 0 , S D b i i /Lf SE ..IVTaL • • • a • GRADING ' EROSION CONT1 OL PLA N 48/5 S.1A 2 _ Tukumn WA. ,.. Z Eri y C"C g e'' rn .. . , URIVA W. AY- £r^cT /oN z ' /tcR CKHSO • a- X 14 ,SE 0 r Tn soar'tl 1#0 sc)9 . ; I 5 . » N STOeJ< Pits • raRmack PETER G4Dz u/K SEMITIL E ..1N.:. • :NEw v' ��/2,�i RocKERY - -- ex 5 -7150 8 - iPrY .. A// 7'Y 5'o 4 CUT MAT PJi L WILL. 12 SE USED To f cg FILL PRoPOSE'D RockeRY AND AREA 8EL W MOUSE / SHOL<)1V, HI19TERltAL W /LL RE, USED 7'0 BACk FILL. THE FOOAI tAT /OM A9S P-I'2 GEO tiM EH gEPCRT SUiot rl ,U� s�Z /LDER 7 *t-dicl LIT /-If ` Fikeutt_n N Rosio,$) PR v!as?rioN s�b>IV ° bu7nvc m okinstry.com USer fG�WD DnJ These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a oesubmittal of revised drawings for subsequent, apprqval. Final acceptance is subject to field inspection by the Public Works utilities inspector. 3 - Date: IDy .IS J �� Re, \j .ma Rte_ - �f Iy _ ,GJ .� e. 286$fi' npEKVtous" Rrvet AT `1 ,mow • ;,,, -- 7'"-, .....T..7 - ---.-- ...----- ) f +�^ 'fi - . ...__ ^ ...... * . 7 y , µ , ....i"". CrRRVEG �/ � / �_ � � � TRE.vcd \\I , . _...........,----z"-- , 7/ ---------< .2 -------/- ./ '')/ 7 z <77:"" // G It o °' DRAINAGE eUT/LITY PLAN 4815 S m�= °� TukwrLr� wn. 0 in LOTo OF SHORT Pt!)T' # L99D04M :-- 1 \ 'sc\ 1 '"1 Cr EARIAIG I IN71�t resat BAc-K Trzi • } f N � �� ,i � " rte' / i ''.*-- ■ `‘ 0, I '''' 1 I I I 1 t \,..- .,,'" ,- • • / -„. ))\ - ' t IlrL 17?: \‘,..... ,-, ,,,-- ..„...-- ...... / *\ j ...3 1 I 1 1 1 1 : ,1 1 \ \ \ a , =f;.' :"....,,..,---;,„---- DIRAW ife( 1/' Nary foot /AG 1).26 huS 1 1 70 1ERHiNR / D ' x r' x 2' GR19 v' c TRE,CH As 7 RYA Al of Pc'&iC WaRks el4T Bnck �LEC1. S1=RWICE pipotA,toRrER __ MD rw THe f R@Pr2r 12 poi -o'b) gp 2c �14SE7q�f.�I�� To • S'ouTH / + . PETER GAM Ok .2,02y NE._. ..... -_ /_ 'E WA ct grnj,a 99/E167____ 7s ( 206 52C'208 L6 o f'", /5 16 qs N ACbMe: 4 1"Pvc sronM RPM LIME 70 Sg' RfcVIbdZa TO ,STEEP .61 -OPE NnfE ROOF I0 /Noe P1»'- 0,11 ' peRf/i /110/ - 00 1 40' SIDE SETBACK -2 TABLE 23.45.01A N REQUIRED 5' AVG. PROVIDE 6' -0" MIN. NOT: \MCAT DATUM 15 A55UMEI7, NOTE: IN51RI.1MENTA11ON FOR 11115 5 RVEY WA5 A 5 SECOWD THE0170LI11 ( LEI12 -4I3) AND ELECTPONI 17151ANCE MEA9. ING UNIT, METH0125 USED N THE PERFORMANCE OF M5 51 RVEY EXCEED5 MINIMUM 51PNDA1325 OF WAC 3 32 - 130 -090, 258' ± 1 18' MAX. OVERHANG PROJECTION INTO REQUIRED SETBACKS. INCLUDING GUTTER - TYPICAL ROOF DRAINAGE SHALL NOT BE PERMITTED TO FLOW OVER PUBLIC PROPERTY. ROOF DRAINAGE SHALL BE TIGHTLINED INDEPENDENTLY TO APPROVED DISCHARGE. SEPARATE PERMIT REQUIRED. CONTACT SEATRAN. 258' -- I PP0p05N9 FRONT SETBACK -1 REQUIRED 25' -0" W PROVIDE 25' -0" HE SCALE : 1/16 " =1 -0" 12ESCPIP110N: L01"5 6 ANI215, MOO: 5, ADAMS HOME 1RAC15, ACC-OWING 7011 E PLAT TI- EI;EOF PECOPl2F12 N VOLUME II OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON; EXCEPT 111E NORTH I95 FEE1" OF ITIE WE5I 89 MICE 5AR2 LOF 6; ANP EXCEPT TI-E N012M 262 FEET OF 5A19 LOT 6 LUNG EA5T WF THE WE5189 FFFti 11-EITOF: TOGEllfPWM AN' EASEMENT FOR INaE55, M55 U11LME5 O V E E , war, ALONG AMP ACP05511 WE5f 20 FEET OF 111E NORM 1/5 FEET OF 5A112 LOf 6; ( AL50 KNOWN A5 PARCEL f3, CITY OF III OMLA POMMY MY LINE ANUS NO. L98 -0030, PECOMI7 LfJDEE PECOTZOING NUMIXR 9808251100) DRIVEWAY NOT TO EXCEED 20% SLOPE INCLUDE CREST & SAG 40' PROJECT NOTES OWNER ;PETER & DIANNE GADZUK 2024 NE 124TH ST SEATTLE WA 98125 PH :(206)525 2508 PROJECT NAME: PROJECT ADDRESS: ZONING OCCUPANCY CONSTRUCTION LOT AREA BUILDING AREAS LOT COVERAGE LOT COVERAGE GADZUK RESIDENCE 4815 S 146 TH STREET 98188 SINGLE FAMILY R3 RESIDENTIAL U PARKING GARAGE TYPE VN— SPRINKLERED 32611.2 SF EXISTING: NEW : 2133 SF 2133 : 32611.2 FIRST FLOOR HEATED AREA 1692 SF SECOND FLOOR HEATED AREA 1568 SF GARAGE AREA 441 SF TOTAL HEATED FLOOR AREA GLAZING PERC. 23% HEATING WINDOWS PROJECT ARCHITECT STRUCTURAL ENGINEER 0 6.5% 3560 SF 2133 SF SOILS ENGINEER GEOTECH CONSULANTS INC. 425 -747 8561 SEPARATE ELECTRICAL, MECHANICAL, AND PLUMBING PERMITS. Eiumderstand that the Plan Check approvals are 1 ' , arm; eet to errors and Gillis lions and ar proval of ,plaas not authorize ire violation f any aWtgpted code orardiriance. Receipt o con - Bacttssrepy of approved plans acknowledged. BYd Zu(� Date 0 Permit No FILE COPY SEW :IONS ND CHANGES SCOPE CP t CI V L C <, r UILC!F 7 AL, M.. L's :VJCc tv „Y;.i AL PLAN R;. SEPARATE PERMIT REQUIRED FOR: ' NICAL E LECTRICAL 'I LLIMEING 1'GAS P PING CITY 6P TUKWILA !ALD Vf DiyJslON PG Jr P GAS FURNACE e0 °�Rev� VINYL max. "u” = 0.45 ROD E NOVION AIA (206)361 -6133 AMIR ENGINEERING 425 -452 8202 K? 1 \-03 C;( srAtEOFV E g - ce LC O �= N in ran -nom c N O N O� Q o W Z U oQ LLJ c0 CN CN O J D_ - N (n 0- REGISTERED ARCHITEC 0 FILEIGAOZLK -i'C R l 1. All construction to comply with the 1997 State Energy Code. 2. Fireplaces to have tight fitting flue dampers, outside source for combustion air and tight fitting closeable door. 3. Service water pipes in unheated spaces to be insulated per code. 4. Metal ducts - joints taped, insulated. 5. Openings caulked, sealed or vieatherstripped. 6. Batt insulation- tears, joints sealed with tape. 7. Showers -flow control limit to 2.5 gpm. 8. Hot water heater shall meet NAECA 1987 requirements. 9. All windows to be double glazed- max. "U " =.65 10. All exterior doors to have a max. "U" value of .20. 11. Garage lighting power budget shall not exceed 0.25 watts per sf. 12. Clearances of listed appliances shall be as specified in the listing. 13. Unlisted appliances clearances shall comply with Lime table 3 -A or 3 -B. 14. Plumbing fixtures to comply wi,.h WAC 51 -46 section 4 -2.0 15. toilets 1.6 gallons per flush(Mox.) 16. Lavatories faucets 2.5 GPM(Max.) 17. Clothes dryer to be vented to outside CONTRACTOR NOTES 1. Contractor to physically inspect site prior to commencing any work. Report any discrepancy to architect. 2. All information contained on these documents represent a "basic architectural service" that requires the contractor to be knowledgeable and experienced with all aspects of construction including all building codes and regulations imposed by the city and any other agency having jurisdiction over the project. 3. All information contained on these documents are for permit acquisition and construct purposes only. No other purpose is implied. 4. All work shall comply with the state and local ordinances, and shrill be done to the highest standards of craftsmanship by journeymen of the respective trades. 5. The contractor shall carry all insurance required by law. 6. Safety, care of adjacent properties during construction compliance with local, state, federal regulationS regarding safety on site shall be the contractors responsibility. 7. No deviations from these documents should be made without written approval from architect. Any changes could affect the structural integrity of the structure. 1. All construction to comply with the Uniform Building Code, State Energy Code, and all other applicable regulations and amendments. 1997 UBC with area jurisdiction amendments. 2. Secure all required permits. Call for all required inspections. 3. All footings to bear on firm undisturbed ground, min. 18 inches below finished grade. Refer to soils report if one is available. 4. Contractor to verify existing conditions, verify dimensions, report any discrepancies to architect. No deviations from plans should be made without architects written approval. 5. Provide smoke detectors per UBC 310.9. 110 volts, interconnect. 6. All exterior doors to comply with UBC 1004. Min 1/2 inch throw on dead bolt or dead latch for doors. Visitor observation port for exterior doors. Windows within 10 ft. of grade capable of being locked. All locks must be able to be opened without the use of a key or any special knowledge or effort from inside. 7. Skylights: per UBC 2409.1 25 in. max span for wired and laminated glass with an approved interlayer having a min thickness of 0.030 inch. 34 in. maximum span for tempered glass, minimum thickness 7/32 in. Minimum 4 in. curb required. Screens required with glass other than laminated, wired, or tempered. 8. Safety glazing: per UBC 2406. Wired, temp., laminated safety glass, must meet UBC standard 24 -2. Glazing in or within 24 in. from doors and glazing within 18 in. of floor or walking surface. See code for additional hazardous locations. 9. All wood in contact with concrt. to be pressure treated per UBC 2317.4 10. All nailing per UBC Table 23- II -B -1 , unless otherwise called in plans. 11. Fireblocking, draftstops, and firestops per UBC 708. 12. Ledger connections per UBC tables 23- III -B -1 and 23- ll1 -B -2. 13. Double joist /block under all bearing partitions. 14. Install cross bridging at all joist spans exceeding eight feet. 15. Lumber grades per UBC Table 23- IV -V -1 NORMAL DURATION Joists HF #1 (2x1 0) Fb= 1200 - TJI'S HE #1 (2x12) Fb= 1095 Beams DF #1 Fb= 1300 Posts DF# 1 Fc= 1000 Studs HF #3 Fc= 550 Parallam Beams 2.0E DF PSL Fb= 2900 Plates HF #1 Fb= 1350 16. Soil bearing capacity 2000PSF - REFER TO SOILS REPORT 17. Design Live Loads and Lateral Forces. Roof 25psf Floors 40psf Stairs 100psf Wind 80mph Ce =.62 TO .84, Cq =1.3, qs =16.4, 1 =1.0 Expos B Seismic Zone 1 1 1, Z =.3, 1=1, R =4.5, Ca =0.36 Soil 35 PCF equiv. fluid press. -SOILS REPORT18. Concrete to be min 5 1/2 sack mix, 7/8" aggreg, 5 "maxslump.Fc450psi. F'c= 2,500psi 19. Reinforced steel STM515 grade A40, Fy 40,000psi. 20. Cover for steel Slabs 3/4" Walls 2" from face Footings 3" from bottom of footing. PLAN 1997 UNIFORM BUILDING CODE 1) STAIRS: COMPLY WITH SEC. 1003.3.3 RISE AND RUN PER 1003.3.3.3 EXCEPTION 1; 8" MAX. RISE 9" MIN. RUN. HANDRAILS PROJECT MAX. 3 1/2" EACH SIDE, SEC. 1003.3.3.6 NOT LESS THAN 34" OR MORE THAN 38" ABOVE STAIRNOSING, ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDGRIP: NOT LESS THAN 1 1/4" OR MORE THAN 2" DIA., PROJECT MIN. 1 1/2" FROM WALL. HEADROOM PER 1003.3.3.4 6' -8" MIN., FIRE RESISTANT CONSTRUCTION PER 1003.3.3.9 ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PROTECTED ON ENCLOSED SIDE PER 1 - HR. FIRE RESISTIVE CONSTRUCTION FIRE BLOCK PER 708.2.1-3, CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN, BETWEEN STUDS AND ALONG LINE OF STAIRS AND 708.2.2 FIRE BLOCK CONSTR. 2) SOLID CORE DOOR PER 302.4, EXCEPTION 3, 1 -HR. SEPARATION BETWEEN R -3 / U -1 OCCUPANCY , SELF - CLOSING, TIGHT FITTING SOLID WOOD DOOR, MIN. 1 3/8" THICKNESS, OR SELF - CLOSING, TIGHT FITTING DOOR WITH FIRE PROTECTION RATING NOT LESS THAN 20 MIN. (PART II, UBC STANDARD 7 -2) PERMITTED IN LIEU OF 1 -HR. FIRE ASSEMBLY. 3) TUB / SHOWER NOTES: COMPLY WITH UBC 2512 PER WATER RESISTANT G.W.B., AND TABLE 25 -G: NO VAPOR BARRIER BEHIND WATER RESISTANT G.W.B. SPECIFIED AS BASE FOR TILE ON SHOWER ENCLOSURES, WATER RESISTANT G.W.B. NOT INSTALLED ON CEILING IF FRAMING EXCEEDS 12" OC. 807.12 WALLS AND 807.1.3 SHOWERS: WATERPROOF TO 70" ABOVE DRAIN INLET. SHOWER DOORS PER 2406.4 -5 COMPLY WITH 2406.1, PART 1, UBC STD. 24.2 PER SAFETY GLAZING. FIREBLOCK BETWEEN STUDS. SHOWER FLOW TO 2.5 G.P.M. MAX. 4) CRAWL SPACE ACCESS PER 2306.3, MIN. 18" X 24" UNOBSTRUCTED OPENING 5) ATTIC ACCESS PER 1505.1, 22" X 30" MIN. OPENING, 30" MIN. CLEAR HEADROOM. 6) FIREPLACE PER 3102.5, FACTORY -BUILT CHIMNEYS AND FIREPLACES. U -L APPROVED, LABELED AND INSTALLED PER MANUFACTURER SPECIFICATIONS AND U.M.C. 503, METAL CHIMNEYS PER 3102.6, ANCHORED AT EACH FLOOR AND ROOF WITH 2 - 1 1/2" X 1/8" METAL STRAPS LOOPED AROUND OUTSIDE OF CHIMNEY INSTALLATION AND NAILED WITH NOT LESS THAN SIX(6) 8d NAILS PER STRAP EACH JOIST. FIRE BLOCK PER 708.2.1 - 4, 5 AND 708.2.2 FIREBLOCK CONSTRUCTION, OPENING AT CHIMNEY, FIREPLACES AT CEILING AND FLOOR LEVELS, ATTIC SPACES AND CHIMNEY CHASES. MEET UBC CHAPTER 31, AND ALL OTHER CONDITIONS NOT NOTED HERE. 7) GUARD RAILS PER SEC. 509 AND TABLE 16 -B. HEIGHT PER 509.2 EXCEPT 1: 36" HGHT, OPENING PER 509.3, 4" MAX. SPACE UNDER RAILS 509.3 EXCEPTION 2: TRIANGULAR OPENINGS AT RISER, TREAD, BOTTOM ELEMENT OF RAIL, 6" MAXIMUM. 8) FIREPROTECTION PER 302.4 EXCEPTION 3: 1 - HR SEPARATION BETWEEN GROUP R, DIVISION 3 / GROUP U OCCUPANCIES, ON GARAGE SIDE - 5/8" TYPE "X" AT WALLS, CEILING, WRAP BEAMS AND POSTS TYP. 9) HOT WATER HEATER SHALL MEET NAECA 1987 REQUIREMENTS AND BE SO LABELED, ELECTRIC HOT WATER HEATER IN UNHEATED SPACES SHALL BE PLACED ON INCOMPRESSIBLE R -10 SURFACE. PROVIDE SEISMIC STRAPS PER 303.4 U.M.C. STRAP TO STUDS. 10) EMERGENCY EGRESS PER 310.4, MIN. NET CLEAR OPENABLE AREA OF 5.7 SO. FT. , NET CLEAR HEIGHT 24" MIN., MIN. NET CLEAR OPENABLE WIDTH 20 ", SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 11) SMOKE DETECTORS PER 310.9, PROVIDE PERMANENT POWER SOURCE WITHOUT DISCONNECTING SWITCH WITH BATTERY BACKUP PER 310.9.1.3. LOCATION PER 310.9.1.4, EACH SLEEPING ROOM AND POINT CENTRALLY LOCATED IN CORRIDOR AND IN ACCORDANCE WITH APPROVED MANUF'R INSTRUCTIONS. 12) INDIVIDUAL ROOM OUTSIDE AIR INLETS PER ItMC 15,103 (h) B - SHALL HAVE CONTROLLABLE AND SECURE OPENING NOT LESS THAN 4 SO. INCHES. TESTED BY NAT. RECOGNIZED STANDARD OR APPROVED AGENCY LOCATED SO AS NOT TO TAKE AIR FROM FOLLOWING: CLOSER THAN 10' FROM APPLIANCE VENT OUTLET (UNLESS VENT IS 3' -0" ABOVE INLET) WHERE IT WOULD PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS, HAZARDOUS OR UNSANITARY LOCATIONS. DOI-01o( Ci\ 1034 A �} AFR �` nn " KaiD REVISbN DATE ,- ` CC. 09 co 01 I � 02 O = N Ln o u_ Q u `nW�� � z U op w Co w� O O N O G IC Cr_ Rs N (n EL FII.E;GAPZLK 001 SMOKE DETECTOR EXAUST FAN ® WHOLE HOUSE FAN 110 VOLT- INTERCONNECTED - BATTERY BACKUP F.AN CAPABLE OF FIVE NR CHANGES PER HOUR VENT DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID. NON ABSORBENT DUCTS, 5 MINIMUM DISTANCE FROM VENT WINDOW. KITCHEN 100CFM MINIMUM BATHROOM SOCFM MINIMUM EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED. WITH BACKDRAFT DAMPERS ALL VENTILATION MUST COMPLY WITH THE 1997 WASHINGTON VENTILATION AND INDOOR AIR OUATJTY. PRESCRIPTIVE METHOD -TABLE 3 -2 3 BEDROOM -80CFM MIN /120. MAX BROAN 5110 -- CONNECT TO 24 HOUR TIMER. 15 MAX SONE RATING AT 0.1' WATER GAUGE FRESH NR SUPPLY THROUGH WINDOW PORT 6050 18' -0" 17' -9" 11' -3" 6' -3" 2050 50' -0" 7070 13' -71" 50' -0" 5' -0" 3050 GAS FIREPLACE DIRECT VENT PROVIDE 6 SQUARE INCH OUTSIDE COMBUSTION AIR 5 GREAT ROO 1 F RST LOQR 1/4”=1'_ GAS U.L. FURNACE AND HWT TANK MOUNT ON PLATFORM 18" ABOVE SLAB PROVIDE SEISMIC ANCHORAGE MIN. TWO STRAPS PROTECT FROM AUTO IMPACT PROVIDE 6 FRESH' AIR DUCT TO FURNACE 2026 5 -0" 32' -3 P 2( - 0 7070 13' -72" _AN a r DRII{EWAY I SECOND FL OVER 5/8" TYPE "X" PLASTERBOARD- TYPICAL SEPARATION.BETWEEN GARAGE AND DWELLING WRAP POSTS AND BEAMS WITH 5/8" TYPE "X" n • LI 'DOI Not Zr- UT 0Cr )� CO = N 0 CV NGO Q g v W CO WJO W = 4' -9" CL f� N (/) Q_ REVISION BASE , BY 997 APR ti GLAZING SCHEDULE LOCATION FIRST FLOOR KITCHEN 6050 30 KITCHEN 6050 30 GREAT ROOIv1 5068 33.3 GREAT ROOM 5020 10 GREAT ROOM 7070 49 GREAT ROOM 7070 49 GREAT ROOM 7070 49 DINING ROOM 6068 40 DINING ROOM 6020 12 DINING ROOM 6070 42 SINGLE HUNG SINGLE HUNG SLIDE DOOR SAFETY G -1X TRANSOM SINGLE HUNG SINGLE HUNG SINGLE HUNG SLIDE DOOR FIX TRANSOM SINGLE HUNG BATH 2050 10 AWNING HALL 3050 15 SINGLE HUNG GARAGE 2026 AWNING ENTRY 3020 6 FIX TRANSOM ENTRY 1678 11.5 FIX SAFETY GL ENTRY 1678 11.5 FIX SAFETY GL SECOND FLOOR OFFICE 6050 30.0 SINGLE HUNG OFFICE 6050 30.0 SINGLE HUNG LAUNDRY 5040 20 SINGLE HUNG BED ROOM 6050 30.0 SINGLE HUNG BED ROOM 7050 35 SINGLE HUNG BED ROOM 7050 35 SINGLE HUNG SUITE 6050 30.0 SINGLE HUNG SUITE 6050 30.0 SINGLE HUNG SUITE 3050 15 - CORNER UNIT SUITE 3050 15 CORNER UNIT SUITE 6050 30.0 SINGLE HUNG BATH 5040 20 SINGLE HUNG SAFETY BATH 5040 20 SINGLE HUNG SAFETY BATH 2030 6 AWNING SKY WINDOW 10080 80 FIX SAFETY GL TOTAL GLASS AREA 824.3 SF TOTAL HEATED AREA GLAZING PERC. 23% GAS FURNACE OPTION VI GLASS - VINYL WINDOWS MAX. "u"=.45 3560 SF GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY I I SWING DOOR OUTWARD SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY MARKED -UBC 2406.2 9' -3" 3' -3 8' -3" 10 14' -6 17' -9" 46' -0" SCOND F 2' -0" ROOF BELOW © SMOKE DETECTOR EXAUST FAN TEE WHOLE HOUSE FAN TIP BDRM WINDOW TO COMPLY WITH UBC 310.4 EMERGENCY EGRESS 5.7 SF MINIMUM NET OPENING 20 IN. MINIMUM CLEAR 2p 24 CLEAR OPEN HEIGHT HP EIGHT MAXIMUM SILL SUUOTE 2030 6050 ROOF BELOW 10' SKY WINDOW BED RM 49' -0" 8' -0" OFFICE WI BED O1l 7050 7050 12' -9" 5' -9" 10' -9" LAUNDRY 1)01 0401 110 VOLT— INTERCONNECTED— BATTERY BACKUP FAN CAPABLE OF EWE AIR CHANGES PER HOUR VENT DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID. NON ABSORBENT DUCTS. 5 MINIMUM DISTANCE FROM VENT T'PTTDOLV: KITCHEN 100CFM MINIMUM BATHROOM 5OCFM MINIMUM EXHAUST DUCTS sal TERMINATE OUTSIDE THE BUIL AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS ALL VENTILATION MUST COMPLY WITH THE 1991 WASHINGTON VENTILATION AND INDOOR AIR QUALITY. PRESCRIPTIVE METHOD —TABLE 3 -2 3 BEDROOM —BOGEN MIN /I20CRT MAX BROAM SI TO-- COTINECT TO 24 HOUR TIMER. 1.5 MAX SONE RATING AT 0.1' WATER GAUGE FRESH AIR SUPPLY THROUGH WINDOW PORT pOR 1 nW HAILO REVISOR 041E1 69 67 4° REGISTERED ARCHITECT 1 ODRIGO E RORtON STATE0FwAsmuDTD,, L � ` --- '- Sneer FII ICW7ZtK- 1'016R o �a � o 0 A'ao4 L yr, 4 1 5 -41 PAD o E(IST oa SECOND FL LPIPL OQ o a D � D o � RIDGE347.0 TOP PLATE335.5 3 1 5 5 v i 4.0 ADE3118.0 TOP PI 4E335.5 E it SECOND r L 3216 � h ) HOST FL LEVEL 315.5 EXIST GRADE315.8 11 eeeee FIN GRADE314.0 RIDGE347.0 SAGE -LEVEL -1-4.0 NORTh ELEVATON 12 14 WEST ELEMTION EXIST GRADE315.8 �LEVEL314.0 -IN GRADE314.0 12 S ri D oo O N in Q w �� Z o c,-=).5 W CO 4 O C7 V c\I O f Q D 0- rc=m-.N u) a_ J \ i w F7 ; Pam 00 � ro FIRST FL LEVEL 314.5 EXIST GRADE314.8 FIN GRADE314.0 1)0 �~ A PR 17 'M@\ L \--- astern 1 Sheet Q I7 TOP PLATE335.5 FIN GRADE314.0 EXIST GRADE313.5 RIDGE347.0 12 EAST E _EVAT RIDGE347.0 TOP PLATE335.5 SECOND FL LEVEL326.5 FIRST FL LEVEL 315.5 FIN GRAD751 '.Q' EXIS1 GRADES] 4.8 I I I I I I Wi n, FIN GRADE314.0 EXIST CRADE308.0 SO UTh LLEVATION 12 N V a��A Da ' ? a d 1 - ° 1 1 046 1 FI ►i GR1 314.0 EXIST GR' DOS - bl, N RBASIOU DATE Shext TE Q c(-=■cn oO = N 0 F - co Cr 0 Q N �1W NCO U � oa W Co _ J O CO < �-' O�ow CL (Z, N CO CO BEAMS & HEADER POSTS EXTERIOR BEARING PARTRION INTERIOR BEARING PARTITION SHEAR WALL FOOTRNG �2•Xz xl� ® I_ — 4 x/0 PT REAM 18' -0" LEVE 11' -3" 50' -0" 32'- 20' -9" SLAB ON GRADE HOEDOWN AT BASE OF WALL TO TOP OF WALL BELOW OR FOUNDATION / SLAB 2310 P. JOISTS @ 24" I 13> 2X5TLIDS UNO 216 STUDS ® 16" OC ISP LINO FIRST FLOOR 204 STUDS UNO SECOND FLOOR 2X4 STUDS LINO 1212X10 LINO- 6X6 HEADERS AT WINDOWS THIRD FLOOR i i 50' -0" FOUNDAT ON PLAN c8 0 0 0 N 0 0- 0 IN) 0 poi - o C `i :IF APR 17 ::Y 4997 V traFVwsTTwcuave fG O9 FII.0I(JPZLK- F01M HPAHD22 PROVIDE DOUBLE JOIST UNDER WINDOW POSTS TYP. @ CATILEVERS 14" TJI'S @ 16" O.C. MST60 OW -1 14" TJI'S @ 16" O.C. MST60 H1122 OW -3 MST60 3 h HPAHD22 I, HTT22 v PSL 3 1/2 "X11 1/4" B8 0 o / HP OW-1 D UT - -1 PSL 3 1/2X9 1/4 OW -1 HPAHD22 HPAHD22 HD10A X HD10A HD10A HD10A HPAHD22 © OW -2 OW -1 m IF no I I HTT22 I HP11[1022 1 L HTT2 HTT22 1 HTT22 N • 1 m X X OW -1 PSL 5 1/4 "414" 1 eo — Gn ▪ HTT221 HPAHD22 BEAMS & HEADER ▪ POSTS EXTERIOR BEARING PARTITION INTERIOR BEARING PARTITION SHEAR WALL HPAHD22 CS16 N I HPAHD22 FR T F =0OR SHEAR ALL S , C)NE) FLOOR FRAM NG HOLDOWN AT BASE OF WALL TO TOP OF WALL BELOW OR FOUNDATION / SLAB H- p <3> 2XSTUDS UNO 2X6 STUDS A TO OC TYP ONO FIRST FLOOR 3X4 STUDS NO SECOND FLOOR 2X4 STUDS UNO THIRD FLOOR 204 STUDS LAO ROOF AREA 2380 SF REQ'D VENTILATION 2380 300 = 7.9 SF =1138 SI PROPOSED SOFFIT VENTS - 212.5 LE : 2 = 106 BAYS 01051 = 106051 RIDGE VENTS - 56LF X 12 SI /LE = 648 SI TOTAL PROVIDED 1708 SI GIRDER TRUSS MST72 MST72 <2>2010 LAO- 6X6 HEADERS AT WINDOWS THIRD FLOOR CS16 ROOF FRAM NG SECON3 FLOOR SHEAR WALL 1)01-- o4 LONE BELOW TL APR 17 LTD . NCTLD Izn0. lR�SQ E MINION t STATEOFWASHINGTOA F1.R;G/VZIITE tR STAIR CONSTRUCTION 1 1/2" PIPE HANDRAIL MOUNT 1 1/2" FROM WALL INTERIOR RAIL TO BE CONTINUOS. EXTERIOR HAND RAIL TO EXTEND 12" BEYOND TOP F: 23" BEYOND BOTTOM RISERS 6' -8" MIN. HEAD CLEARANCE. 1 1/4" PLYWOOD. TREAD GLUE 3/4" PLYWOOD RISER GLUE 2X12 STRINGERS @ 12" O.C. 1X12 APRON PROVIDE AIN. 5/8" GYP.@ USABLE ENCLOSED SPACE UNDER STAIRS 2X6 PRESSURE TREAT. PLATE 5/8 %10 ANCHOR BOLT WITH WASHER 2X2X3 /IE AT 48" O.C. MAX 12" FROM CORNER 7" MIN EMBED III ALL WOOD IN CONTAIN II WITH CONCRETE TO RE f PRESSURE TREATED [11 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE. TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD –SPAN RATE 32/16' PREFAB TRUSSES @ 24" O.C. R-38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d © 6" O.C. EDGE NAIL 8d A 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) WIND BAFFLE MIN. 1" CLEAR FOR AIR CIRCULATION INCLUDING BLOCKING METAL GUTTER 2X8 CLR CEDAR FACIA CEDAR SOFFITS 2" CONT. SCREENED VENTS SEE DETAIL ROOF FLASHING PROVIDE VALLEY FLASHING PER UBC 1508 , ND FLASHING AT ROOF JUNCTIONS WITH VERTICAL SURFACES PER UBC 1509 I/ 'L 4' ,ENT BAFFLES AT THE EALES(RIGID MATERIAL),RESISTANCE TO WIND DRIVEN MOISTURE AT LEAST 6" ABOVE NORCO MPRESSED INSULATION AND 12" ABOVE LOOSE "ILL INSULATION- 502.1.4.5 (2)2X1D HEADER TYPICAL OVER BEARING OPENINGS UNLESS OTHER SPECIFIED K rn L__ 1 /2 " -1 COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD –SPAN RATE 32/16 PREFAB TRUSSES @ 24" O.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d @ 6" O.C. EDGE NAIL 8d @ 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) WIND BAFFLE MIN. 1" CLEAR FOR AIR CIRCULATION INCLUDING BLOCKING METAL GUTTER 2X8 CLR CEDAR FACIA CEDAR SOFFITS 2" CONT. SCREENED VENTS SEE DETAIL ROOF FLASHING PROVIDE VALLEY FLASHING PER UBC 1508 AND FLASHING AT ROOF JUNCTIONS WITH VERTICAL SURFACES PER UBC 1509 2X6 PRESSURE TREATED PLATE 5/8X10 ANCHOR BOLT WITH WASHER 2X2X3/16 AT 48" C_.C. MAX. 12" FROM CORNER 7" MIN EMBED ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED VENT BAFFLES AT THE EAVES(RIGID MATERIAL),RESISTANCE TO WIND DRIVEN MOISTURE AT LEAST 6" ABOVE NONCOMPRESSED INSULATION AND 12' ABOVE LOOSE FILL INSULATION. 502.1.4.5 (2)2010 HEADER TYPICAL OVER BEARING OPENINGS UNLESS OTHER SPECIFIED 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE TO APPROVED' DISCHARGE 4" RND PERF. PLASTIC _ _ — FOOTING DRAIN AS SHOWN O WRAP IN ALTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE 'T1711� nl_ SIDING 15# FELT 1/2" CDX PW. 2X6 STUDS @ 16" O.C. R -19 RATE INSULATION 1/2" G.W.B. TYPE WALL SHEATH NAILING – UNO 8d 0 6" O.C. EDGE NAIL 8d @ 12" O.C. FIELD NAIL ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF PER UBC 1402.2 ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER FINISH FLOORING 3/4" TAG PLYWOOD (GLUE A NAIL) 2X @ 16" O.C. – SEE FRAMING PLAN R -19 BATT INSULATION OVER UNHEATED 1/2" GWB �) 1— � 00 �. DE CA �uL � 0 O N 0 Q �,w n z voa w � C O Lj = 0_ (oZ N (f) o APR i 7 DI)1 1OftAI REnswK DgE r 4937 RODRIIGO E. EJBVE0?f 1 L - - STATEGFIX1aZZ..:,,s 0 COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD —SPAN RATE 32/16 PREFAB TRUSSES © 24" O.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d © 6" O.C. EDGE NAIL 8d © 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) WIND BAFFLE MIN. 1" CLEAR FOR AIR CIRCULATION INCLUDING BLOCKING METAL GUTTER 2X8 CLR CEDAR FACIA CEDAR SOFFITS 2" CONT. SCREENED VENTS SEE DETAIL ROOF FLASHING PROVIDE VALLEY FLASHING PER UBC 1508 AND FLASHING AT ROOF JUNCTIONS WITH VERTICAL SURFACES PER UBC 1509 10 1 Ii I I 2X6 PRESSURE TREATED PLATE 5 /8X10 ANCHOR BOLT WITH WASHER 2X2X3/16 AT 48" 0.0. MAX. 12" FROM CORNER 7" MIN EMBED ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED VENT BAFFLES AT THE EAVES(RIGID MATERIAL),RESISTANCE TO WIND DRIVEN MOISTURE AT LEAST 6" ABOVE NONCOMPRESSED INSULATION AND 12" ABOVE LOOSE FILL INSULATION. 502.1 4.5 (2)2010 HEADER TYPICAL OVER BEARING OPENINGS UNLESS OTHER SPECIFIED 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE 00 °�� 1/2 =1'- 1954 15' = '611 It{UOUO.FTa7IB V/1111 :•IE- U- tV_1"4W F�1`I'. 1- -t s! 454a Ac4 L.4ritit - =I.;}:_ 1 NIL 10 W>Tdsi/ COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD —SPAN RATE 32/16 PREFAB. TRUSSES 0 24" 0.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING Dd ® 6" O.C. EDGE NAIL 8d O 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) WIND BAFFLE MIN. 1" CLEAR FOR AIR CIRCULATION INCLUDING BLOCKING METAL GUTTER 2X8 CLR CEDAR FACIA CEDAR SOFFITS 2" CONT. SCREENED VENTS SEE DETAIL ROOF FLASHING PROVIDE VALLEY FLASHING PER UBC 1508 AND FLASHING AT ROOF JUNCTIONS WITH VERTICAL SURFACES PER UBC 1509 e M II - 8I H 2 O 0 4 " 10i -o10 t Y • VENT BAFFLES AT THE EAVES(RIGID MATERIAL),RESISTANCE TO WIND DRIVEN MOISTURE AT LEAST 6•' ABOVE NONCOMPRESSED INSULATION AND 12" ABOVE LOOSE FILL INSULATION. 502.1.4.5 (2)2510 HEADER TYPICAL OVER BEARING OPENINGS UNLESS OTHER SPECIFIED SIDING 15# FELT 1/2" CDX PW. 2X6 STUDS CJ 16'" O.C. R -19 BATT INSULATION 1/2" G.W.B. TYPE WALL SHEATH NAILING — UNO 8d 0 6" O.C. EDGE NAIL 8d © 12" O.C. FIELD NAIL ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF PER UBC 1402.2 ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER FINISH FLOORING 3/4" TAG PLYWOOD (GLUE & NAIL) 2X 0 16" O.C. — SEE FRAMING PLAN R -19 BATT INSULATION OVER UNHEATED 1/2" GWB >I� f FIL(ElUI2ZLK T 0 DI (n CO LO CD :E R N [( N 6T O Q u7 Lc] LN Z c) c= 4 w CD W I __ O CY O LLI = �IV1IH u- a_ FOO T DNO I COLUMN 17 BEAN N CONNnJL CT FOOT & RE NF PER Ak WOOD BEAM SIMPSON PC COLUMN CAP WOOD COLUMN SIMPSON LCB COLUMN BASE 3 CEO 00 M 0 WALL. ©Oo MSMMMMO 2X6 PRESSURE TREATED PLATE 5/8510 ANCHOR BOLT WITH WASHER 2X2X3/16 AT 48" O.C. MAX. 12" FROM CORNER 7" MIN EMBED ALL WOOD IN. CONTACT WITH CONCRETE TO BE PRESSURE TREATED GARAGE SLAB 1. # 4'S @ 24" O.C. VERTICAL. & HORIZ. 2 # 4'5 2 4'S CRAWL SPACE 6 MIL VISQUEEN 1® FOUND/SLAB COMM ° C� ARA OCR 4" CONCRETE SLAB W 6X6 W 1.4X1A WWM LAP ONE MESH VAPOR BARRIER 6" MIN, GRAVEL PROVIDE CONTROL JOINTS ANCHOR BOLT A WASHER' 2X6 PRESSURE TREATED PLATE 5/8X10 ANCHOR BOLT W /WASHER 2 "X2 X3/16" AT 48" O.C. MAX. 12" FROM CORNER r MIN. EMBED. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED LAB CONSTRUCT ARA OCR DOOR 4" CONCRETE SLAB W 6X6 W 1.451.4 WWM LAP ONE MESH VAPOR BARRIER 6" MIN. GRAVEL PROVIDE CONTROL JOINTS FOOT'G. REINF. (2)3 # 4'S CONT. THICK SLAB AT DOORS SLOPE CONT. FTG. UNDER GARAGE DOOR COW. G=OO OO AID © C OONSTU'3MCTi DOO CN PACE x ONTINUOU`. RS AT D0 FOOTIN1 TOM CRAWL S 6 MIL VISQUEEN '. 18 "X15 "C 3 #4 BA 6X8 BEAM , SIMPSON AC POST CAP 4X6- POST SIMPSON CB POST BASE 7 ORTIEROOR WALL I TRUSS CONSTD'3MCTDOO M SIMPSON STC ROOF TRUSS CLIP TYPICAL NON BEARING WALL ATTACHMENT TO TRUSS - SEE CATALOG FOR INSTALLATION OF STC CLIPS AND DRYWALL.. STOPS DM_LD3DOO G3 WALL I FLOOR O O I CONSTRUCTION ° UCTDOO G I FINISH FLOORING 3/4" T &G PLYWOOD (GLUE & NAIL) 2X 10 0 16 O.C. SEE FRAMING PLAN 1/2 GWB TYPE SUB FIOOR NAILING 10d @. 6" O.C. EDGE NAIL 10d 0 18" O.C. FACE NAIL 1/2" PLASTERBOARD 2X4 STUDS @ 16" O.C. 1/2" PLASTERBOARD STAR G°QDG°3 C OO NSTRMC5 DOO nM STAIR CONSTRUCTION 1 1/2" PIPE HANDRAIL MOUNT 1 1/2" FROM WALL INTERIOR RAIL TO BE CONTINUOS. EXTERIOR HAND RAIL TO. EXTEND. 12" BEYOND TOP & 23" BEYOND BOTTOM RISERS 6' -8 MIN. HEAD' CLEARANCE. 1 1/4" .PLYWOOD. TREAD GLUE 3/4" PLYWOOD RISER GLUE 2X12 STRINGERS @ 12" O.C. 1X12 APRON PROVIDE MIN. 5/8" GYP.@ USABLE ENCLOSED SPACE UNDER STAIRS 90# FELT SIMPSON ANGLE BRACKET SIMPSON LS ANGLE(S) 2X4 STIFFNER SIMPSON HUSC 210 HANGER ROOF CONSTRUCTION COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD -SPAN RATE 32/16 PREFAB TRUSSES W 24" O.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d 0 6" O.C. EDGE NAIL 8d @ 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) WIND BAFFLE MIN. 1" CLEAR FOR AIR CIRCULATION INCLUDING BLOCKING METAL GUTTER 2X8 CLR CEDAR FACIA CEDAR SOFFITS 2" CONT. SCREENED VENTS SEE DETAL ROOF Fl ASHING PROVIDE .ALLEY FLASHING PER UBC 1508 AND FLASHING AT ROOF JUNCTIONS WITH VERTICAL SURFACES PER ABC 1509 VENT BAFFLES AT THE EAVES(RIGID MATERIAL),RESISTANCE TO WIND DRIVEN MOISTURE AT LEAST 6" ABOVE NONCOMPRESSED INSULATION AND 12" ABOVE LOOSE FILL INSULATION. 502.1.4.5 (2)2510 HEADER TYPICAL OVER BEARING OPENINGS UNLESS OTHER SPECIFIED 1" AIR SPACE MIN. 11� "Al FULL VENT 111 `J BLOCK a SIMPSON H.5 \` TIES @ 48" O.C. WALL ©ONSTRU©1DOa SIDING 15# FELT 1/2" CDX PW. 2X6 STUDS @ 16" O.C. R -19 BATT INSULATION 1/2" G.W.B. TYPE WALL 'SHEATH NAILING - UNO 8d @ 6" O.C. EDGE NAIL 8d @ 12" O.C. FIELD NAIL ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF PER UBC 1402.2 ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER SOLE PLATE TO RIM. 16 d016" ALL NAILING PER UBC TABLE 23- 11 -B -1 s � ;;;; _ e TOP PLATE TO STUD (2)16d SOLE PLATE TO STUD (2)16d (END NAIL) RIM JOIST TO TOP PLATE -TOE NAIL. Bd 016" O.C. FLOOR R OOaSTRUCTDOO N FINISH FLOORING 3/4 TWO PLYWOOD (GLUE & NAIL) 2X @ 16" O.C. - SEE FRAMING R -19 BATT INSULATION OVER UNHEATED 1/2 GWB PLAN J 16d NAILS @ 8" I� 8d TOE NAILS @ 6" OG 1)Dt ft-elo 1 I OOTDN0 I FLOOR 6 WALL CONSTRUCTDON EXTERIOR JOINTS AT OPENINGS SUCH AS DOORS, WINDOWS. BETWEEN WALLS AND FOUNDATION, BETWEEN WALL AND ROOF, SHALL BE SEALED. CAULKED. GASKETED OR WATHERSTRIPPED TO LIMIT AIR LEAKAGE PER WSEC 502.4.3 2X6 PRESSURE TREATED PLATE 5/8X10 ANCHOR BOLT WITH WASHER 20253/10 AT 48" O.C. MAX. 12" FROM CORNER , 7" MIN EMBED ALL. WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH. LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE CRAWL SPAC 6 MIL VISOUE N # 4'S @. 24" O.C. VERTICAL. & HORIZ. • • 1 2 # 4'S TOP & BOTTOM GRADE III I. II 1 1 z REVISION ORE 8Y WI.O 3 /OT AT ovl sp 3 /OS REGISTERED ARCl1IIECT :1 R[GQ E 00111 4 1 STRTEOFW. !ff. LN Ca LiI` T APR I7 =r AS NOILD rII.EIGNTZI.K 0 N SHEAR WALL SCHEDULE MARK EXTA FATHING ON BLKG READ ? BL CK NG A TO TOP PLATES O F PLATE JOIST OR BLOCKING ANCHOR7) BOLT SPACINGS ALLOW. SHEAR SPECIAL NOTES APE EDGE NAILING TYPE EDGE NAILING WIND SEISMIC COL.1 COL.2 COL.3 COL.4 COL.5 COL.6 COL.7 COL.8 COL.9 COL.10 COL.10 GW -1 GWB 7" GWB 7" 2x4 A35 @20" 16d@6" 45" 230 115 3 GW -2 GWB 4" GWB 4" 2x4 A35 016" (2)16d @10" 36" 290 145 3 GW -3 GWB 4" GWB 4" 2x4 A35 @12" (2)16d@8" 30" 350 175 3 PW -i PWD 6" - - 2x4 A35 @14" 16d @5" 32" 310 310 - PW -2 PWD 4" - - 3x4 A35 @10" (2)16d @7" (2)16d @5" 22" 12" 460 600 460 600 14 14 PW -3 PWD 3" - - 3x4 A35 @8" PW -4 PWD 2" - - 3x4 A35 @6" (3)16d@6" 14" 770 770 14 PW -5 PWD 6" PWD 6" 3x4 A35 @7" (2)16d @5" 16" 620 620 14 PW -8 PWD 4" PWD 4" 3x4 . LTP4 @7" (3)16d @5" 11" 920 920 14,16 PW -7 PWD 3" PWD 3" 3X4 LTP4 @5" (4)16d@5" 8" 1200 1200 14,16 PW -8 P D V� 2" PWD " 2" 3X4 SEE NOTE (14) (4)16d@4" 6" 1540 1540 14,15,16 OW -1 OSB 6" - - 2x4 A35 @16" 16d @5" 26" 260 260 - OW-2 OSB 4" - 3x4 A35 @12" 16d@4" 22" 380 380 14 OW -3 OSB 3" - - 3x4 A35 @9" (2)16d@6" 22" 490 490 14 OW -4 OSB 2" - --- 3x4 A35 @7" (3)16d @7" 16" 640 640 14 OW -5 OSB 6" PWD 6" 3x4 A35 08" (2)16d @8" (3)16d@6" 20" 14" 520 760 520 760 14 14,16 OW -8 OSB 4" PWD 4" 3x4 L1P4 @6" OW -7 OSB 3" PWD 3" 3X4 LTP4 @6" (4)16d@6" 11" 980 980 14,16 OW -8 OSB 2" PWD 2" 3X4 LTP4 @5" (4)16d@4" 8" 1280 1280 14,15,16 HOLDOWN SCHEDULE MODEL NO. STUD BOLTS DIAM. ANCHOR BOLTS DIAM. ANCHOR BOLT TYPE MIN. EMBED. LENGTH (Le) IN. b (IN.) de (IN.) MIN. END DISTANCE do (IN.) COL. "1" COL. "2" COL. "3" COL. "4" COL. "5" COL. "6" COL" T. HD2A 2 -5/8" 5/8" SSTB 20 16 6 1 3/4" 5 HD5A 2 -3/4" 3/4" SSTB 24 20 6 1 3/4" HD8A 3 -7/8" 7/8" SSTB 34 28 8 1 3/4 HD10A 4 -7/8" 7/8 ": SSTB 34 28 8 1 3/4" HD14A 4 -1 1" SSTB 34 28 8 1 3/4" 5 HD20A 4 -1" 1 -1/4" A 36 5 2 3/4" 5 NOTES 1. USE 6d GYPBOARD NAIL FOR "GWB ", 10d COMMON NAIL FOR "PWD" AND 8d COMMON NAIL FOR OSB SHEAR WALLS. USE 8d COMMON NAIL FOR INTERIOR FACE OF THE "OW " SHEAR WALLS. 8d NAIL TO BE 0.1310 X 2.5" LONG, 10d NAIL TO BE 0.1480 X 3" LONG AND 16d NAIL TO BE 0.1620 X 3.5" LONG. 2. FIELD NAILING FOR PLYWOOD SHEATHING IS 12" O.C. AND FOR GYPSUM SHEATHING IS THE SAME AS EDGE NAILING. 3. FOR EXTERIOR SHEAR ,WALLS, USE G.W.B. AT INTERIOR FACES AND GYP. SHEATHING AT EXTERIOR FACES. 4. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES NOT LOCATED AT FRAMING WHEN BLOCKING IS REQUIRED. 5. PROVIDE SHEARWALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLAN. PROVIDE HOLD DOWNS PER PLAN AT EACH END OF WALL UNLESS OTHERWISE NOTED. ENDS OF WALL ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS OR DOORWAYS. 6. NAIL END STUD OF ALL SHEAR WALLS TO TRANSVERSE BEARING WALLS WITH 16d NAILS AT 4" O.C. OR USE A35 SIMPSON'S FRAMING ANCHOR PER PLANS. 7. ANCHOR BOLTS SHALL HAVE A MINIMUM OF 9" EMBEDMENT LENGTH INTO CONCRETE AND 2 "X2'X3/16" THICK WASHERS. 8. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE. 9, PROVIDE 2X STUDS AND BLOCKING AT ALL PLYWOOD JOINTS, UNLESS NOTED OTHERWISE. 10. PROVIDE PLYWOOD EDGE NAILING TO ALL 4 X OR LARGER POSTS. 11. PLYWOOD AT SHEARWALLS SHALL BE LAID WITH FACE GRAIN PARALLEL OR PERPENDICULAR TO WALL STUDS. 12. STAPLES AND SCREWS MAY BE USED IN LIEU OF NAILING WITH ENGINEER'S APPROVAL ALL STAPLES SHALL BE INSTALLED WITH THE CROWNS OF THE STAPLES PARALLEL TO THE LONG DIMENSIONS OF THE FRAMING MEMBERS AND SHALL BE DRIVEN FLUSH WITH THE SURFACE OF THE SHEATHING. SCREW SHANK NAILS SHALL HAVE A MINIMUM SHANK DIAMETER OF 0.12 INCHES WITH DIAMOND POINTS, AND SHALL PENETRATE A MINIMUM OF 1 -1/2" INTO MAIN MEMBER. 13. USE LTP406 "O.C. AT .EXTERIOR FACE AND A35 @12 "O.0 AT INTERIOR FACE. 14. PROVIDE 3X'S AT ADJOINING PANEL EDGES AND FOOTING SILL PLATE W/ NAILS STAGGERED. 15. OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. 16. PROVIDE 4X BLOCKING BENEATH SILL PLATE W/ NAIL STAGGERED. 17. ALLOWABLE LOADS FCR THE PWD OR OSB ARE FOR SHEAR WALLS WITH D.F. STUDS. FOR USING H.F. AND SPF STUDS, ALLOWABLE LOADS ARE 0.82 TIMES OF THE VALUES SHOWN. G.W.B. - 5/8' GYPSUM WALL BOARD PWD - 15/32' CD PLYWOOD OSB- 7/18' ORIENTED STRAND BOARD n ROOF PLYWOOD EDGE NAILING BLOCKING BY TRUSS MANUFACTURER EDGE NAILING PER COL.2 OF SHEAR WALL SCHEDULE (TYP.) SHEATHING ON 1ST FACE PER COL.1 OF SHEAR WALL SCHEDULE (TYP.) FOUNDATION WALL SHEATHING FOR SHEAR WALL ABOVE BOTTOM PLATE PLYWOOD SIMPSON'S HD HOLDOWN 2 XRAFTERS OR TRUSS TOP CHORD ROOF PLYWOOD --. 2 X CEILING JOISTS OR TRUSS BOTTOM CHORD SIMPSON'S H3 SEISMIC TIES PER TRUSS SHEATHING ON 2ND FACE PER COL.3 OF SHEAR WALL SCHEDULE (TYP.) �_ Aec)2111Q4 to - e,+- oc-Ie5 A-5 4C C. PLATE NAILING PER COL. 7 OF SHEAR WALL SCHEDULE (TYP.) SIMPSON'S A35 FRAMING ANCHOR PER COL. 6' OF SHEAR WALL SCHEDULE (TYP.) BLOCKING PER COL.5 OF SHEAR WALL SCHEDULE (TYP.) PANEL EDGE. NAILING, PER COL.4 OF SHEAR WALL SCHEDULE (TYP.) FLOOR AND ROOF JOISTS ARE PERPENDICULAR AT SHEAR WALL TYPICAL SHEAR WALL NAILING TO FLOORS SEE SCHEDULE FOR EMBEDMENT LENGTH INTO CONCRETE SHEAR WALL END STUDS STUD BOLTS (SEE HD BOLTS SCHEDULE) ANCHOR BOLT PER HOLD DOWN SCHEDULE MECHANICAL SPLICE COULD BE USED IN CASE OF EXCESSIVE LENGTH OF ANCHOR BOLT SEE DETAILS 14,15,16 ON S2 FOR SHEARWALL NAILING TO FLLOR STEM WALL FOOTING TYPICAL 'HD' HOLDOWN CONNECTION TO FOUNDATION C2) NOTES LMINIMUM CONCRETE COMPRESSION STRENGTH IS 2500 PSI. USE 90% OF TABLE LOAD FOR 2000 PSI CONCRETE. 2.ANCHOR BOLT TYPE A FOR HD20A SHALL BE A36 STEEL OR BETTER. 3.CONCRETE EDGE DISTANCE, de, IS FOR CONCRETE EXPOSED TO SOIL OR THE ELEMENTS; FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL, de= 3" PLUS HALF THE ANCHOR DIAMETER. ANCHOR BOLT TYPE A MINIMUM END DISTANCE, dc, IS FOR CORNER WITH 12" RETURN ONLY, OTHERWISE, MINIMUM END DISTANCE IS "le" FOR FULL TABLE LOAD. . 4.THE ABOVE LOADS AND EMBEDDMENT LENGTHS ARE FOR HOLD DOWNS USED WITH 2X, 3X, OR 2 -2X SILL PLATES. S.FOR INSTALLATION, REFER TO LATEST SIMPSON'S STRONG -TIE CONNECTORS MANUAL. 6.HD20A REQUIRES A 3 1/2" MINIMUM STUD THICKNESS AND A MINIMUM 5 1/2 STUD WIDTH. 7. WASHERS MUST BE INSTALLED BETWEEN BOLT HEADS OR NUTS AND WOOD. &CONTRACTOR AT HIS OPTION COULD REPLACE ANCHOR BOLTS WITH "HILTI" KWIK BOLTS DRILLED INTO CONCRETE SLAB. FOR POST-TENSIONED CONCRETE SLABS, CONTRACTOR MUST LOCATE THE TENDONS PRIOR TO DRILLING TO AVOID TENDON DAMAGE. IF TENDON LOCATIONS COULD NOT BE DETERMINED, DRIWNG MUST NOT BE PERFORMED. 9.THE FOLLOWING "HILTI" KWIK BOLTS COULD BE USED TO REPLACE SIMPSON'S HD HOLD DOWN ANCHOR HOLD DOWN 1/2" 0 3/4" 0 1 1/4" 0 1 1/4" 0 "HILTI" KWIK BOLT MIN. EMBEDMENT INTO CONCRETE 6" 6" 6 1/2" 6 1/2" FOR DOUBLE HD10A OR HD20A, PLACE 1 1/4" 0 KWIK BOLTS © 12" O.C. INTO SLAB. HD2A, HD5A HD8A, HD10A HD10A W/ 4X STUD HD20A W/ 6X STUD EMBEDMENT LINE SHEATHING FOR SHEAR WALL ABOVE BOTTOM PLATE PLYWOOD SIMPSON'S HD HOLD DOWNS TYPICAL 'HD' HOLDOWN EMBEDMENT de ` LINE CENTERLINE OF ANCHOR BOLT SILL PLATE TYPICAL FOUNDATION WALL -- -d IS THE DIAMETER OF ANCHOR BOLT ( SEE COL.2 OF 4d SCHEDULE ) TYPICAL / FOOTING SSTB ANCHOR BOLT 'A' ANCHOR BOLT TYPICAL ANCHOR BOLT PLACEMENT SHEATHING FOR SHEAR WALL BELO SEE DETAILS 14,15,16 ON 52 FOR SHEARWALL NAILING TO FLOOR STUDS BOLTS SHEAR WALL END STUDS •b I -04) I FLOOR TO FLOOR CONNECTION dc W J �D MbHPa£(t- 4" 4X C ¢ x G AFR 17 M1S USL` SH WO A [1[JR- ENGIN EE i'; !NG, INC_ STRUCTURAL, CIVIL CONSULTANTS 700 -108TH AVENUE- N.E.,SUECE 207 BELLEVUE, WASHINGTON, 98004 (425)452 -8202 THE DISIGN , ARRANGEMENTS SPECIFICATION: AND CONCEPTS PRESENTED HERE ARE AND SHA REMAIN THE PROPERTY OF AMIR ENGINEERING, A NO PART SHALL BE COPIED OR ADAPTED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN ONSENT OF AMIR ENGINEERING, INC. NO. EET TITLE: OD FRAM DATE DESIGNED BY : CHECKED BY : DRAWN BY : JOB NO. DATE' PLOT SCALE: SHEET NO. : S i EXPIRES 12F14 NG DETAILS REVISIONS CAD.. FILE NAME: S1;DWG. 1",=1.- SH EAR WALL j: NAILING PER SCHEDULE 16d ® 8" O.C. INTERIOR WALL TO EXTERIOR WALL NAILING SHEARWALL ED6 NAILING PER SCHEDULE 16d ® 8" O.C. PARTY WALL TO EXTERIOR WALL NAILING n SHEARWALL EDGE NAILING PER SCHEDULE (TYP) 16d CO 4" O.C. PARTY WALL ---.- (TYP.) PARTY WALL TO INTERIOR WALL NAILING BEARING SHEARWALL WALL c-15.5. NAILING PER SCHEDULE 2 X STUD (TYP) 16d @ 4" O. INTERIOR SHEARWALL INTERIOR --- SHEARWALL (TYP.) SHEAR WALL EXTERIOR BEARING WALL 16d @ 8" O.C. SHEARWALL EDGE NAILING PER SCHEDULE (TYP) 16d © 4" O.C. EXTERIOR BEARING WALL 16d08 "O.C. SHEARWALL EDGE NAILING PER SCHEDULE (TYP) 16d ® 8" O.C. PIA 3 / A gib: cAC 54 ,1,4,1( 1'2"oc j g vatAt t 16d ®8" O.C. 16d @ 4" O.C. 16d ® 8" O.C. 16d CO 4" O.C. - SHEARWALL EDGE NAILING PER SCHEDULE (TYP) 2 X STUD (TYP) 2 X STUD (TYP) 2 X STUD (TYP) NOTES 1. WHERE NO STUD TO STUD NAILING INDICATED, NAIL STUDS TOGETHER WITH 16d @ 12" O.C. 2. ADDITIONAL STUDS ARE REQUIRED AS NAILERS, ETC. ARE NOT SHOWN. 3. SEE SHEAR WALL SCHEDULE FOR SHEATHING AND NAILING REQUIREMENTS. INTERIOR WALL TO INTERIOR WALL NAILING ( PLYWOOD OR GYPBOARD SHEATHING & NAILING PER SHEAR WALL SCHEDULE STUD WALL SHEARWALL SHEATHING PER SCHEDULE od OR 10d NAILS 131- c. I- 01-- DBL TJI FLOOR JOISTS W/ STIFFENER PLATES OR BEAM SHEAR WALL PERPENDICULAR TO TRUSSES SCHEDULE PLYWOOD SHEAR WALL REFER PLAN FOR MARK (TYP.) SCHEDULE BOT. PLATE NAILING FLOOR PLYWOOD EDGE NAILING (TYP.) WALL PLYWOOD EDGE NAILING (TYP.) FLOOR PLYWOOD ' —ANY SHEAR WALL PROVIDE (1) H -2 SIMPSON'S SEISMIC ANCHOR (TYP. 4 PLACES ) \o 1 c' SHEAR WALL WITH RESILENT CHANNEL i�lllllll Tiff ENE STRAP TO JOISTS OR BEAM ARCHITECTURA INISH WHEN PLO OR GYPBOARD SHEA IS SPECIFIED ON BOTH SID OF SHEAR WALLS, ADDITIONAL BOARD OR PLYWOOD SHEATHING SHELL BE PROVIDED AND ILED DIRECTLY TO THE S S AS SHOWN RESIDENT .ANNEL SHEARWALL PER SCHEDULE SIMPSON'S STRAP PER PLAN SHEARWALL BOTTOM PLATE NAILING PER SCHEDULE CUT PLYWOOD TO PASS STRAP SHEAR WALL EDGE NAILING PER SHEARWALL SCHEDULE WRAP THE STRAP AROUND THE JOISTS OR BEAM PROVIDE (1) "V" BRACE ABOVE SHEAR WALLS WALL PLAYWOOD IF SHOWN ON PLAN (ADD TJI BLOCKING) DBL BLOCKING WHERE SCHED. CALLS FOR (2) OR MORE ROWS OF BOT. PLATE NAILING FLOOR JOISTS SIMPSON'S A35E PER SHEARWALL SCHEDULE NOTES. 1. JOISTS PERPENDICULAR TO INTERIOR BEARING OR SHEAR WALLS. 2. SIMILAR AT ROOF. SEE ARCH. DRAWINGS FOR MORE INFORM AI TON. TYPICAL FLOOR TO INTERIOR SHEAR WALL Cf 10 SIMPSON'S STRAP END LENGTH PROVIDE ADDITIONAL STUDS FOR ADDITIONAL STRAPS NUMBER OF NAILS AT END \ LENGTHS IS SPECIFIED ON THE PLANS PLYWOOD BOTTOM PLATE TOP PLATES END LENGTHY PROVIDE EQUAL END LENGTHS 2 — 2 X STUDS FOR CMST,ST, ABOVE AND BELOW FLOOR MST,LSTA,MSTA,FHA STRAPS. SEE ALSO DETAIL 6/41— FOR CASE WHEN THERE IS NO WALL BELOW. STRAP HOLD DOWN DETAIL PROVIDE SAWN LUMBER, PSL OR GLULAM BLOCKING UNDER EACH COLUMN FOR NAILING SEE SHEAR WALL TABLE SCHEDULE PLYWOOD SHEAR WALL REFER PLAN FOR MARK (TYP.) SCHEDULE BOT. PLATE NAILING FLOOR JOISTS CUT PLYWOOD AS REQUIRED TO PASS STRAP EQUAL NUMBER OF SPECIFIED NAILS IN EACH END SHEARWALL END STUDS SAWN LUMBER, PSL OR GLULAM .— COLUMN FLOOR PLYWOOD EDGE NAILING lama. SIMPSON'S RIM JOIST A35 I,� SIM I PER SHEARWALL �11 SCHEDULE i II SAWN LUMBER, PSL OR GLULAM COLUMN TYPICAL COLUMN PASSING THROUGH FLOOR Q GWB OR PLYWOOD SHEAR WALL (SEE SHEAR WALL TABLE) SHEAR WALL PARALLEL TO TRUSSES WALL PLYWOOD IF SHOWN ON PLAN (ADD TJI BLOCKING) 1/- �oty�y og TJI JOISTS FLR SHEATHING (SEE PLANS) WEB STIFF. PER TJI SUPPLIER NOTES. 1. JOISTS PERPENDICULAR TO EXTERIOR WALL. 2. SIMILAR AT ROOF. SEE ARCH. WALL PLYWOOD EDGE NAILING (TYP.) DBL 2 x P PLATE NAILING TYPICAL FLOOR TO EXTERIOR BEARING WALL :oIWT5 TJI FLOOR JOISTS PER PLAN 15 2X BLOCKING (6) 16d NAILS (3) 15d TOE HAILS EA. SIDE WALL PLYWOOD EDGE NAILING PER SCHEDULE (TYP.) STUD PER SCHEDULE FLOOR PLYWOOD EDGE NAILING LVL RIM JSOIST SIMPSON'S A35F PER SHEARWALL SCHEDULE (4) A35 SIMPSON'S CUPS (2) ® EA. SIDE OF 2X6'S WALL PLYWOOD EDGE NAILING (TYP.) EDGE NAILING PER SCHEDULE (TYP.) WALL PLYWOOD 16d ® 6" 2x6 (TYP.) SCHEDULE PLYWOOD SHEAR WALL REFER PLAN FOR MARK (TYP.) SCHEDULE BOT. PLATE NAILING PARTY WALL TYP. TYPICAL PARTY WALL INTERSECTION STUD PER SCHEDULE TYPICAL WALL INTERSECTION TRIISS SPAICING / 1Dd NAILS W 3' -0" O.C. . TRUSS TOP CHORD BLOCKING PER SCHEDULE HOLDDOWN ADD 16d © 6" WHERE WALL PLYWOOD EXISTS ON BOTH SIDES A35 ASSEMBLY DETAILS 16d ® 4" O.C. PLYWOOD TO BLOCKING WALL PLYWOOD IF SHOWN ON PLAN (2 A35 SIMPS W/(12) 5 84��' 1 NAILS A35 SIMPSON'S CLIPS W/12 8f NAILS (2) 2X6 LAMINATED FOR NAILING, SEE GENERAL STRUCTURAL NOTES DBL FLR JOISTS WHERE SCHED. CALLS FOR (2) ROWS OR MORE OF NAILS OR BLOCKING TYPICAL FLOOR TO EXTERIOR SHEAR WALL 12 TJI BLOCKING © 4' 0 .C. FLOOR JOISTS ADDED LL RIM JOISTS - APR 1 7 $ hU u NOTES. 1. JOISTS PARALLEL TO EXTERIOR WALLS. 2. SIMILAR AT ROOF. SEE ARCH. DRAWINGS FOR MORE INFORMAITON. 18 I EXPIRES 12114/2.s1 A\ L [JR 1NGD ER G INC. STRUCTURAL, CIVIL CONSULTANTS 700 -108TH AVENUE N_E.,SUITE 207 BELLEVUE, WASHINGTON, 58004 (425)452 -8202 J THE DISIGN , ARRANGEMENTS , - SPECIFICATIONS AND CONCEPTS PRESENTED HERE ARE AND SNAIL REMAIN THE PROPERTY OF AMR ENGINEERING, INC. NO - PART SHALL BE COPIED OR ADAPTED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN `\ CONSENT OF AMIR ENGINEERING, INC. SHEET TITLE: WOOD FRAMING DETAILS (2) NO. DATE REVISIONS RESIGNED BY : CHECKED BY : DRAWN BY : JOB NO. : DATE : CAD FILE NAME: S2.DWG ('LOT SCALE: a =_ = =A - - =, I I ==__ = - -- A -1 r -i r -i r i r 11 ' ii ii n ° ii °I ki, u u '4,, �l ii 1 ii „ Ai, I = VA W===-- AT BLOCKED DIAPHRAGM USE 2 X3 MIN. FLAT PLATE )16d NAILS (SEE DETAIL 2/S14) FIELD NAILING AT INTERMEDIATE SUPPORTS NOTES. ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF 3/8 ". ALL JOISTS SHALL BE LAID OUT IN A 4' -0" MODULE TO COINCIDE WITH PLYWOOD LAYOUT PATERN. EDGE NAILING AT PLYWOOD EDGES PLYWOOD EDGE NAILING PLYWOOD FIELD NAILING EDGE NAILING AT SILL PLATE DIAPHRAGM BOUNDARY PLYWOOD EDGES TYPICAL DIAPHRAGM NAILING TYPICAL PLYWOOD SHEAR WALL LAYOUT (MIN. SHEET DIMENSION) DIAPHRAGM BOUNDARY = L ROOF JOIST (TYP.) 2 -2 x TOP PLATES 2 X (MIN.) BLOCKING AT PLYWOOD UNSUPPORTED EDGES (TYP.) —2- 2 X OR 4 X (MIN.) AT HOLD DOWN ANCHORS (TYP.) 2 X (MIN.) SOLID BLOCKING AT EDGE NAILING AT SHEAR WALL OPENINGS HOLD DOWN PER FRAMING PLAN AND HOLD DOWN SCHEDULE EDGE NAILING 2 X 3 MINIMUM FLAT BLOCKING WITH 2 -16d NAILS EACH END AT BLOCKED DIAPHRAGM FLOOR PLYWOOD TJI FLOOR JOISTS WOOD BACKER PER TJI MANUFACTURER "2L" TWO ROWS OF 16d (3.5 ") NAILS AT 6" O.C. ROOF PLYWOOD AT JOIST LAP SPLICE EDGE NAILING ! / / //� : i/ / / /II ROOF -- JOIST - -� TYPICAL FRAMING AT EXTERIOR DECKS -2 X 6 BLOCKING WITH 16d AT 6" O.C. AT LAP SPLICES JOIST BEYOND AT LAP SPLICE TJI BLOCKING PANEL DECK PLYWOOD EXTERIOR WALL C =; 2X8 1.5E TIMBERSTRAND LSL (g C 1( 1 ) 0\ NOTE. SEE 4/S3 9' MAX. FOR NOTES 4 -1/2 "MIN. CORRESPONDING (TYP.) TO NUMBERS ABOVE TYPICAL STUD WALL FRAMING SIMPSON'S ST6236 STRAP OR PER PLAN TO FLUSH BEAM 2 X BLOCKING FLOOR JOISTS TOP PLATES SHEAR WALL SHEAR WALL CONNECTION TO DRAG STRUT NOTES. THE NUMBERS OF NOTES BELOW CORRESPOND TO NUMBERS IN DETAIL "3 ". 1. LAP TOP PLATES 4' -0" AT SPLICE AND INTERNAIL WITH (16) 16d NAILS. 2. PROVIDE FRAMING ANGLES AT EXTERIOR WALLS, TOP AND BOTTOM. 3., 2X OR 3X TREATED SILL PLATE. 4. PROVIDE 5/8"0X12" ANCHOR BOLTS AT 4' -0 0.C. UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER BOARD. 5. PROVIDE 16d NAILS AT 24" O.C. STAGGERED (TYP). 6. PROVIDE (4) 16d NAILS BOTH ENDS. 7. PROVIDE (2) 8d TOE NAILS EACH SIDE FOR STUDS UP TO 12' -0 HIGH. PROVIDE (3) 8d TOE NAILS EACH SIDE FOR STUDS OVER 12' -0" HIGH. 8. PROVIDE 2X BLOCKING AT PLYWOOD. JOINTS. AT STUDS OVER 8' -0" HIGH PROVIDE 2X OR 3X BLOCKING AT MIDSPAN. PROVIDE (2) 8d TOE NAILS OR (2) 16d END NAILS BOTH ENDS OF EACH BLOCK. 9. PROVIDE 16d©16" O.C. STAGGERED. PROVIDE (4) 16d AT CORNER LAPS AND CROSS WALL LAPS OF TOP PLATES. 10. PROVIDE (2) 8d TO EACH STUD. ADD (1) 10d TOE NAIL EACH SIDE FOR STUDS OVER 12' -0 "HIGH. 11. PROVIDE DOUBLE STUDS AT OPENINGS WIDER THAN 4' -0 ". 12. PROVIDE (4) 16d AT CORNER LAPS AND CROSS WALL LAPS OF TOP PLAT ES. HEADER — POST OR MULTIPLE STUDS UNDER HEADER SIMPSON'S', ST6236 STRAP OR PER PLAN TO HEADER SHEAR WALL CONNECTION TO DRAG STRUT -f- "bD DID I 2 X BLOCKING FLOOR JOISTS TOP PLATES SHEAR WALL SHEAR WALL SHEATHING C;•" NPR 7 tee: 12 IA ENGINEERING, INC. STRUCTURAL CIVIL CONSULTANTS 700 - 108TH AVENUE N.E.,SUITE 207 BELLEVUE, WASHINGTON, 98004 (425)452 -8202 T HE DISIGN , ARRANC-EMENTS , SPECIFICATIONS AND CONCEPTS PRESENTED HERE AIE AND SH. REMAIN THE PROPERTY OF AMIR ENGINEERING, NO PART SHALL BE COPIED OR ADAPTED IN WHOLE OR PART WITHOUT THE PRIOR WRITTEN CONSENT OF AMIR ENGINEERING, INC. SHEET TITLE: WOOD FRAMI DATE NO. ( DESIGNED BY : CHECKED BY : DRAWN BY: JOB NO. : DATE : CAD FILE NAME: S3.DWG PLOT SCALE: SHEET NO. : S3 NG DETAILS (3) REVISIONS APR 0 4 0101 File: DO 35mm Drawing# PROPOSED EASEMENT LEGEND: 0 APPROXIMATE TEST PIT LOCATION I I I I I I I PROPOSED HOUSE \ ° c , 3 Y 1 zLr6 • 2 i t 1 il 111 I1 1I1iililtlililil1i1I1iil 0 INCH CHINA I 1 TP •2 FENCE - a W N 1 I I I I 5l P1. £I. Zl � �` .;ol 6. 8 L 9 _9 , ti C Z i X30 i iiiliiiil1111li1.iilii1)11111111111iiiliI III I! IJli 11 GEOTECH CONSULTANTS itit. IiLil � Itliltlllili 5 6 i ■ SITE EXPLORATION PLAN PROPOSED RESIDENCE 481X Sq.1 ST.� .TUKWILA, .WA Job No.: IOW. + 99201'. MAY' 1990 I Stole , I P /o/e+ 1 2 i