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HomeMy WebLinkAboutPermit D01-001 - LEABO RESIDENCE - NEW SINGLE FAMILY RESIDENCELEABO SHORT PLAT - LOT 2 13550 52 PL S D01-001 City of Tukwila (206) 431-3670 Permit Center Authorized Signat The granting of this permit cancel the provision of any or the perform r ce of work development p ri Signature: Print Name: 12 ^/0 (--t.` Community Development / Public Works • 0300Southcenter Boulevard, Suite l00 • Tukwila, lVaNliingtor: QS18 Contractor License No: GREENHLOO2PK DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0003 Permit No: D01 -001 Address: 13550 52 PL S Status: ISSUED Suite No: Issued: 04/17/2001 Location: Expires: 10/14/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: V Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: NA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: OCCUPANT LEABO RESIDENCE Phone: 13550 52 PL S. TUnrILA WA 98188 OWNER SANDHU KULWANT S +SANTOKH K CONTACT DON LEABO Phone: 800 - 892 -8462 3855 176 AV NE, #235, REDMOND WA 98052 CONTRACTOR GREENRIDGE HOMES LLC Phone: 800 -892 -8462 6855 176TH AVE NE, REDMOND WA 98052 98052 * * * * * * * * ** * * * * * * * * * *k * ****k k**k*** k*** kkkk * *k * * *kkk*kk *kkkkkkkk *kkk** k *kkk *kkkk*kkkk Permit Description: CONSTRUCTION OF A NEW 1,876 S© FT SINGLE FAMILY RESIDENCE, 640 SO FT ATTACHED GARAGE AND 48 SO FT UNCOVERED DECK AREA. PUELIC WORKS ACTIVITIES INCLUDE:27FT WIDE DRIVEWAY LAND ALTERING,STORM DRAINAGE & STREET USE FOR UG POWER INSTALLATION. PROJECT ON KING COUNTY WATER DISTRICT #125 WATER. ** kkk* i******** k******* k** k******k*** k****** k* kk k**** * ** **kkkk * * * *k* * *kk*k*kkkkkkkk* Construction Valuation: $ 175,234.32 PUBL.0 WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 160 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N *** k* k************ k******* kk******* k* k*** kk****k**** kk *kkk *k **** ** ** * *kk * *kk *** *kk TOTAL DEVELOPMENT PERMIT FEES: $ 2,5 43 k**k*********** k* * * * * * ** *k* * * * **k * * *kkk* ** * *k * *k k*** ** ** * *k *kkk * *kk * * * * * * * *kkk*kk ** ,1„6„... Date: i / '" 1 7 - CI nd I hereby certify that I have rea d examined this permit know the same to be true and correct. All pro lions of law and ordinances governing this work will be complied with, whether specified herein or not. does not presume to give authority to violate or other state or local laws regulating construction I any authorized to sign for and obtain this 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. Date: I < I t 1 11 1 r • P' -uitr: tenant: !./he: ULVP1-.PM Par 4 e It 000*300-000 * 4 r 4 )4 4 k Ati 4 t A k - fr tir k*Arfrk*re, It ir*A7***************Arkk+ Permit Conditionc,: ef. No charge) will Li: madr to the pia!:', id..Prow:1 by th Lrigineer and the Tukwil F.ngineered dr;.:wiogs and ea1 c:il1 at,ifan5 be on , ,ftp and available to the building ihtierAest lor Documntt.; beat the s(. a/ and .,ignature e; Wa5;11 rigton State Pro E i Oria V rj i Tie r Any expofied insulatiom hacking material ',hall have a Flamr Spread Rating of 25 or and matrt ial bear idr:itti fication .itiowing the fire perfurmaoce ratinu thereof. 4. All cowitruction to be doh(: in euntormaotr with aput')ved plari and requirement'J ') the Hniform Lode W:v.t7 f,(J ition) amended, Hoiform Methaoical :ode and W(I5hingion ( )tat F.nerqy Cod#: (4'n; 1 .). Plumbing permit!‘ be obtained throoqh ihe Kinh (..uunty Department of ub c Heaitb. Pldmtyion he fospected by that :wency, iocludinn all nrinq (:).96-472,2). 6. All wood to remain in plaord celw.rete , ,W11l he irrated wood. 7. Validity of Permit. the is, of 4 permit , .21 approval oi .,pecificatiom and Q(i' 1 111. be eon •itrued to be a permit fur, ur an 4ppr;0v41 of, 4Ily vio!:tLiott of any or the provisions; of the hoild■ny oT W 4(ly other ordinance of the iuti N0 pf..:it nfe give authority to violate of cancel 1.n( 4 • oi thi Gode 4thall he valid. Llectrical permits fAiall oe ootai;td through thr State Divie.)ion of Labor ;rid Indw3trie!: and all electi work will be inbbeeted bV 1 ,114 1 , agCol:v 9. Ihere ,.J be no occupancy ( i the biliIditRik',) wiLil final iwipection ha been completed bv the Tukwila Building Inspector. I( All mechanical work ',hail be tirt44 (.,eparate permit i';!:ut:d the City of lukwila. 11. All permitf:, 3 n5 record!J, and approved plant, ail ht. available at the job i L prior to the it.art of any eon t.itruction. - ihee documents arc Lo bc maintained and . able until final iripection approval it:: granted. A A .1C WORKS DF.PATO NI C(JM ) •I ON(-, A 1. Contractor .3tia11 notify Pohl Works. Htifit; fo'.3pect: at 206-4:3:1-0179 of commencement and completion 1 work at least 24 hours in advance. IHE "ROAD NARROWS" SIGN 1.NYiAtiff) W PAf:1 Ut 1.F.A11 IU PLAI 1WRASIRUCHURE PLMil M12000-1l8 SHALE HAVF STGN Pfh,i RLPLACED OR ADjUS T-A.CAUST. tl 3 i '...(AS INSTALLED LOW. PRIOR 10 ANY 1RENCH1NU F HNDLRGI;OUN1 411 C N 3311 fc 1 Of WAY, APPLICANI SHALL SUHNII APPROVED L'O',..+.k 01-."-)1(,14 Pi _All 1 4 . iemporary erosion control masurc imcleiriented ae the first order of bw.rtness to prevent ',edimentti at( - ite or into F;xi--Aing s16rjri drainage fa( ilitie 11), The site -shall have permanent etw..ion eontrol mear-;ure place asog.3oon as ossible atter final grading r heen completed and.prior to the Final inripeet_ion. 1-6. A copy Of the recorded easement document for IAII LINE. ALONG EASI 51 DE Of- :Rif- 1 OT I SffEO ft i\i LP 11 Li It -, . 5 a41 ue subm44.tcd to the City Utilities li prior to the F ria I (15.)ec . 17. 27 W1DE DRIVEWAY ALLOWED HIP f;AP .1)1).1 VF-WAY SHALL BE PAVED F OF 4 minimum distance of YO r4 miAm edge of existing road pavement. 1URNIM0 RADII c.41AIE A MiN1MUM OF PfVF.: FEU. 11 SOli AND Sill. CONDITIONS PERM11, SURFACE DRAINAGE FROM 1NF1L1RAlED HACK INTO 18. Work affecting traffic flow:: !Jiall he clo-,ely eoordinated with the City Utilitie 1wipector. liaffit: Control Plan :dial) he submitted to the - Inspector tnr rwior npptow11. 1 19. Any materialApilled onto ;4ny street shall 1) (Teaned immediately. 20. ihe Land Altering Permit fee haed upon an e 1.60 cy of excavation. IA contamination ie detected, tele land altering quantity and permit iec will ehavide. the applicant will he required to ealeolate rioal num%tic and pay the difference in permit tee prior to 1.oi 1 inspection. 21. Hauling over 50 cy shall require applieation I a Wiulirin PermiL prior to any associated activity. 22. lhe City of lukwith nas an undergronding i:rdinance rf:quirimq the power, telecommunications, and c;:ble service line': he underground from the point of connection th(: hou9e. 2. FROM 0C1OHER I 1HROUGH APRIL 't0, COVER ANY - -AWLS Atli SIOCKPILES THAI ARE 3H: 1V OR SIEL1)LR ANL HAVi A Yil;i iCAL RISE 01 10 1 EF.1 OR MORI_ AND Wit! OE. LAWORKE0 FOR iRl.AlfP 111AN 12 HOURS, DURING 1111S lIME PLRIOD, f0V1.. OR MOI.C11 OIHER DIS1M111) AREAS, lf 1 FILY WILL f;E HNWORKLO MORt *WAN 2 DAYS. COVERED MAlLRIAL MUS1 HE SIOCKPICED UN Silt Al Afk BEGINNING OF 1111S PERIOD. INSPEL1 AITh MA1N1AIN III's ')1AB11.1./All.ON WEEKLY AND IMMED1AIUAY HEINd_ DURING AND IMMEDIATELY FOLLOWING SIORMS. FROM MAY I 11-IROUGH SEP1LMBER 1J .1\NO N Ni lEMPORARY EROSION PREVEN110N AND SLOIMLN1 A) LLAr.7,) MONTHLY. AI (XIS FIRMED AREA") Or III SL1 F. SHALL Di Pt RNANF.N'H.:1 SlAH1EIZED PRIOR 10 FINAL_ CONS3 Rtit APPROVAi 4 1 h f y rt.() rid r), • ;,-; ;-, ; vj I 1 ( w -1 iri hrn Ou t 1 i r d • A pr Ov r 0 r 15; ( I 1 ;:t 1 r or r.tovt..rrt vtiork W i 1 Comp 1 i (1 • V/ r pc: c; 1 i d ht;rf: 1 t rii' (101, grit i flcj of thi j JC: r . M 1 L (IOC c.; (10 1, pr f...! () VC; ri y V in or cari(;c: 1 if..h(2 prov (r r f irty o1,1 work or 1 o;;1 retiu jl, i rig Cocalit C. L i ort or- th pr r For marir;f: o f work, FA Pr I rd. ftiamt;: .46 I :a Lc: : 1///?/) Pro'eg j T pe of Inspection: dres 1 0 2 p t�� Date call _ v I Special Instructions: Date wan l: - _2S -o m � Requester kJ 1 h • e 60i , - `'i J /6? COMMENTS: — _ d 73 t- rN v rit P F k' 1 /ev A2 (') d 12 rz (05( ? 7 ,6 1) r.;- , ((a ,Z . 7,;/7---7 JD )/.frz ,L3, A/ r" try/ /i'9- 4 Pc /tE 017:777 K. t—Ai /?> 'r''C !c' 0 r� 7 /-- , 0. Wt../ c) /7( /17/0 2 / 2 C79 , - %7 C) 6 (4't, f P/ ?/,, 2 .6(A/6 F-). 4 ' / ' Ipspect , r J Date. y/�� 44 . 1 L. _ i � , C. ( i / . ._. — 0 / • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. ( PERMIT NO. (206)431 -3670 Corrections required prior to app*al. 7.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. L ceiPt No: Date: Project: - .. C A U `- 2..c*""`' , c ±) s J ° fa Type.A - Inspection: i--" + NA v - L., �,,, ( ti : Date called: Special instructions: Date wanted: �.``. -�.. a.m. 4 p m Requester: `— ._a&L Phone: ' ate. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southrenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. E 'vtMENTS: Inspe�tor: INSPECTION RECORD Retain a copy with permit 7.00 REINSPECTION FE: REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to s PERMIT NO. Corrections required prior to apprt val. Date: ) ?- hedule reinspection. (206)431 -3670 i a COMMENTS: ' t Type of Inspection:_ , fi ? f Address: ` 0 4 c, �./ Jam'' , Special instructions: Date wanted: / t / i a.m. r Requester: Phone: e1/2- 7! v/ 1/Z -c-') (4)-i ((), J tA) (,�, / 4 lffJJ lllt 't J C v l Z- 5 6 l t s 1 LieA4 L.A. - f.Q.A. ? L. 5 � i •f-- LA - • ' (4 f`°'ti Z 9 5 z o ( 7 LE 7/ L - S —7‘)/ 7- cam- ( ll tArk -\ i Proj ct: , - -) f �^ 4. /. (t,#..c) 14 ; 1 1 ( / !C ' t Type of Inspection:_ , fi ? f Address: ` j J Date called: /0 ,1 Special instructions: Date wanted: / t / i a.m. r Requester: Phone: .5) El Approved per applicable codes. Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818.8 Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 5/.)l Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: :i - t1(± .,_._. 'P /S Date called: if Special instructions: R .s :..mac•=.A` SI: • 6 Date wanted. (5.m' r ,. _ - . - t=., ,&j1 ., ..r .1 1t "-4 NA 4-.-- cTh rt (l j N., i , / P oject: .4. :i - Type of Insp I. • III/ . Address: 13S50 'P /S Date called: if Special instructions: R .s :..mac•=.A` SI: • C Date wanted. (5.m' Requester: - P lone: '•" ?.i V' 0 42 mow. i Ce e.,, C INSPECTION RECORD t. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. -h, Corrections required prior to approval. PERMIT NO. I p ctor: .j � / { \ "V (4 1 4..,.11A-A $97.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid At 6300 Southcenter BIyd., Suite 100. Call to / schedule reinspection. Dat �— z 7-- 01 RWC No: Date: COMMENTS: p Ac,E rt.- Type of Inspection: 1 ► 1 t.4, 01 1, nv1 I a t t I Tt t to . i► 'a _ g ' A " ..I Phone: 1 .7— (0 1- © ( \K` 1 s f N r -' 0 A....) ►- Qa d' • Pct. .;,ti:; ... -- ‘ Nj v Z f s► Z: t r (; c., ■ I NJ C a c'.( 4,40e - " - ` �Q t t :Z \ Type of Inspection: Add S C} 2. r,l 1... j Dat le�:2- rY d Special instructions: Date wanted: C I ( - 2 : 1 / 0 I a.m. p.m. Requester :� Phone: 1 .7— (0 1- © L INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . . (206)431 -3670 Corrections required prior to approval. In eetor: C.L w Receipt No: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. Date: --27 -0 Z W —J U U CO 0 tO w w w O d N 3 8O W 2. TW w 0 -Q W U = o!- Z COMMENTS: Cd 790 e'7 47-- / /4 i 5 .?-2ti,),;\/ -,,_ ( 9 ' >> /4 / 2 /r» A •,�% .a" - _X' A ;A./ AV t'' f1 ,. &' , /rT7.. , f '3cl.S j (1 • J , ^ , r't /.., A - 4) c a .► ©T ° ,6 / —. , . ( // VU/ ..0....V , 2 et , cit1 ,- INSPECTION NO. CITY OF TUKWIL . BUILDING DIVISION Pr. ject: A . dress t3 5� PI, Special instructions: g ;�r Approved per applicable codes. spect r: INSPECTION RECORD Retain a copy with permit Type .f Inspection: ate called: PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ;!L (206)431 -3670 I vo 1 Date want r Requ '2 i C7 L �£.R. Phgne oa 3 - sq(.Q 2 Corrections required prior to approrequired prior to approval. • ` fovil 7.00 REINSPEC ON FEE REQUIRED Prior to inspection, fee must be paid J at 6300 Southce er Blvd., Suite 100., alt to schedule reinspection. Teceipt No: ( Date: COMMENTS: T pe of In ion: / Date called:g .C: 6. C i•) r {{ tact 1 \ ( ( 6kle It t vr , i;, = =nr" rN$tor v of :.m. P.m. Request CO 0 'v s` �t f' r U k r r S Vvk Y\ s 1V1 %.,) r t ,) ti Phon7 , - P 1" ! >n 4( C41\ o4 t U vN 1 1 c t t i c4 I C7 Y1 (..., r . . G c ♦.:_ • � n or 1 Y1<. - t0r< C,)e C - )et - } t '� ,f Wck I G v., -i a t-e C Project: I- "e a bn 4414- Ci T pe of In ion: / Date called:g .C: 6. C Address: � , 5 e Special instructions: Date wanted• , • v of :.m. P.m. Request Phon7 , - INSPECIION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • r (2p6) -3670 Approved per applicable codes. g Corrections required prior to approval. {inspector: PERMIT NO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ■ Date: COMMENTS: - i.....µ -fit ell ei Type o Inspection: I el . L. -tocJ 1 ° _e_)(4.- -+ Addre s• I Y1". c • • • f 0 A . t4-14 "t* c...), 4;1 100 Date wanted 0 (a.m. p.m. Reque3T r: Phone: r 0 S bOCi T(L i ) ' C r C:) C t j �'� . �Cri T' : ' I c „ s ^.. i -C r e Project: L tom._ - i.....µ -fit ell ei Type o Inspection: I el . L. -tocJ 1 ° _e_)(4.- -+ Addre s• Date called:., / i t Ct. G.. Special instrictions: res..- f 16 t4-14 "t* c...), 4;1 100 Date wanted 0 (a.m. p.m. Reque3T r: Phone: 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 -3670 oved per applicable codes. aCorrections required prior to approvak $47.00 REINSPECTION EH REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: 7 0) COMMENTS: Typ of n . pectigilt •t ess: eTh • l' : c51) - ' 1) 5� _ • 1.41i Iii G ' T b � , Date cal ed: —111 ‘-'. -�--. Imo- . y . • * • Date wa ed: ( a. _/1 Requester r 4� P�jone: 1 ..r'1'NA—LX -}-- `t ■S +r ) C. \ i) h , C ° \I '. ke V tk .b.' V3 etrytei.- .,i4L . 3f.),. 1 t &Y t/ i t k-ey , L. tiV >„ l <4) C t, per) U .a ( . '•I LJ , r - 0-`- Ca .- _ _ sit j -L) IA (Duey .(4-1 R %, i n - rr l_! T '- ----; t rvl F>r i �"T .- geMOu 1 z -Ae 7 -0Al 4.1 f2. x ( 1 j ` ,1 42 ` ' roject: r - Typ of n . pectigilt •t ess: eTh • l' : c51) - ' 1) 5� _ -4 � , Date cal ed: —111 ‘-'. -�--. Special Instructions: Date wa ed: ( a. _/1 Requester r 4� P�jone: INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD l� _00\ Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981881 \ (206)431 - 3670 Corrections required prior to approval. Inspector: Date: ? / / Fl $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: to t' Ty t „ Inspection: r .m +• R O K L I v1 ,tt t ( t r., Date call d: -7 it � `. D to ante • a.m. Special instructions: .0 �'V1 I r C k Y A r D p Alt R el)P ! t 6 kt'x �t�{ S Gr iQ CC ,�, r xt , £ ' YID+ C D,t , -4 i w6 �u /O _ _ () C .> pt p y 4e 2 4 (J r 1L 61.2ef ave c- Pr • ject: Of to t' Ty t „ Inspection: r .m +• R Address: 5 - FL s Date call d: -7 it � `. D to ante • a.m. Special instructions: R uester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit A _© 0\ PERMIT NO. (206)431 -3670 " Corrections required prior to approval. Date: $47.00 REINSPECTION I:EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type,of Inspection: f _ y - Cl (/"1n 1 n d Address: 135 O z,- 5 Date ruled: '7 1 c .1 r Special instructions: __._..._ Q y, anted/ m.' R !3 ster: r-), kk-- • ,., ch >f >rrN \I .. ,, c (.ri., r1 - , 'i f L T` W ( i - c l 1,A P`x 4 i � \. :.1 r rvk r .-. f•{k t `,Y ,. `fi ,'A, •,,,,,,‘ -. - -) r t c am= ' y1 ( N .k— r `, ,, `` --� 4 (i.. 1 - . .)) ki-i i4:, .1 . - 2 ' 0 +0 l ' 1 ) ( ( ' .40 cl-ito/ 'r.- ( >n J- IA !') — ‘ i.1 %4,1 . ./ . 3 . 1 0 U 'f' \- v., tl y LA-ht)/t} Project: d ,mss / , F' Ci. .br) Pr' S i 'I 'rl C. . Type,of Inspection: f _ y - Cl (/"1n 1 n d Address: 135 O z,- 5 Date ruled: '7 1 c .1 r Special instructions: __._..._ Q y, anted/ m.' R !3 ster: Cc Pho e. .._ ` INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector: INSPECTION RECORD Retain a copy with permit —001 PERMIT NO. (206)431 -3 Approved per applicable codes. O( Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:1 4. - Type of Ins • ec Si' A. _ _ 1 if Addre ? Da 'c . lied: r Specia instructions: e wan dtiP Reques r: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 i Approved per applicable codes. COMMENTS: Inspector Receipt No: INSPECTION RECORD Retain a ropy with permit PrRMIT NO. (206)431 -36 Corrections required prior to approval. Date: r El $4EINSPECTION EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Date: COMMENTS: s le it 0_, . f ! f Address: i s .. ')C r7 ;, PL ,S . f— / ----- ; / _ ; Date yrn�edr� � a.m. 10 0 Requester: Phone: ()("Ni -Sep - PI to / ' .J w • awe ,l 'J 5 I et-/ 1, i4 / 4--- .. i"--4°/ ! r- e, c _1Q om' bp /4. -.., 7 6 9 V---y--Z Project: ( i s le it 0_, Tye of Inspection: f`"' S hea r Li 6 ( ( Nii )III Address: i s .. ')C r7 ;, PL ,S Dote ca )led: /2 / tOJ Special instructions: - 1.—., _. Date yrn�edr� � a.m. 10 0 Requester: Phone: ()("Ni -Sep - PI to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. tO Corrections required prior to approval. inspector: INSPECTION RECORD Retain a copy with permit Date: (206)431 -36 $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Len k - Re C !Ciro ( „ e of Inspection: f-s i c4 ) eccil irv 1\0 (lir, Address: ..._ .....):E s ._5 2 p i...... S ... Date Iled• -- - (' , ...../ I ``,...... ... Special instructions: ea e ant i a s. ..m. egoester: Unn Ph ne: 0 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-367 COMMENTS: Approved per applicable codes. [J Corrections required prior to approval. Li $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southceiiter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • COMMENTS: Ag ..Aellr A.0. Ty of Ins ection: Date caller: 1 . I 0.1.0.... AIIMMIll Sperial Instructions: ir op # Date want 1a � II /s4 Rego r:. 1 .. .1 _ ...AI WO _iC , ± Project: r\ A.0. Ty of Ins ection: Date caller: 1 . I Acdress. 1 A55 a 5:,Y i /lot Sperial Instructions: ir op # Date want 1a � t Rego r:. Phone: _ 1 ~g _iC INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 9818 INSPECTION NO PERMIT NO. (206)431 -367 w Approved per applicable codes. ED Corrections required prior to approval. C $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Ty a of I pectlon: -- D i .fi ' 1 X1.4 /1/C/ A�ds C D a l e called: 7) + ... m: to Requester: Vi -- Phone: ' _ ' , - is C� z //� 4 : 2 4.)01 Co vr 01.e4C — C ir or i t CI( r1r % , . fV1 , ,1• i , r j t i 1 11 _. ! �i j)1711 `' 1 f� 1 r1 ttl s id i7 t. B UJ S - P . 1 - tt - C 0r *i Pr t) C rt?t, t r 1 Pr ' U Ty a of I pectlon: -- D i .fi ' 1 X1.4 /1/C/ A�ds C D a l e called: Special instructions: Date wanted: J rloI m: to Requester: Vi -- Phone: ' _ ' , - is C� z //� 4 : 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)43 Approved per applicable codes. ttorrections required prior to approval. Inspector: Date: 1 rr 11 1 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: • P oject: P a►.f 1 d ss: Yi ` tom. l T pe of Inspe t ' ate .. lied: tion: ' / . - A - y t ( - `/ Special instructions: t /� "T AM- ' �f 1 " I . ; Date ape � al 1R fP ter nY) , � a.m. ; phQn : ( 9. :7 1 r INSPECTION NO. COMMENTS: 4V\ r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431- Approved per applicable codes. Corrections required prior to approval. , 1, Inspector , � f 'I Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiohi, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Leo /r 1 s eiii, Q Ty of Inspe on i /It JO ! ress: ` D 1 �.. Di/fir/0k - gf9.yv j ed / l j �— Special instructions: Requ er: -- ( N sl v, ',jr► ,v INSPECTION NO. El Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -36 E $47.00 ' EIN PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No: Date: Project: -.'Ct '�• ! Cie Yl 0C1CYjCt't T pe of Inspection: l + 1 Lt�C( ! )� Addr s C 2. 1' - s; Date c l 01 Date an .17 Special instructions: i nester: el In Ph 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Inspector: Di $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 Date: 3 PERMIT NO. (206)431 -3 /do Pr ject: tom-•+ p � ,�,•. Type of Inspec ion: °v , . �; t {.) fir A. , . ss: 5 (' Date called: *' Special instructions: Date wantgd: ' U a.m. Requ ter• �:: ai INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431 -36 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: COMMENTS: Type of Inspection: X11 Address: 1 3550 3.21,1/41 P1 s Date called: 6-26-01 Special instructions: Date wanted: a.m. 6WZ$ 0 Requester: v on Leuh(-) Phone: 1 ~ g CD— — 4qi:72 R l . ) 1 (T t ) 1 r r i �- ' - r .. • t fit! C I + .I Project: A Dp 1l cir�een I� td e�-tume Type of Inspection: X11 Address: 1 3550 3.21,1/41 P1 s Date called: 6-26-01 Special instructions: Date wanted: a.m. 6WZ$ 0 Requester: v on Leuh(-) Phone: 1 ~ g CD— — 4qi:72 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 01_ no PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: Date: V ( 7 /7,Th:. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of t6spection: t o s e W e Y Address: 1 3550 5 2nd P1 Date called: 6...2-...01 Special instructions: Date wanted: 6_26 aa. • sii' a.. +J £c L`w „i.. . 4 1 .7, 4-J ;..r 1,' /^.., �' Phone: )- 200 -$92 .. 84 1 2 ......iz j , { s / f' t hi (... 1 ' { 4 i - � .. ;. f” t., . I I •4/' ,. fr' IA.. 1 7..: 1 `` .,I....., Project: i � 1 Type of t6spection: t o s e W e Y Address: 1 3550 5 2nd P1 Date called: 6...2-...01 Special instructions: Date wanted: 6_26 aa. Requester: Don Lea 60 Phone: )- 200 -$92 .. 84 1 2 WNW .555 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a ropy with perm [ceiPt No: Date: D 1 - I PERMIT NO. (206)431 -3670 Ej Corrections required prior to approval. Date: fi $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2:00 2 Z U Ug r/) w W d to d 2p P W uj u. g ui z / U COMMENTS: Type f Inspection; � �y D > Address: 1 A so .; ? ii et , > .3 Date called: 5 1 c. ,l I 5 2 (r .7) . c, - A A i . (,t OL,..4,./ Date wanted: r ..) 1 () / # Requester: .1) 1 i! ec't t) 6 Phone: c- 2 � /irk N-- c.v..) ( cf2-. Yea Gd. Project: ,. ). Z (o S , f (' Type f Inspection; � �y D > Address: 1 A so .; ? ii et , > .3 Date called: 5 1 c. ,l I Special instructions: Ci S eo r (L r ', pc., i 31 t, (c Date wanted: r ..) 1 () 0.0. iIm: Requester: .1) 1 i! ec't t) 6 Phone: 50 INSrEcTIC -N NO. INSPECTION RECORD Retain a copy with permit CITY OF I UKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. L _._ 1 Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, he must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project Name/Tenant: Co f 2- ��y,., S44,47 nfrr Value of Construction: •i1 D o e Site Address: �Vp City State/Zip: eT 2_ Z - # S S t97 t� '7:e14.4 / Tax Parcel Number: 000 O0- wo Property Owner: VO 6"--7;-14 Phone: / I mo•Pgz •&•`/` StreeyyA dress: C1 5 l � ity State /Zip: 7 (o N� , L3 ,4J A. 6 )/9 - 711015 Fax #: yl_.r- s - 20 3 z Contractor: GiQ�L� t t ia e. f 14 � Phon k g 2- Pc/4L Street address: City State/Zip: c, q„ 55 X71. / Ale sPL3J� 46. z Fax #: i ll r- 1-‘ 2u 3 -"— Architect: r • ` Phone: g 71 _ 21'ga Street b / 3 s e p / 6 S '#. F f r t 14/4- 9 P o State/Zip: Fax #: Z,.S - e f+ 7 - 36 VI Phone: Engineer: �, i r Street Address: City State /Zip: Fax #: Contact Person: . 4 `v Phone: e Street Address: . City State/Zip: Fax #: Description of work to be done: 6 til 14c-e- �e-� 2 s7 s,�9lam , l 7 40.4..e- Type of work: New New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ t Deck(s) - Covered & Uncovered ❑ Residential Roroof Is this site served by: Sower ❑ Septic (King County Health Dept. approval required - 296 -4722) tz Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1P1 sq. ft. Dwelling sq. ft. Covered Deck(s) t, Lia , sq. ft. Garage /Carport sq. ft. Accessory Structure(s) L/% sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) • Z' o 6 '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 he primary residence. SFPERMIT.DOC 2/13/97 CITY OF TUrVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted: STAFF USE ONLY Project Number: Permit Number: [70 t — I SingEe- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. FP-54?) APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: SAddltional reviews shall be determined by the Public Works Department ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sower 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): ❑ Miscellaneous I - Q Size(s): 0 Fill cubic yds. Est. quan;rty: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: Applic • n taken by: (initials) 3 - 6 '. PLEASE SIGN BACK OF APPLICATION. FORM BUILDING ER OR �- • `IZED AGENT: Signature 1 .9 • • Date: Print name: 00 1j/11_4 (....ce"B° Ph pi, iIL ?you_ '3r1'6 2,9-32-- Address: 6 j. r s.- / ?(o ,g N6 2.5 f .- 41 , 0 ✓sQ ,,,,_ �, et) .. ityiSState /Zip: ALL SINGLE- FAMILY RESIDENT,!' PERMIT APPLICATIONS MUST BE : MITTED WITH THE FOLLOWING: Y DRAWINGS PREPARED BY 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. ❑ Cl 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: ❑ ii 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 ❑ MI Roof plan ❑ ® Building elevations (all views) ❑ ea Building height ❑ ® Building cross - section ❑ ® Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas/Electric /OII /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 app :icant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 y Account Cod}4 x,00/ 4`. ;.6 30 000/322.100 )00/345 ,.!3;30 000/306.904 000/342.400 412/342,400 402/342.400 000/322.100 000/345.830 4 . 4 . 4 % 8 4 * * i 4 * * * * 4 4 * 4 4 * * 5* 484884 4 8 4 444448 8 4 4 4 4 4 *4444444 t4 4 X4 t4 , C11Y OF 1UI;W1Lsi OP Ta,�.�•: r;3 4:4 ** 4 *.4:4.444.444 4 *44.44.44.44414414 \ 44.44:444 44* 444'44t 't.4 4 44.4 \ 4.4.444 4 1'I'! Nucrt,er•: Ii0)( ;04' Nuic.u.nt. 1 . �" •I ' 0 2 ..' I'-i' r qt t.: Method: (:NEr:I; t4ct: ;t ior,. I)0i4 I. ;l3 ( t f Pc rm i t NO4 001-001 f , ut;: I;L'JP;:ift4 i;}r'.%I:LOP'4CN r PER; A( Pi :r'ce I N o: 000300-000'j `31 ►',? Ntid��f�4 . la:5 !U , PL Th4)t, Piovni€nt 1.630.05 1(•1.i:1 ALL *A4 * **Ac *AAA- *4**AAAA *** *R4 *A. * * *fF *4 )4 AAAt 44A4r.* *AAAxf to * *4,4f rr 4 5 A 44 PLAN CHECI: - tatiNPES: IiUfLD'ENE - i2Ir:. PLAN CHECI` - BLS `;1ATE BUILDING I.tI;C'•4AP E i iti i 1' FEE - 1IL;3F FEE - Yr(.kr, tt)SP FEE - LAN[ A C I E F I N G hL.N r.i ' FEE LAND RL rEU NG PLAN CHECK reric*A****4-**8*****A4*4* 1/47tkAAA t A .4 tAt•i'r4441 t4 CITY OF T1VW1LA. OA 1-'001 -!■• TRAW;0111 Number: k0100000 Amount: Pdvment Method; CHECK Notation: 0CN Permit No: 001-00 r 0E OE;ICIAPOLuf PIAOt' Parcel No: 000: Location: 9 1..37 ( „if OL rQt-i! e 34'.. 4. This Pi.vment q?:.5b lotz-" ALL fmts; ,3 ***************AAAAAA*******IgAPA*A*A*****r*AApPRAW-tp Account Code 0eicriution ■;(1(.11,1c, 000/34 'LAN (HE(V NONPLi r - • ' 1. 3 TlTki . Project Name Address City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • ■4C Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Rre Chief 1 Permit No. jC� \ --- ---- -, '� Date 01 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 57544139 ATTN: DAVE LARSON THIS DETAIL 15 THE SITUATION *THAT-- I INTENDED FOR THE INTERIOR STRAPS IN QUESTION. IT 15 OUR MISTAKE THAT THIS DETAIL WAS NOT GALLED OUT ON THE PLANS. THE FOOTING REQUIRED UNDERNEATH 15 A 24" PIA. 10: THICK FOOTING. 4x4 POST MIN. Ii` NOTE: 5 EAR 4 d G 0 /I HOLDOWN PER PLAN DBL STUD TO POST MTL STRAP (PER PLAN) DBL. JOIST SHEARWALL r FLOOR JOIST, TYP. EXTEND POST TO 13E 86760F DBL. JOIST MAY -7 2001 BUILDING "'TMENT CONCRETE FOOTING FOR SIZE SEE PLAN REBAR - SEE PLAN FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE NOTES SHEARWALL PARALLEL IN/JOISTS ALL @ INT. �DN. Thursday, July 05, 2001 12:15 PM 425 558 2032 p.03 .JUN 28 2001 12:11PM DESIGNS UNLIMITED 25387E 49 p.2 AN-2B -1001 11115 Farr IDcems723649 P.Bei CWA CONSULTANT, IiTWUCTURNL lNGQRING BUILDING CODE CON1ULTAN? 22121 N.E. 206 SNIT, Siamlosid. WA 91074 (425) 536.1133 PAX: (42$) 836.707 >r- Mail: chvckcrges,s Jun. 28, 2001 SUBJECT: Missing hold down straps on Designs Unlimited Plant/ 1876A To Whom It May Concern; Two hold down straps were inadvertently left off of the shear wells along Line 8 it the lower level (exterior will at Nook) or Plan 1876A. For the original e lalations the dead toed to nurse shear walls assumed a Mbutery width lase than the actual. The dead load can be Increased since the floor Joists cantilever over the wall approximately 2'. Attached are calculations indicating the equivalent tributary width that can be used due to the cantilever. Also attached . are the MAT calculation sheets showing the equivalent uniforms dud load and the resultant overturning forces (all negative le no hoId •dawne required). If you have any questions please call Sincerely; Chuck William. SE CWA Consultants I XP a: Iiza - NOI - 001 RECEIVED JUL - 5 2001 BUILDING DEPARTMENT Thursday, July 05, 2001 12:15 PM 425 558 2032 ,JUN 28 2001 12:11PM DESIGNS UNLIMITED 253871 49 p.3 JUN -2S -2891 11145 FROM1 TO12538723 9 P.EIpmC4 n421 N.0.206 !trees, Smmoral , WA 91074 (42$)136.2133 FAX: (42S) 436410? ErMalk chookibegnact 14434..3 1S141 'To .wiLA cwt►CONSULTANTS STRUCTURAL ENGINEER NO BUILDMO CODE CONSULTANT'S getf a 0 )6 2 1 ) 2eiO •Xf (. vi P1. epeur -o Ff 5, -owe. Writ RECEIVED JUL - 5 2001 UiLD N( DEPARTMENT p.04 Thursday, July O5, 2001 12:15 PM Cull Consultants Time 11:57:98 Date : 06 -30 -2001 1700 6b9E218S :Ql f • d 81.80 LBES2 425 558 2032 114- ri-a-far ?lug RECEIVED JUL - 5 2001 BUILDING DEPARTMENT 1400DCAD QLAT (Ps° V Pile; 1876A-3 pages 1 of 7 sa :Wild sbstt trd02-82 -KIC a31 i to iwn swo i 53a bd T T : Z i I DO2 82 N11P p.05 Thursday, July 05, 2001 12:15 PM 425 558 2032 p.08 JUN 28 2001 12:11PM DESIGNS UNLIMITED JW - 2001 11145 FROM. COMA COnsultante Time : 11:57:49 Date : 06 -28 -2001 WAILS Parallel to x -Axis Story 1 Line Wall Forces OTM Uniform DL: Header DL : Max Down r Ras Moment: Holddown Story 1 Line 2 Wall Force' 0TH Uniform D1 Header DL r Max Down r Rae NOMaft: Hoiddown 1 Story 2. Line l Wall Force: OTM Uniform DL & Header DL : Max Down : Res MOMants Holddown : Story 1 Line 8 Wall Force: OTM 1 VAilorm DL. Header DL : Max Down Rea Moment: Holddown Story 1 Line C Wall Force: OTM Uniform DL. Header DL : Max Down t Res Moment: Hoiddown Wall 1 Height Seiemio 0.554 4.880 0.000 AT -1.220 RT 4.763 RT 0.039 RT LT LT LT LT Wall 2 Height Seismic 0.762 6.910 0.540 LT 1.080 RT LT -2.300 RT LT 14.351 RT LT -1.289 RT Wall 3 Height 8siamic 0.900 7.930 0.540 LT 1.620 AT LT - 2.40 RT LT 22.064 RT LT -2.173 RT aaa�eneaxa�aaaa■ • 8.1 SW Lan 1.620 - 2.840 17.024 -1.875 •.1 £( Len 1.620 -2.840 27.064 - 2.173 8.3 SW Len Well 4 Height Seismic 0.554 4.880 0.640 LT 1.620 RT 0.000 LT -2.040 RI -1.220 LT 10,595 RT 4.763 LT -1.429 AT 0.039 Wall 1 Height 8.1 8W Len Seismic 0.129 1.338 0.165 LT 0.000 RT 0.223 LT -0.446 RT -0.669 LT 1.160 RT 1.762 LT 0.059 RT -0.141 1.080 LT 0.00.) RT -2.200 LT - 0.928 RT 8.651 LT .3.546 RT -0.943 LT 0.042 RT 8.1 SW Len 4.0 HD Len wind �uIYA 0,458 3.7 25387; :49 70.es39783649 WOODCAD QLAT (Pro V4.0) Pile: 1876A -3 Page: 6 5.5 HD Len wind 0.630 5.2.04 0.340 LT 1.080 LT -2.008 LT 10.683 LT -1.014 6.5 Ub Len Wind 0.745 6.032 0.540 LT 1,620 LT -2.348 LT 16.410 LT -1.598 4.0 HD Len 4.0 Wt Wind 0.458 3.712 0.040 LT 1,620 RT LT -2.548 RT LT 7.887 RT L11' -1.044 RS 3.0 HD Len 3.0 Wt wind 0.171 1.385 0.165 LT 0.000 RT LT -0.462 RI LT 0.864 RT LT 0.174 RT P. 064 4.0 Mt 0.015 1.080 -a.008 6.440 -0.662 5.5 Wt 0.015 RT 1,620 RT -2.540 RT 13.673 RI' -1.376 6.5 Wt 0.015 RT 1.620 RT -3.549 RT 16.418 RT -1.598 0.015 0.000 -0.928 3.546 0.042 0.033 0.223 -0.6 @5 1.312 0.025 P•5 RECEIVED JUL -5 2001 .: u4Lt. s DEPARTMENT NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U•VALUE AREA S.F. S I MS*, ✓/ A/ (. 26 r g-e. IL, 1 ' . y90 VD. D i6 rb s $1.6 i f Z, , ov 86 ,tD tie. x3 . 010 /V. Oa __ .( ( ?G'79 6.41x 4d ,roe Vo.o., ( kG rb 6.° 4 5 OP 341 o o ( pG /o Z- X .'vo 7.o0 l 3 0 lox 6 — . Y� H.(' _ r Vora gs° x w_ .(190 Zo . DO I c G !� ' ro 1 -_°. x - i 4. 2 , D . O o g6 r a. r—° x if--0 • S zo do r 46 (O F x }/ . Yet Zo. DC Z k63 0 cf —° x Z-e . ttFo /G. o0 Ee 3o Z ° -x 2- t- '• o 1. HEATSOURCE:64 CITY OF . JKWILA .Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98180 Telephone: (206) 401-3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 S.F. + TOTAL CONDITIONED FLOOR AREA (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will de option at top of column. (See back of this sheet) S.F. x 100 = H -15 ACTIVITY #: .00i ne_whict _option- tachooser- Marlk -- --- .r- �r f•-)Y F I1 C, TOTAL GLAZING AREA -) (add entire column) PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. FROM : O Cd14 -O0 01144P CITY OF TIJKWILA Permit Center 6300 Southcenlar Boulevard, Suite 700. Tukwila, WA 98188 Telephone; (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1.. HEAT SOURCE: C i .: = , propane; heat pump, electric) 2. WINDOW SCHEDULE: Fin to she window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (Sae back of this sheaf) MA • UPabill r TOTAL GL AZE* AREA ?9 ,6 PHONE 110. : PRAM MA Al • • • ltZg U.VALIUE ARy L.F. S. r• i. Tom. GONDrtmONSD rt.0011 MICA 425- Ina -2t Dec. 18 2000 10:46PM P4 r , H -15 F ZOTIVITV x'630 2.00 a2.00 .480 00 pal? Z.00 *Z. oo 470 /6. vo .00 , yh8o /6. co L926 TOTAL GLAZING AREA 41. (acid entire column) PROPOSED CUING PEACtMAQ[ ai be Wee Men et equal to th e Waging percentage Wad undo, the l:i+.016,C00. 2/13/97 I. Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM .1 W.C3 KITCHEN FAN 100 CFM N 0744,64r / 10 /to BATHROOM FAN 50 CFM 60 9 f `70 BATHROOM FAN 50 CFM 6 Q,s- -S0 BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM & qr 2° ❑ WHOLE HOUSE FAN' a 50 CFM (1.2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a s • of fan is desi • nated as a whole house fan, the ca • aci shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed/labeled 0 Whole house fan wiring 0 Whole house fan shall Sone rating (< 1.5 if ceiling) "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. Ea Integrated forced - air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: .YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: A Central forced air furnace which delivers outside makeup air through the ducting system. CITY OF TI'r(WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 DEBICNB UNLlIIITED I 'STOCK PLANS • CUSTOM DES 1 G N Gravity Load Analysis Plan — 1876A/3 Beam Calculations using Beam Chck 2.2 Software and /or TJBeam 5.4 Software 12/15/99 ?ERM ►� L; Pols-001 SECENEO ciTY OF TUKWI A ,i( 19613181st Ave S ' Suite F • Kent, WA 98032 ° (253) 872 -2580 ■ Fax: (253) 872 -364E ■ Email: designstudio @designsunlimited.corn 1875N3 Floor System Choice 2x 10 HF #2� cei 16 in. oc Conditions ver iang Repetitive Use; NOS Min Bearing Area R1= 1.1 in' R2= 1.6 in' DL Defl 0.09 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads 21.39 16.48 OK 71% Beam Span 13.0 It Reaction 1 Beam Wt per It Beam Weight Max Moment TL Max Deft LL Max Dell Section (in') 0 # 0 # 1477 '11 L /240 L / 360 Shear (in 13.88 8,63 OK 62% Fb (psi) Sas©�Values ` 850 Base Adjusted 1075 r✓F Size 1•actor `fi.100 Cd Duration 1.00 Cr Repotitivo 1.15 Ch Shear Stress Cm Wet Use The beam soli- weight was not automatically a to the loads by BeamChek. _______ oamChok. -_____ ___ __ Uniform TL: 73 = A 1 -Upper Floor Framing Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 1075 1 465 # Reaction 1 LL ____ 338 t1 Reaction 2 635 # Reaction 2 LL 462 # Maximum V 488 # Overhang Length 2.0 It Max V (Reduced) 431 # Total Beam Length 15.0 ft TL Actual Deft L / 453 OH TL Actual Dell L 1274 LL Actual Dell L / 622 OH LL Actual Dell L / 377 TL Dell (in) 0.34 0.65 OK 53% Fv (psi) — 75 75 1.00 LL Dell OH TL Dell OH LL Dell 0.25 -0.18 -0.13 1 0.43 0.20 0.13 OK OK OK 58% 88% 96% E (psi x mil) Fc I (psi) 1 - -- 405 1.3 405 Uniform LL: 53 (Uniform Ld on Backspan Only) Par Unit 11. Unii Start End 53 = 73 (OH) 0 2.0 Uniform Coad`A 1 K 1 1 /\ R1 = 465 R2 = 635 BACKSPAN = 13 FT OH = 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances aro from R2. 1875N3 Floor System Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads I 10 HF #2 © 16 In. oc epetitive Use, - '91 NDS Min Bearing Area R1= 1.1 in' R2= 1.1 in' DL Defl 0.09 in Beam Span Beam WI per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') 21.39 15.98 OK 75% 12.5 ft 0 # 0# 1432 L/240 L /360 Shear (in') 13.88 8.04 OK 58% Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Dell LL Actual Deli TL Dell (in) 0.31 0.63 OK 50% LL Dell 0.23 0.42 OK 55% E (psi x mil) 1.3 1.3 Fb (psi) Fv (psi) Faso Vafu ©s 850 15 405 Base Adjustod 1075 75 405 C zllo Factor Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress Cm Wet Use The beam self-weight was not automatically added to the loads by BoarnChek. Uniform TL: 73 = A Uniform LL: 53 - Uniform Load A f Uniform and partial uniform loads are lbs per lineal ft. 2 -Main Floor Framing Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 1075 458 # Reaction 1 LL 458 # Reaction 2 LL 458 # 402 # L/480 L / 660 l� ZN R1 = 458 R2 = 458 SPAN = 12.5 FT 333 # 333 # 1875N3 Window Headers Choice 4x 10 HF #2 Conditions Ji Min Bearing Area Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Deft LL Max Dell 3 -Upper Floor Bedrooms Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 1020 5.5 ft 7.87 # 43 # 2327 '# L/240 L/ 360 Fb (psi) WeitVatues 850 Base Adjusted 1020 CF Sixe r cto� �"f 2Oo Cd Duration 1,00 Cr Repetitive Ch Shear Stress Cm Wet Use R1= 4.2 in' R2= 4.2 in' DL Deli 0.02 in Reaction 1 1692 # Reaction 1 LL Reaction 2 1692 # Reaction 2 LL Maximum V 1692 # Max V (Reduced) 1218 t/ IL Actual Defl L / >1000 IL Actual Dell L / >1000 Section (in') Shear (in') TL Dell (in) LL Dell 49.91 32.38 0.04 0.02 27.37 24.36 0.211 OK OK OK 55% 75% 15% Fv (psi) 75 75 1.00 0.1 OK 13% E (psi x mil) 1.3 BeamChek has automatically added the beam self- weight into the calculations. Uniform IL: 608 = A Uniform LL: 338 Uniform Load A j [_ 1 R1 1692 R2 1692 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. Fc I (psi) 405 405 928 # 928 # 1875N3 Window Header Choice ( 3 -1 /8x 13 -112 GLB 24F -V4 DF /DF Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Pt loads: R1 = 2330 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Deli LL Max Dell Section (in') 94.92 24.62 OK 26% 4- Master Bath Prepared by: KJP Date: 12/07/99 BeamChek 2.2 R1= 3.6 in' R2= 7.6 in' DL Dell <0.01 in. Suggested Camber 0.01 in 4.5 ft Reaction 1 2330 # Reaction 1 LL 10.25 # Reaction 2 4927 # Reaction 2 LL 46 # Maximum V 4927 # 4924 '# Max V (Reduced) -549 / 240 TL Actual Dofl L / >1000 L / 360 LL Actual Dell L / >1000 Shear (in') TL Dell (in) LL Deli 42.19 0.02 <0.01 -4.33 0.22 0.15 OK OK OK -10% 8% 6% Fb (psi) Fv (psi) Bile `"2400 190 Base Adjusted 2400 190 Cv Voluina ` i :000 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self - weight into the calculations. Loads [ Poin(- Pohi(1L— Uistarico -_�" Par -"-� Unif LL Par Unit TL _ Start - . ' End - 30L 00 I; 200 H = 518 0 3.5 U SPAN = 4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BASE Fb = 2400 ADJ Fb = 2400 J R2 = 4927 1282 # 2725 # E (psi x mil) Ft ! (psi) ` i:ti 1.8 650 1875N3 Window Header Choice Fix 10 HF #2 Conditions 01 NOS Min Bearing Area Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1812 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') 49.91 45.30 OK 91% Fb (psi) _�© Veiues li50 Base Adjusted 1020 CF"SJze Factor fi20O Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use Uniform TL: 419 = A 5- Living Room Prepared by: KJP R1= 4.5 in' R2= 4.5 in' DL Defl 0.08 in 8.5 ft Reaction 1 1812 # Reaction 1 LL 7.87 # Reaction 2 1812 # Reaction 2 LL 67 # Maximum V 1812 # 3851 W Max V (Reduced) 1483 # L / 240 TL Actual Deft L / 612 L / 360 LL Actual Deli L / >1000 Shear (in') TL Dell (in) LL Defl 32.38 0.17 0.09 29.67 0.43 0.28 OK OK OK 92% 39% 32% Fv (psi) 75 75 1.00 BeamChek has automatically added the beam sell - weight into the calculations. Uniform IL: 233 E (psi x mil) Fc i ( psi) f.3 405 1.3 405 Date: 12/07/99 BASE Fb = 850 Uniform Load A I R2 = 1812 SPAN = 8.5 FT . Uniform and partial uniform loads are lbs per lineal ft. BeamChek 2.2 ADJ Fb = 1020 988 # 988 Data Attributes Actual Critical Status Ratio Values Adjustments Loads 1875N3 OH Door Header Choice 4x 12 HF #2 Conditions 5FNDS Min Bearing Area R1= 2.1 in' R2= 2.': in' DL Defl 0.16 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') 73.83 44.82 OK 61% 16.75 ft 9.57 # 160 # 3492 '# L/240 L / 360 Shear (in') 39.38 14.81 OK 38% Uniform Tl: 90 = A Uniform Load A R1 = 834 6 -Dbi Car Garage Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 935 Reaction 1 834 // Reaction 1 LL Reaction 2 834 # Reaction 2 LL Maximum V 834 # Max V (Reduced) 741 # TL Actual Dell LL Actual Dell TL Defl (in) 0.33 0.84 OK 39% L/616 L / >1000 LL Defl 0.16 0.56 OK 29% Fb (psi) Fv (psi) I (psi x mil) Fc I (psi) base Vaiuos 850 75 405 Base Adjusted 935 75 1.3 405 CF ze---- - - - - -- Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Uso BoamChok has automatically added the beam self - weight into the calculations. Uniform LL: 50 SPAN = 16.75 FT Uniform and partial uniform loads are lbs per lineal ft. j R2 = 834 419 419 // 1875N3 OH Door Header Choice f 3 -1I8x 9 GLB 24F -V4 DF %DF Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads r R1 = 2513 Min Bearing Area Beam Span Beam Wt per It Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') 42.19 27.48 OK 65% Base Base Adjusted CV Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Uso R1= 3.9 in' R2= 3.9 in' DL Dell 0.10 in Suggested Camber 0.15 in 8.75 It Reaction 1 6.83 # Reaction 2 60 # Maximum V 5497 "# Max V (Reduced) L / 240 TL Actual Dell L / 360 LL Actual Dell Shear (in') TL Dell (in) 28.13 0.22 16.44 0.44 OK OK 58% 51% Fb (psi) 2400 2400 1.000 Uniform TL: 568 = A 1:00 1.00 Uniform Load A 7- Single Car Garage Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 2400 ADJ Fb = 2400 Fv (psi) - - - E (psi x mil) — 100 i.0 190 1.8 Uniform LL: 313 SPAN = 8.75 FT Uniform and partial uniform loads are lbs per lineal ft. 2513 # Reaction 1 LL — 1367 # 2513 # Reaction 2 LL 1367 # 2513 # 2082 # L/474 L / 872 LL Dell 0.12 0.29 OK 41% 1 R2 Fc I (psi) 050 650 BeamChek has automatically added the beam self - weight into the calculations. 1875N3 Under OF Window PL Choice (3) 2x 10 HF #2 Conditions Oveihang NDS Min Bearing Area Data Attributes Section (in') Actual 64,17 Critical 45.31 Status OK OK OK OK Ratio 71% 86% Values Adjustments Loads Pt loads: n R1 = 204 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell 13.0 ft 10.11 # 152 # 3530 '# L/240 L / 360 Fb (psi) t aso Va uos — 8 Base Adjusted 935 CF's z 'Factor — i:ioo Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use R1= 0.5 in= R2= 6.4 in Shear (in') TL Deft (in) LL Deft 41.63 -0.05 -0.04 35.64 0.65 0.43 8- Triple Joists Prepared by: KJP Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Dell L / < -1000 LL Actual Defl L / < -1000 8% 8% Fv (psi) E (psi x mil) 95 i.3 75 1.3 1.00 BACKSPAN = 13 FT Date: 12/07/99 BASE Fb = 850 204 # 2585 11 1838 # 1782 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Detl OH LL Actual Dell 405 BeamChok has automatically added the beam self- weight into the calculations. Uniform Cad---A K Lj R2 — = 2585 OH = 2 FT BeamChek 2.2 ADJ Fb -- = 935 J 79 11 1374 # 2.0 ft 15.0 It L/511 L /869 OH TL Deft OH LL Dell 0.09 0.06 0.20 0.13 OK OK 47% 41% Fc I (psi) d05 Uniform TL: 63 = A Uniform LL: 35 (Uniform Ld on Backspan Only) Roint C[. Point TL Distaiiico Par Unit LL Pal Unit 7L -- _ ___._- Start -. End 03 -(011) .... U - 2.0 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. 1875N3 Under OF Window PL Choice Conditions Overhang, U plifFOTRi; Unbalanced Back LL `01 Min Bearing Area R1= -0.1 in' R2= 5.8 in' Data Attributes Actual Critical Status Ratio Values Adjustments Loads [ Pt loads: R1 = -24 UNBALANCED SPAN - LIVE LOADS 8- Triple Joists Prepared by: KJP Date: 12/07/99 1 10 HF #2 BASE Fb = 850 Beam Span 13.0 ft Beam Wt per It 10.11 # Beam Weight 152 # Max Moment 3530 '# TL Max Dell L / 240 LL Max Deft L / 360 Section (in') Shear (in') 64.17 41.03 -0.11 45.31 35.64 0.65 OK OK OK Fb (psi) Fv (psi) E (psi x mil) Basd 050 __ — 75 1.3 Base Adjusted 935 75 1.3 CF"Size Factor i:i00 Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use Reaction 1 -24 # Reaction 1 LL -148 # Reaction 2 2358 # Reaction 2 LL 1146 # Maximum V 1838 # Overhang Length 2.0 It Max V (Reduced) 178211 Total Beam Length 15.0 ft TI Actual Dell L / < -1000 OH TL Actual Dell I / 391 LL Actual Dell L / < -1000 OH LL Actual Dell I / 572 TL Dell (in) LL Defl OH TL Dell OH LL Dell -0.09 0.12 - - -- 0.08 0.43 020 0.13 OK OK OK 63% 71% 86% 17% 22% 61% 1.00 Fc I (psi) 405 405 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 28 = A (Uniform Id on 13ackspan Only) Point TL r DisTanco Pa Uriif LL -' Par Unit TL '---- -.__. - Start .- - End - - f' = GO OH) 2.0 = o3-011) _ . _o ---- -2.0 - -- Uniform load - A BACKSPAN = 13 FT [ K -t_r� R2 =2358 • OH = 2 FT BeamChek 2.2 ADJ Fb = 935 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. UNBALANCED OVERHAND - LIVE LOADS 1875N3 8- Triple Joists Under OF Window PL Prepared by: KJP Choice (3) 2x 10 HF #2 Conditions verfiang, UnbalanceiiCH '0i`NOS Min Bearing Area R1= 0.9 in' R2= 3.6 in' DL Defl -0.01 in Data Attributes Actual Critical Status Ratio Loads Pt loads: [ /\ R1 = 352 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (34.17 20.59 OK 32% 13.0 It Reaction 1 10.11 # Reaction 2 152 # Maximum V 1604 'it Max V (Reduced) L / 240 TL Actual Defl L / >1000 OH TL Actual Dell 1 / >1000 L / 360 LL Actual Defl L / >1000 OH LL Actual Defl L / < -1000 (in') Shear (in') ----- Dell (in) - - LL Dell OH TL Dell OH LL Dell 41.63 0.04 0.06 0.01 -0.03 16.22 0.65 0.43 0.20 0.13 OK OK OK OK OK 39% 7% 13% 5% 22% Fb (psi) E (psi x mil) Fc 1 (psi) Values Base Values tl:;U 1.3 406 Base Adjusted 935 1.3 405 Adjustments Cr Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added th© beam self- weight mio iho calculations. Fv (psi) 75 Uniform TL: 63 = A Uniform LL: �Po1n TL dislanca — �� —�` BACKSPAN = 13 FT Date: 12/07/99 BASE Fb = 850 352 # Reaction 1 LL 1439 it Reaction 2 LL 840 # Overhang Length 811 # Total Beam Length Uniform Coad A J K 35 (Uniform Id on Backspan Only) Par Unit TL _____ Start` . ` End _...I K ( 0 1 - 1 ) .... [1 R2 = 1439 OH =2FT BeamChek 2.2 ADJ Fb = 935 Uniform and partial uniform loads aro Ibs per lineal ft. Overhanging load distances are from R2. 228 # 2213 2.0 ft 15.0 It 1875A/3 Door Header Choice ( 4x 10 HF #2 Conditions 01 NDS Min Bearing Area Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') 49.91 25.47 OK 51% BaseValues Base Adjusted 7: S ie F"aclor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Uso Fb (psi) 850 1020 1.200 1.00 Loads Uniform TL: 495 = A Uniform LL: rlFoln[ L'L Poin`1'TL Distanco 70 9- Utility / Family Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 1020 R1= 3.7 in R2= 3.6 in DL Defl 0.01 in 5.5 ft Reaction 1 1494 # Reaction 1 LL 7.87 II Reaction 2 1476 # Reaction 2 LL 43 # Maximum V 1494 # 2165'# Max V (Reduced) 1107 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Dell L / >1000 Shear (in') TL Defl (in) 32.38 0.04 22.13 0.28 OK OK 68% 14% Fv (psi) 75 75 1.00 LL Dell 0.03 0.18 OK 15% E (psi x mil) 1.3 1.3 360 Uniform Load A j Pt loads: I L] I R1 = 1494 R2 = 1476 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. l-c (psi) -- 405 405 BeamChok has automatically added the beam self-weight into the calculations. 1033 # 1026 # 1875N3 Window Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Pt loads: I R1 = 3530 p-1/8x 9 GLB 24F-V4 DF/DF Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Dell Section (in 42.19 24.12 OK 57% R1= 5.4 in' R2= 3.3 in' DL Deft 0.05 in Suggested Camber 0.07 in 6.5 ft 6.83 # 44 # 4824 '# L / 240 L / 360 Shear (in') TL Dell (in) 28.13 0.12 25.06 0.32 OK OK 89% 38% Base Values Base Adjusted CiVolUme Cd Duration 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use Fb (psi) 2400 2400 1.000 1.00 Loads Uniform TL: 468 = A Uniform LL: 1 Distance 1375 =25O 5 Uniform Loacf 10-Family Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 2400 ADJ Fb = 2400 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Dell L / 640 LL Actual Doll L / >1000 Fv (psi) •1 0 190 SPAN = 6.5 FT . Uniform and paitial uniform loads are lbs per lineal It. 3530 if Reaction 1 LL 2163 if 2138 # Reaction 2 LL 1422 # 3530 if 31741! LL Deft 0.08 0.22 OK 35% E (psi x mil) Fe (psi) 1.8 650 1.0 650 BeamChek has automatically added (ho beam self-weight into tne 340 1 R2 = 2138 1875N3 SGD Header Choice ( 3 -118x 9 GLB 24F -V4 DFJDF Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads �PoTnC 1375 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl Section (in') 42.19 30.04 OK 71% Baso Vaiuos Base Adjusted - C Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use R1= 3.6 in R2= 3.9 in DL Deft 0.06 in Suggested Camber 0.08 in 6.5 ft 6.83 # 44 # 6008 '# L/240 L/ 360 Shear (in') 28.13 17.93 OK 64% Fb (psi) 2400 TL Deli (in) 0.13 0.32 OK 41% Fv (psi) — 10 2400 190 100 1:00 1.00 11 -Nook Prepared by: KJP BASE Fb = 2400 Date: 12/07/99 Reaction 1 2337 # Reaction 1 LL Reaction 2 2535 # Reaction 2 LL Maximum V 2535 # Max V (Reduced) 2272 # TL Actual Doll L / 582 LL Actual Doff L / >1000 Uniform TL: 345 = A Uniform LL: 240 Point TI Distance t3505 3.5 SPAN = 6.5 FT • Uniform and partial uniform loads are lbs per lineal ft. LL Defl 0.08 0.22 OK 36% E (psi x mil) Fc I (psi) 1.8 550 1.8 650 BeamChek has automatically added the beam self- weight into the calculations. Uniform Load – A Pt loads: [ U 0 R1 = 2337 R2 = 2535 BeamChek 2.2 ADJ Fb = 2400 I 1415 # 1520 tt 1875N3 12- Garage under Rt OF Walls Beam Prepared by: KJP Dale: 12/07/99 BeamChek 2.2 Choice ( 3-i /8x 10 -1/2 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 1 Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Pt loads: r U R1 = 426 Min Bearing Area R1= 7.0 in' R2= 4.8 in' DL Defl 0.11 in Suggested Camber 0.16 in Beam Span 8.0 ft Reaction 1 4526 # Reaction 1 LL Beam Wt per ft 7.97 # Reaction 2 3103 # Reaction 2 LL Beam Weight 64 # Maximum V 4526 # Max Moment 10537 '# Max V (Reduced) 2155 # TL Max Deft I / 240 TL Actual Defl L / 406 LL Max Dell L / 360 LL Actual Deli L / 732 Section (in') Shear (in') TL Deft (in) LL Defl 57.42 32.81 0.24 0.13 52.68 17.01 0.40 0.27 OK OK OK OK 92% 52% 59% 49% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Base - Values 240V . 100 1.0 050 Base Adjusted 2400 190 1.8 650 CV Volume — 1.000 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self - weight Into the calculations. Loads Uniform TI: 39 = A Uniform LL: ( Point Distanco 1282 B = 2330 0.5 2725 C = 4927 4.5 Uniform Load A fCI 20 SPAN =8FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 3103 2506 # 1725 # 1875N3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments I. R1 = 5255 5 - 118x 16 - 1/2 GLB 24F - V4 DF /DF Min Bearing Area Beam Span Beam Wt per It Beam Weight Max Moment TL Max Defl LL Max Dell 20.0 ft 20.55 t! 411 # 31752 Reaction 1 Reaction 2 Maximum V Max V (Reduced) L / 240 TL Actual Dell L / 320 L / 360 LL Actual Defl L / 570 Section (in') Shear (in') TL Defl (in) LL Dell 232.55 84.56 0.75 0.42 163.10 41.50 1.00 0.67 OK OK OK OK 70% 49% 75% 63% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) �ase�Vatues X4013 "� 190 — ---- ___ _ _ 850 Base Adjusted 2336 190 Cv Valume - 0:073 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Uso 2506 F = 4526 14.0 Pt loads: I a U LB] 13- Garage under OF Front wall Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 2400 ADJ Fb = 2336 I R1= 8.1 in' R2= 8.1 in' DL Dell 0.33 in Suggested Camber 0.49 in 63 63 172 (J 5255 # Reaction 1 LL 5285 11 5285 # 5257 # 1.8 BeamChek has automatically added the beam self - weight Into the calculations. Loads i Po1nCL1 — P - oinfTC ---- DistanEti Nr - Uriif LLL Unif TL " 141 Et = 235 0.5 63 H i.--103-- ___ '141 C = 235 13.5 I = 193 78 D =141 2.5 J =193 78 E = 141 4.5 K = 237 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft. Reaction 2 LL R2 = 5285 650 2925 # 2927 # Start 4.5 9.5 13.5 14.0 0 14.0 1875A/3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments r3 -118x 13 -112 GLB 24F -V4 DF /DF 14- Living Room u/ Open below Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area R1= 3.2 in R2= 9.8 in DL Defl 0.07 in Suggested Camber 0.10 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defi LL Max Dell (3i Values Baso Adjusted 10.0 It 10.25 ft 103 7021 't/ L/240 L / 360 Loads Uniform TL: 296 = A (_PoInfLC" Poin(TL D stanco 10100 8 = 5400 0.0 Uniform load — A Reaction 1 2071 # Reaction 1 LL Reaction 2 6391 # Reaction 2 LL Maximum V 6391 ti Max V (Reduced) 647 fE TL Actual Dell L / 886 LL Actual Dell L /' 1000 Section (in') Shear (in') TL Dell (in) LL Dell 94.92 42.19 0.14 0.07 35.10 5.11 0.50 0.33 OK OK OK OK 37% 12% 27% 20% Fb (psi) Fv (psi) E (psi x mil) 2400 100 1.0 2400 190 1.0 C Volumo 1.000 Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self- weight into the calculations. Uniform LL: 120 1 Pt loads: [ [� R1 = 2071 R2 = 6391 SPAN = 10 FT Uniform and partial uniform loads are lbs per lineal ft. 900 ti 3300 ti Fc 1 (psi) 650 650 1075N3 . • Floor Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments 3 -1i8x 18 GLt3 24F - DFIDF Min Bearing Area Beam Span Beam WI per ft Beam Weight Max Moment TL Max Dell LL Max Dell Section (in') Shear (in') 168.775 56.25 107.07 54.34 OK 64% Loads Uniform TL: 275 = A ( LL PointTL °` Distanco 1050 a = 3304 - 2.0 1850 C = 3304 4.5 1856 D = 3304 7.0 15- Between Living and Dining Prepared by: KJP Date: 2/10/00 BeamChek 2.2 ---- 13A3E Fb = 2400 ^ Abi F = 24001 R1= 11.3 in' R2= 9.0 in' DL Dell 0.08 in Suggested Camber 0.12 in 10.5 ft Reaction 1 7317# Reaction 1 LL 4232 tt 13.07 # Reaction 2 566611 Reaction 2 IL 3436 II 144 # Maximum V 7317 # 21535 Max V (Reduced) 6884 # L / 240 TL Actual Deli L / 667 L / 360 LL Actual Dell L / >1000 T1. Dell (in) LL Dell 0.19 0.11 0.52 0.35 OK OK OK 97% 36% 31% Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) 2400 100 1.0 650 --- 650 gale - Values Base Adjusted 2400 190 1.0 Cv Vafiumo �� 1.00( Cd Duration 1.00 1.00 Cr Repetitive Ch Shear Stress Cm Wet Use ._� BeamChek has automatically added the beam self- weight into the calculations. __ Uniform LL: 200 r Uniform Load A 1 Pt loads: I I !J tJ I R1 =7317 SPAN = 10.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 5066 1875N3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments RI = 4395 16 -Beam over Stairs Prepared by: KJP Date: 12/07/99 BeamChek 2.2 (3 -118x 12 GLB 24F -V4 DFIDF BASE Fb = 2400 ADJ Fb = 2400 j Min Bearing Area R1= 6.8 in' R2= 6.9 in' DL Defl 0.04 in Suggested Camber 0.07 in 2212 # 2270 tt Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Deft LL Max Defl Section (in') 75.00 55.38 OK 74% Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Loads ('L'L Point 1L` 3300 _ 0301 H Pt loads: 6.0 ft Reaction 1 9.11 # Reaction 2 55 # Maximum V 11076 '# Max V (Reduced) 4448 # L / 240 TL Actual Defl L / 799 L / 360 LL Actual Dell L / >1000 Shear (in') 37.50 35.12 OK 94% Fb (psi) Fv (psi) 2400 100 2400 190 1.000 1.00 1.00 TL Defl (in) LL Defl 0.09 0.05 0.30 0.20 OK OK 30% 23% SPAN =6 FT Uniform and partial uniform loads are lbs per lineal ft. 4395 # Reaction 1 LL 4457 It Reaction 2 LL 4457 # E (psi x mil) — __ :5 1.8 BeamChek has automatically added the beam self - weight into the calculations. Dislarice`� - � Fear Unit LL Unit TL -- - Starr Erid R2 = 4457 Fc_I (psi) 650 650 1875N3 Rafters Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 2x 12 tiF #2 @ 24 in. oc Ffepetilive Use, 6L adi: d:l�piicti; Ig FNDS Min Bearing Area R1= 1.6 in' R2= 1.6 in' DL Defl 0.16 in Beam Span 14.0 ft Beam Wt per ft 0 # Beam Weight 0 # Max M;:ment 2258 TL Max Dell L / 240 LL Max Defl L / 360 Section (in') Shear (in') 31.64 16.88 27.72 11.17 OK OK 88% 66% ease Vaf ues Base Adjusted tF xe Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fb (psi) 550 078 1.000 1.00 1.15 Uniform TL: 92 = A i F R1 = 645 Uniform Load A SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. 17- Living Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Dell LL Actual Dell TL Dell (in) 0.34 0.70 OK 49% Fv (psi) 75 1.00 Uniform LL: 50 BASE Fb = 850 ADJ Fb = 978 645 # Reaction 1 LL 645 # Reaction 2 IL 645 # 559 # L / 489 L / 901 LL Dell 0.19 0.47 OK 40% E (psi x mil) 1.5 1.3 The beam self- weight was not automatically added to the loads by BeamChok. 1 .1 R2 = 645 Fc I (psi) 405 405 350 # 350 # DEBICN9 . UNLPVIITED Lateral Load Analysis Plan — 1876A/2 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 11/30/99 The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. RECEIVED CITY OF TUKWII■ E:IkV' CENTER • • 19613 .81st Ave S I Suite F ' Kent, WA 98032N (253) 872 -2580 ■ Fax (253) 872 -3649 ■ Email: designstudio @designsunlimited.com • • • DESc3Ne UNLIIVIITED STOCK PLANS • CUSTOM DESIGN z �w U June 10` 1999 U Q � To Whom It May Concern: N LL wO When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and (y . 12 inches 0. C. field nailing. w Q o w 2 Q Emerson R. Denney. P. E. w O .z P O • _ ■ 1961 3.81st Ave S • Suite F • Kent, WA 98032 ' (253) 872 -2580 ■ Fax: (253) 872 -3649 Email: designstudio @designsunlimited.com -/-C6 • DE9GN9 UNLIMITED h STOCK PLANS • CUSTOM D E S I G N June 10, i 2 9 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non - bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer r /_/ 1 6 - /o--99 ■ I 19613' 81st Ave S ' Suite F ' Kent, WA 98032 ■ (253) 872 -2580 • Fax: (253) 872 -3649 ■ Email: designstudio @designsunlimited.com • • DEB3NS UNLIIVIITED I STOCK PLANS • CUSTOM DESIGN June 10 1999 To: All jurisdictions Re: Shearwall substitutions Dear Sir or Madam, The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shear walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. Sincerely, Emerson R. Denney Engineer lemrsa 1 —J - I 19613 .81st Ave S • Suite F • Kent, WA 98032 • (253) 872 -2580 • Fax: (253) 872-3649 • 1 A E 24.0 • F 28.0 G 34.0 X -) 1 11 D Walls Holddowns Struts 2 S to3y : 2 16 22.0 4 36.0 11 - 30 - 1999 18 ?6A - 3 [ 15/32" Sheathing w/ 1041 Common ] Gr III Species ]= [ Simpson Strong -Tie Holdown 3 [ Gr III Species [ Simpson Cnnctr ] *- Exceeds maximum table value NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. X ; Story : 1 2 3 16.0 22.0 I A _, . 1 .... 1 .... B 2.0 C 14.0 D 20.0 H 44.0 Walls Holddowns Struts • • • • • • • • 1 4 1 11 -30 -1999 18 ?6A -3 4 5 36.0 52.0 1 I C 15/32" Sheathin w/ 10d Common ] Cr III Species 3= C Simpson Strong -Tie Holdown ] *-Exceeds maximum III Species [ Simpson Cnnctr 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. [ 15/32" Sheathing w/ lOd Common J vy yY y v Shear Wall Edge Anchor Bottom Rim /Blk to Allow SW Sheathing Nailing Bolts Plate Top plate Shear Notes # [Thick (side)] (in oc) (in oc) (in oc) (in oc) (Klf) .- 4 (NI rr)VIn%JQN W ON 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 6,7 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w /12 -8d 0.17 6,7,8 15/32" RS (1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 1,2 15/32" RS (1) 10d @ 4 5 /8" @ 32 16d @ 3 A35@16 w /12 -8d 0.34 1,2,4,5 15/32" RS (1) l0d @ 3 5/8" @ 24 16d @ 2 A35@12 w /12 -8d 0.45 1 - 5 15/32" RS (1) 10d @ 2 5/8" @ 16 16d @ 2 A35@ 9 w/12 -8d 0.60 1 - 5 15/32" RS (2) 10d @ 4 5/8" @ 16 2 -16d @ 3 2- A35 @l5 w12-8d 0.72 1 -5,8 15/32" RS (2) 10d @ 3 5/8" @ 12 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 1-5,8 15/32" RS (2) 10d @ 2 5/8" @ 8 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 1 -5,8 T for Toe Nailing; GB for Gypsum Board; RS for APA Rated Sheathing Shear W ( Shear Wall Notes GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragm, to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls with greater than 350 pif require a minimum of a 3x sill plate to comply with footnote 3 of Table 23- I -II -1. 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. -- I. ♦1N1VV..•.. d%..£ \t41�+ [ Simpson Strong [ Simpson 1998 Catalog J -Tie Holdown ] ] 111 Species J - Foundation Level HD Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number r1 NM4+lt1 STHD8 (2) 2x (24) 16d - -- 2.37 STHD10 (2)2x (28) 16d - -- 2.99 2)LSTHD8 (4)2x (24) 16d - -- 3.65 STHD14 (2)2x (38) 16d - -- 4.43 2)STHD10 (4)2x (28) 16d - -- 5.98 2)STHD14 (4)2x (38) 16d - -- 8.86 HD10A 6x (4) 7/8 "0 7/8 "0 9.90 HD14A 6x (4) 1" 0 1" 0 13.38 HD15 6x (5) 1" 0 1 -1/4 "4 15.30 -- t noluown acneuuie ( Simpson Strong [ Simpson 1998 J 1 Ur -Tie Holdown ] Catalog ] 111 Species J Other Levels HD Type Stud Fastener Tie Cap Detail tt Type to Stud Rod Kips Number ri N c+1 C' VI 4 .0 Is- 03 01 CS18 2x (18)10d - -- 1.27 (2)CS20 (2)2x (18) 8d ea - -- 2.01 (2)CS18 (2)2x (18)10d ea - -- 2.54 (2)CS16 (2)2x (28) 8d ea - -- 3.30 MST60 3x (56)16d ea - -- 4.35 2)MST37 (2) 3x (42) 16d ea - -- 7.63 2)MST48 (2) 3x (46) 16d ea - -- 8.92 2)MST60 (2)3x (56)16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "t 15.30 [ Gr III S p ecies [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) #2 or better 6x ( 140mm x ) 01 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Designs Unlimited Time : 16:23:52 Date : 11 -30 -1999 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 Story Line Wall SW LtHD RtHD w 2 1 1 1 - U 2 2 1 1 1 1 Ug 2 2 2 1 - o 2 3 1 4 2 2 F , 2 4 1 1 - - ow O 1 1 1 1 - - 1 1 2 1 d 1 2 1 4 1 1 cog 1 2 2 4 1 1 1 3 1 2 1 1 z 1 4 1 4 1 2 � 1 4 2 4 2 2 E 1 5 1 1 - - 2 m 1 5 2 1 - - Mp t * Exceeds table capacity SW selection based on file: W15HF10C.TBL rill - None required HD selection based on file: HDUISTRP.TBL u,r6 ODUI STRP .TBL v0) o� z Designs Unlimited Time : 16:2.3:53 Date : 11 -30 -1999 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS * Exceeds table capacity - None required WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 Walls Parallel to X axis Z Story Line Wall SW LtHD RtHD 2 A 1 3 1 - g 2 A 2 1 - - U§ 2 A 3 1 W 2 A 4 3 - 1 2 E 1 3 1 1 to u. 2 E 2 3 2 2 WO 2 F 1 3 1 1 2 F 2 3 1 1 2 G 0 - CO 3 Ili 1 A 0 - 1 - Z t� 1 B 1 3 1 1 O 1 B 2 2 1 1 1- 1 B 3 2 1 1 W 1 B 4 3 1 1 D 0 1 C 1 3 1 PI 1 C 2 1 - - W t W 1 C 3 1 - U 1 D 1 4 1 1 �O 1 D 2 4 1 1 1 D 3 4 1 1 Cl) U 1 H 0 - P p O SW selection based on file: W15HF1OC.TBL HD selection based on file: HDUISTRP.TBL ODUISTRP . TBL Z Designs Unlimited Time : 16:23:53 Date : 11 -30 -1999 SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Z = 0.30 Occupancy Cat. = IV I = 1.00 Soil Profile = D Ca= 0.36 Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 BSF Y -Axis = 0.200 R X -Axis - 4.5 BSF X -Axis = 0.200 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Story 2 Story 1 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 of 7 Load Summary II to Y () to X Level (K) DL Seis Wind DL Seis Wind -- 2 - 24.0 6.8 4.5 23.7 6.9 3.7 - 1 - 38.9 5.8 7.0 43.1 6.5 6.5 Base Total 12.6 11.6 13.4 10.2 c-' Designs Unlimited Time : 16:23:53 Date : 11 -30 -1999 INPUT DATA - Walls Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span 2 (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis 5 1u X X Y Story 2 00 Line 1 ti W Wall 1 0.0 0.0 0.0 8.1 16.0 16.0 0.015 0.0 1.5 5.0 Line 2 Wall 1 16.0 16.0 14.3 8.1 7.5 7.5 0.015 0.0 0.0 0.0 w 0 Wall 2 16.0 16.0 24.0 4.7 10.0 10.0 0.015 0.0 4.8 0.0 Line 3 Wall 1 22.0 22.0 28.0 8.1 6.0 6.0 0.015 0.0 4.8 0.0 M d Line 4 Wall 1 36.0 36.0 0.0 8.1 23.5 23.5 0.015 0.0 1.5 4.0 Story 1 Line 1 Wall 1 0.0 0.0 2.0 8.1 14.3 14.3 0.015 0.0 0.7 5.0 W W Wall 2 0.0 2.0 24.0 8.1 14.0 14.0 0.015 0.0 1.5 0.0 D Line 2 N Wall 1 16.0 16.0 16.0 8.1 6.0 6.0 0.015 0.0 0.7 0.0 Wall 2 16.0 16.0 33.5 8.1 4.5 4.5 0.015 10.0 2.0 0.0 W W w Line 3 u. O Wall 1 22.0 22.0 20.0 9.0 24.0 24.0 0.015 0.0 1.5 0.0 Line 4w' N Wall 1 36.0 36.0 2.0 8.1 4.0 4.0 0.015 0.0 0.7 0.0 Wall 2 36.0 36.0 11.0 8.1 5.3 5.3 0.015 0.0 0.7 2.0 0 Line 5 Z Wall 1 52.0 52.0 20.0 9.0 9.5 9.5 0.015 0.0 1.5 5.0 Wall 2 52.0 52.0 34.5 9.0 7.5 7.5 0.015 5.0 1.5 0.0 WALLS Parallel to X -Axis Y Y X WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 2 of 7 Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 4.0 4.0 0.015 0.0 13.5 5.0 Wall 2 0.0 0.0 9.0 8.1 8.0 8.0 0.015 5.0 13.5 5.0 Wall 3 0.0 0.0 22.0 8.1 5.7 5.7 0.015 5.0 13.5 5.0 Wall 4 0.0 0.0 32.5 8.1 3.5 3.5 0.015 5.0 13.5 0.0 Line E Wall 1 24.0 24.0 11.0 8.1 4.7 4.7 0.015 2.0 13.5 0.0 Wall 2 24.0 24.0 18.0 8.1 6.0 6.0 0.015 0.0 0.0 0.0 Line F Wall 1 28.0 28.0 22.0 8.1 2.8 2.8 0.015 0.0 2.0 2.0 Wall 2 28.0 28.0 26.8 8.1 5.0 5.0 0.015 2.0 2.0 4.0 Line G Wall 0 34.0 34.0 15.7 0.0 0.0 0.0 0.015 0.0 2.0 0.0 Story 1 Designs Unlimited Time : 16:23:53 Date : 11-30-1999 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 3 of 7 Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Hoiddown DL Span Width Span (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to X-Axis Y Y X Line A Wall 0 0.0 0.0 0.0 0.0 0.0 0.0 0.015 0.0 0.0 0.0 Line B Wall 1 2.0 2.0 0.0 8.1 4.0 4.0 0.015 0.0 8.0 4.0 Wall 2 2.0 2.0 8.0 8.1 5.5 5.5 0.015 4.0 8.0 6.0 Wall 3 2.0 2.0 19.5 8.1 6.5 6.5 0.015 6.0 8.5 6.0 Wall 4 2.0 2.0 32.0 8.1 4.0 4.0 0.015 6.0 8.5 0.0 Line C Wall 1 14.0 14.0 0.0 8.1 3.0 3.0 0.015 0.0 11.0 2.7 Wall 2 14.0 14.0 5.8 8.1 6.5 6.5 0.015 2.7 11.0 0.0 Wall 3 14.0 15.0 21.5 8.1 8.5 8.5 0.015 3.5 9.0 0.0 Line D Wall 1 20.0 20.0 22.0 8.1 8.0 8.0 0.015 0.0 6.8 2.7 Wall 2 20.0 20.0 32.5 8.1 4.0 4.0 0.015 2.7 6.8 2.7 Wall 3 20.0 20.0 39.5 9.0 12.5 12.5 0.015 2.7 12.5 0.0 Line H Wall 0 44.0 44.0 22.0 0.0 0.0 0.0 0.015 0.0 2.0 0.0 Designs Unlimited Time : 16:23:53 Date : 11 -30 -1999 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 4 of 7 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Z Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) w LINES Parallel to Y -Axis 9.) Roof Level V O w Lines 1 2 24.0 0.020 0.000 0.025 0.0 0.015 6.5 6.5 u� Lines 2 3 34.0 0.020 0.000 0.025 0.0 0.015 4.6 4.6 N u. Lines 3 4 28.0 0.020 0.000 0.025 0.0 0.015 5.6 5.6 O Level 1 Lines 1 2 38.0 0.015 0.000 0.000 0.0 0.015 Lines 2 3 24.0 0.015 0.000 0.000 0.0 0.015 Lines 3 4 44.0 0.015 0.000 0.000 0.0 0.015 =0 Lines 4 5 22.0 0.020 0.000 0.025 20.0 0.015 6.5 6.5 8 P- LINES Parallel to X -Axis Roof Level gg Lines A E 36.0 0.020 0.000 0.025 0.0 0.015 P4 §12 Lines E F 20.0 0.020 0.000 0.025 16.0 0.015 6.7 6.7 t Lines F G 6.0 0.020 0.000 0.025 16.0 R 0.015 9.2 9.2 law Level 1 F Lines A B 36.0 0.015 0.000 0.000 0.0 L 0.015 0 0 LL p Lines B C 36.0 0.015 0.000 0.000 0.0 0.015 Lines C D 36.0 0.015 0.000 0.000 0.0 0.015 0 N Lines D H 50.0 0.020 0.000 0.025 2.0 R 0.015 P4 0 0 Z Designs Unlimited Time : 16:23:53 Date : 11-30-1999 OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left. Rght /1.4 /1.4 w (K) (K) (K) (K) WALLS Parallel to Y-Axis Story 2 Redundancy Factor 1.03 Ln 1 1.0 1.0 Wall 1 0.063 0.063 0.5 0.0 0.5 Ln 2 1.5 1.4 Wall 1 0.086 0.079 1.1 1.1 0.8 0.3 0.3 Wall 2 0.086 0.079 0.5 1.0 0.0 Ln 3 1.5 1.3 Wall 1 0.250 0.211 1.4 1.9 0.0 1.5 1.5 Ln 4 1.0 0.9 Wall 1 0.042 0.038 0.3 0.0 0.0 Story 1 Redundancy Factor 1.03 Ln 1 1.7 1.9 Wall 1 0.061 0.068 0.6 0.0 0.0 Wall 2 0.061 0.068 0.6 0.0 0.0 Ln 2 2.4 2.7 Wall 1 0.232 0.252 1.4 0.6 0.0 2.1 2.1 Wall 2 0.232 0.252 1.8 0.5 0.0 1.7 1.7 Ln 3 2.4 2.4 Wall 1 0.100 0.100 0.4 0.7 0.0 0.5 0.4 Ln 4 2.2 3.1 Wall 1 0.237 0.336 2.0 0.0 0.9 1.7 2.5 Wall 2 0.237 0.336 1.5 0.8 2.0 2.4 2.4 Ln 5 0.5 1.4 Wall 1 0.030 0.085 0.9 0.0 0.0 0.2 0.1 Wall 2 0.030 0.085 1.2 0.0 0.0 0.3 0.3 WALLS Parallel to X-Axis Story 2 Redundancy Factor 1.00 Ln A 2.1 1.4 Story 1 Redundancy Factor 1.00 Ln A 0.0 0.0 WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 5 of 7 Wall 1 0.098 0.065 2.0 0.0 0.2 0.1 Wall 2 0.098 0.065 1.0 0.0 0.3 Wall 3 0.098 0.065 1.4 0.0 0.0 Wall 4 0.098 0.065 2.3 0.0 0.0 0.2 Ln E 2.3 1.6 Wall 1 0.215 0.150 1.7 0.9 0.0 0.7 1.0 Wall 2 0.215 0.150 1.4 0.0 1.2 1.5 1.5 Ln F 0.5 0.7 Wall 1 0.066 0.092 2.9 0.6 0.3 0.6 0.5 Wall 2 0.066 0.092 1.6 0.4 0.0 0.4 0.4 Ln G 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 Designs Unlimited Time : 16:23:54 Date : 11 -30 -1999 OUTPUT DATA - Line Shear(K) Wall Shear (klf) CSeis Wind CSeis Wind /1.4 /1.4 Parallel to X -Axis = Wall 0 0.000 Ln B 2 2.3 0.000 Wall 1 0.138 Wall 2 0.115 Wall 3 0.138 0.115 Wall 4 0.138 0.115 Ln C 0.138 0.115 0 .8 1.0 Wall. 1 0.043 7, 0.057 Wall Wall 3 0.043 0.057 Ln D 0.043 0.057 6 .0 6.9 Wall 1 0.245 Wall 2 0.280 Wall 3 0.245 0.280 Ln H 0.245 0.280 0.0 0.0 Wall 0 WALLS 0.000 0.000 S-Support required beneath holddown WOODCAD QLAT (Pro V4.0) File: 1876A -3 Shear Walls ana===== ___ = - -- =Page== == 6= .f= == ? =_____- - Holddown Forces H Drag Force Holddowns Lt Rt Left Rght ............................ (K) (K) (K) (K) 1.0 0.0 2.0 0 1.5 0.0 1.2 0.0 2.0 0.2 2.7 0.0 1.2 0.0 1.0 0.0 O .2 O .2 O .0 O .0 1.0 3.0 1.8 2.0 2.1 1.5 0.7 2.1 0.0 1.0 0.0 0.0 M- Manaul input of holddown O .0 0.1 0.7 0.4 0.1 0.4 1.6 1.8 1.0 O .5 0.3 O .1 0.7 O .0 0.1 0.0 0.2 O .0 Designs Unlimited Time : 16:23:54 Date : 11 -30 -1999 LINES Parallel to Y -Axis OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 1876A - Page: 7 of 7 �i Dia Load Seismic Shear Wind Shear Chord Force --.- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (Klf) (Klf) (Kif) (Klf) (Kip).xxL Roof Level Lines 1 2 0.7 2.73 2.02 0.06 -0.06 0.04 -0.04 0.2 .50 Lines 2 3 0.2 1.36 0.76 0.02 -0.02 0.01 -0.01 0.0 .50 Lines 3 4 0.5 2.71 1.77 0.05 -0.05 0.03 -0.03 0.2 .50 Level 1 Lines 1 2 0.4 1.96 1.84 0.03 -0.03 0.02 -0.02 0.1 .50 Lines 2 3 0.3 0.55 0.69 0.01 -0.01 0.01 -0.01 0.0 .50 Lines 3 4 0.3 1.90 1.61 0.02 -0.02 0.02 -0.02 0.1 .50 Lines 4 5 0.7 1.36 2.88 0.03 -0.03 0.07 -0.07 0.3 .50 LINES Parallel to X -Axis Roof Level Lines A E 0.7 5.83 2.76 0.08 -0.08 0.04 -0.04 0.5 .50 Lines E F 0.2 0.60 0.46 0.02 -0.02 0.01 -0.01 0.0 .50 Lines F G 1.0 0.42 0.49 0.07 0.00 0.08 0.00 0.2 .00 Level 1 Lines A B 0.1 0.24 0.23 -0.06 -0.06 -0.04 -0.04 0.0 .99 Lines B C 0.3 1.44 1.37 0.02 -0.02 0.02 -0.02 0.1 .50 Lines C D 0.2 0.72 0.68 0.01 -0.01 0.01 -0.01 0.0 .50 Lines D H 0.5 4.11 4.19 0.14 0.13 0.13 0.12 0.0 .00 Designs Unlimited Time : 16:23:54 Date : 11 -30 -1999 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 * * * * * * * * ** Story 2 Line 1 Wall 1 Height 8.1 SW Len 16.0 HD Len 16.0 Wt 0.015 Z Seismic Wind 11-- Wall Force: 1.007 1.009 w OTM : 9.732 8.173 Uniform DL: 0.030 0.018 U Header DL : LT 0.000 RT 0.075 LT 0.000 RT 0.046 v Max Down : LT -0.608 RT -0.683 LT -0.511 RT -0.557 N w Res Moment: LT 17.453 RT 18.533 LT 12.006 RT 12.501 Holddown LT -0.483 RT -0.550 LT -0.240 RT - 0.271 Mu. 0 w Story 2 Line 2 Wall 1 Height 8.1 SW Len 7.5 HD Len 7.5 Wt 0.015 Seismic Wind i 1 Wall Force: 0.647 0.595 N 0 OTM : 5.981 4.818 w Uniform DL: 0.000 0.000 Z Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 p Max Down : LT -0.797 RT -0.797 LT -0.642 RT -0.642 sui Res Moment: LT 3.075 RT 3.075 LT 2.290 RT 2.290 Holddown : LT 0.387 RT 0.387 LT 0.337 RT 0.337 § 8 E) SW Story 2 Line 2 Wall 2 Height 4.7 SW Len 10.0 HD Len 10.0 Wt 0.015 w uj Seismic Wind v Wall Force: 0.863 0.793 wh OTM 4.387 3.727 Uniform DL: 0.096 0.059 Um Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 O Max Down LT -0.439 RT -0.439 LT -0.373 RT -0.373 Z Res Moment: LT 7.492 RT 7.492 LT 4.344 RT 4.344 Holddown LT -0.311 RT -0.311 LT -0.062 RT - 0.062 Story 2 Line 3 Wall 1 Height 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 1.502 1.264 OTM 12.753 10.241 Uniform DL: 0.096 0.059 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.125 RT -2.125 LT -1.707 RT -1.707 Res Moment: LT 3.523 RT 3.523 LT 2.179 RT 2.179 Holddown LT 1.538 RT 1.538 LT 1.344 RT 1.344 Story 2 Line 4 Wall 1 Height 8.1 SW Len 23.5 HD Len 23.5 Wt 0.015 Seismic Wind Wall Force: 0.998 0.885 OTM 10.399 7.172 Uniform DL: 0.030 0.018 Header DL : LT 0.000 RT 0.060 LT 0.000 RT 0.037 Max Down LT -0.443 RT -0.503 LT -0.305 RT -0.342 Res Moment: LT 37.650 RT 38.919 LT 25.899 RT 26.481 Holddown LT -1.160 RT -1.214 LT -0.797 RT -0.822 Designs Unlimited Time : 16:23:55 Date : 11 -30 -1999 WALLS Parallel to Y -Axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 2 Story 1 Line 1 Wall 1 Height 8.1 SW Len 14.3 HD Len 14.3 Wt 0.015 Seismic Wind Wall Force: 0.874 0.974 OTM 8.489 7.887 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.026 LT 0.000 RT 0.026 Max Down LT -0.594 RT -0.620 LT -0.552 RT -0.578 Res Moment: LT 12.147 RT 12.485 LT 9.043 RT 9.294 Holddown LT -0.256 RT -0.279 LT -0.081 RT -0.098 Story 1 Line 1 Wall 2 Height 8.1 SW Len 14.0 HD Len 14.0 Wt 0.015 Seismic Wind Wall Force: 0.856 0.953 OTM 8.311 7.722 Uniform DL: 0.023 0.023 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.594 RT -0.594 LT -0.552 RT -0.552 Res Moment: LT 12.701 RT 12.701 LT 9.455 RT 9.455 Holddown LT -0.314 RT -0.314 LT -0.124 RT -0.124 Story 1 Line 2 Wall 1 Height 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Seismic Wind Wall Force: 1.392 1.514 OTM 11.863 12.267 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.977 RT -1,977 LT -2.045 RT -2.045 Res Moment: LT 2.138 RT 2.138 LT 1.592 RT 1.592 Holddown LT 1.621 RT 1.621 LT 1.779 RT 1.779 Story 1 Line 2 Wall 2 Height 8.1 SW Len 4.5 HD Len 4.5 Wt 0.015 Seismic Wind Wall Force: 1.044 1.136 OTM 8.897 9.200 Uniform DL: 0.030 0.030 Header DL : LT 0.150 RT 0.000 LT 0.150 RT 0.000 Max Down LT -2.127 RT -1.977 LT -2.195 RT -2.045 Res Moment: LT 1.988 RT 1.381 LT 1.480 RT 1.028 Holddown LT 1.535 RT 1.670 LT 1.716 RT 1.816 Story 1 Line 3 Wall 1 Height 9.0 SW Len 24.0 HD Len 24.0 Wt 0.015 Seismic Wind Wall Force: 2.405 2.412 OTM 24.565 21.708 Uniform DL: 0.023 0.023 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -1.024 RT -1.024 LT -0.904 RT -0.904 Res Moment: LT 40.824 RT 40.824 LT 30.391 RT 30.391 Holddown LT -0.677 RT -0.677 LT -0.362 RT -0.362 Designs Unlimited Time : 16:23:55 Date : 11 -30 -1999 WALLS Parallel to Y -Axis Story 1 Line 4 Wall 1 Height 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.947 1.346 OTM 8.068 10.902 Uniform DL: 0.010 0.010 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -2.017 RT -2.017 LT -2.726 RT -2.726 Res Moment: LT 0.950 RT 0.950 LT 0.708 RT 0.708 Holddown LT 1.779 RT 1.779 LT 2.549 RT 2.549 Story 1 Line 4 Wall 2 Height 8.1 SW Len 5.3 HD Len 5.3 Wt 0.015 Seismic Wind Wall Force: 1.255 1.783 OTM 10.690 14.445 Uniform DL: 0.010 0.010 Hader DL : LT 0.000 RT 0.010 LT 0.000 RT 0.010 Max Down LT -2.017 RT -2.027 LT -2.726 RT -2.736 Res Moment: LT 1.669 RT 1.719 LT 1.242 Ri' 1.279 Holddown LT 1.702 R'I' 1.693 LT 2.491 RT 2.484 Story 1 Line 5 Wall 1 Height 9.0 SW Len 9.5 HD Len 9.5 Wt 0.015 Seismic Wind Wall Force: 0.281 0.805 OTM 3.682 7.245 Uniform DL: 0.030 0.030 Header DL : LT 0.000 RT 0.075 LT 0.000 RT 0.075 Max Down LT -0.388 RT -0.463 LT -0.763 RT -0.838 Res Moment: LT 6.701 RT 7.342 LT 4.989 RT 5.466 Holddown LT -0.318 RT -0.385 LT 0.238 RT 0.187 Story 1 Line 5 Wall 2 Height 9.0 SW Len 7.5 HD Len 7.5 Wt 0.015 Seismic Wind Wall Force: 0.222 0.636 OTM 2.907 5.720 Uniform DL: 0.030 0.030 Header DL : LT 0.075 RT 0.000 LT 0.075 RT 0.000 Max Down LT -0.463 RT -0.388 LT -0.838 RT -0.763 Res Moment: LT 4.683 RT 4.177 LT 3.486 RT 3.109 Holddown LT -0.237 RT -0.169 LT 0.298 RT 0.348 .4u' WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 3 Designs Unlimited Time : 16:23:55 Date : 11 -30 -1999 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 4 Story 2 Line A Wall 1 Height 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.393 0.260 OTM • 3.576 2.108 Uniform DL: 0.270 0.168 Header DL : LT 0.000 RT 0.675 LT 0.000 RT 0.420 Max Down LT -0.894 RT -1.569 LT -0.527 RT -0.947 Res Moment: LT 2.819 RT 5.249 LT 1.552 RT 2.678 Holddown LT 0.189 RT -0.418 LT 0.139 RT -0.143 Story 2 Line A Wall 2 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Seismic Wind Wall Force: 0.786 0.520 OTM 7.153 4.216 Uniform DL: 0.270 0.168 Header DL : LT 0.675 RT 0.675 LT 0.420 RT 0.420 Max Down LT -1.569 RT -1.569 LT -0.947 RT -0.947 Res Moment: LT 16.135 RT 16.135 LT 8.461 RT 8.461 Holddown LT -1.123 RT -1.123 LT -0.531 RT -0.531 Story 2 Line A Wall 3 Height 8.1 SW Len 5.7 HD Len 5.7 Wt 0.015 Seismic Wind Wall Force: 0.560 0.371 OTM 5.096 3.004 Uniform DL: 0.270 0.168 Header DL : LT 0.675 RT 0.675 LT 0.420 RT 0.420 Max Down Li' -1.569 RT -1.569 LT -0.947 R'1' - 0.947 Res Moment: LT 9.187 RT 9.187 LT 4.756 RT 4.756 Holddown LT -0.718 RT -0.718 LT -0.308 RT -0.308 Story 2 Line A Wall 4 Height 8.1 SW Len 3.5 HD Len 3.5 Wt 0.015 Seismic Wind Wall Force: 0.344 0.228 OTM 3.129 1.844 Uniform DL: 0.270 0.168 Header DL : LT 0.675 RT 0.000 LT 0.420 RT 0.000 Max Down LT -1.569 RT -0.894 LT -0.947 RT -0.527 Res Moment: LT 4.284 RT 2.158 LT 2.174 RT 1.188 Holddown LT -0.330 RT 0.277 LT -0.094 RT 0.187 Story 2 Line E Wall 1 Height 8.1 SW Len 4.7 HD Len 4.7 Wt 0.015 Seismic Wind Wall Force: 1.009 0.707 OTM 8.637 5.724 Uniform DL: 0.270 0.168 Header DL : LT 0.270 RT 0.000 LT 0.168 RT 0.000 Max Down LT -2.108 RT -1.838 LT -1.386 RT -1.218 Res Moment: LT 5.034 RT 3.892 LT 2.672 RT 2.143 Holddown LT 0.767 RT 1.010 LT 0.649 RT 0.762 Designs Unlimited Time : 16:23:55 Date : 11 -30 -1999 WALLS Parallel to X -Axis Story 2 Line E Wall 2 Height Seismic Wall Force: 1.288 OTM 11.026 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -1.838 RT -1.838 Res Moment: LT 1.968 RT 1.968 Holddown LT 1.510 RT 1.510 Story 2 Line F Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Wall 1 Height Seismic 0.184 1.770 0.040 LT 0.000 RT LT -0.632 RT LT 0.570 RT LT 0.429 RT Story 2 Line F Wall 2 Height Seismic Wall Force: 0.329 OTM 3.160 Uniform DL: 0.040 Header DL : LT 0.040 RT Max Down LT -0.672 RT Res Moment: LT 1.997 RT Holddown LT 0.233 RT Story 2 Line G Wall 0 Height Seismic Wall Force: 0.000 OTM 0.000 Uniform DL: 0.040 Header DL : LT 0.000 RT Max Down LT -0.000 RT Res Moment: LT 0.000 RT Holddown LT -0.000 RT Story 1 Line A Wall 0 Height 0.0 SW Len Seismic Wall Force: 0.000 OTM 0.000 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 Res Moment: LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 5 8.1 SW Len 6.0 HD Len 6.0 Wt 0.015 Wind O .902 7.307 O .000 LT 0.000 RT 0.000 LT -1.218 RT -1.218 LT 1.465 RT 1.465 LT 0.974 RT 0.974 8.1 SW Len 2.8 HD Len 2.8 Wt 0.015 Wind O .259 2.095 0.025 0.040 LT 0.000 RT 0.025 -0.672 LT -0.748 RT -0.773 0.671 LT 0.385 RT 0.431 0.393 LT 0.611 RI' 0.594 8.1 SW Len 5.0 HD Len 5.0 Wt 0.015 Wind 0.462 3.741 0.025 0.080 LT 0.025 RT 0.050 -0.712 Li' -0.773 RT - 0.798 2.177 LT 1.310 R'I' 1.393 0.197 LT 0.486 RT 0.470 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.025 0.000 LT 0.000 RT 0.000 -0.000 LT 0.000 RT 0.000 0.000 LT 0.000 RT 0.000 -0.000 LT -0.000 RT -0.000 0 0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.000 0.000 RT 0.000 0.000 RT 0.000 0.000 RT 0.000 - 0.000 RT -0.000 LT LT LT LT Designs Unlimited Time : 16:23:56 Date : 11 -30 -1999 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 6 Story 1 Line B Wall 1 Height 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Z Wall Force: 0.554 0.458 OTM 4.880 3.712 w Uniform DL: 0.120 0.120 Header DL LT 0.000 RT 0.240 L'1' 0.000 RT 0.240 v O ' Max Down : LT -1.220 RT -1.460 LT -0.928 RT -1.168 u['� Res Moment: LT 1.739 RT 2.603 LT 1.294 RT 1.938 Holddown LT 0.785 RT 0.569 LT 0.604 RT 0.444 N u. Story 1 Line B Wall 2 Height 8.1 SW Len 5.5 HD Len 5.5 Wt 0.015 w Seismic Wind 5 Wall Force: 0.762 0.630 1 OTM 6.710 5.104 N O Uniform DL: 0.120 0.120 w Header DL : LT 0.240 RT 0.360 LT 0.240 RT 0.360 ? Max Down : LT -1.460 RT -1.580 LT -1.168 R'I' -1.288 V2 Res Moment: LT 4.475 RT 5.069 LT 3.332 RT 3.774 S w Holddown : LT 0.406 RT 0.298 LT 0.322 RT 0.242 t5 E Story 1 Line B Wall 3 Height 8.1 SW Len 6.5 HD Len 6.5 Wt 0.015 p t Seismic Wind w w Wall Force: 0.900 0.745 v OTM : 7.930 6.032 66 Uniform DL: 0.127 0.127 W Z Header DL : LT 0.382 RT 0.382 LT 0.382 RT 0.382 t.).„,- Max Down : LT -1.602 RT -1.602 L.1' -1.311 RT -1.311 p Res Moment: LT 6.972 RT 6.972 LT 5.190 RT 5.190 Z Holddown LT 0.147 RT 0.147 LT 0.130 RT 0.130 Story 1 Line B Wall 4 Height 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.554 0.458 OTM 4.880 3.712 Uniform DL: 0.127 0.127 Header DL : LT 0.382 RT 0.000 LT 0.382 RT 0.000 Max Down LT -1.602 RT -1.220 LT -1.311 RT -0.928 Res Moment: LT 3.170 RT 1.793 LT 2.360 RT 1.335 Holddown LT 0.427 RT 0.772 LT 0.338 RT 0.594 Story 1 Line C Wall 1 Height 8.1 SW Len 3.0 HD Len 3.0 Wt 0.015 Seismic Wind Wall Force: 0.129 0.171 OTM 1.338 1.385 Uniform DL: 0.165 0.165 Header DL : LT 0.000 RT 0.223 LT 0.000 RT 0.223 Max Down LT -0.446 RT -0.669 LT -0.462 RT -0.685 Res Moment: LT 1.160 RT 1.762 LT 0.864 RT 1.312 Holddown LT 0.059 RT -0.141 LT 0.174 RT 0.025 Designs Unlimited Time : 16:23:56 Date : 11 -30 -1999 WALLS Parallel to X -Axis Story 1 Line C Wall 2 Height 8.1 SW Len 6.5 HD Len 6.5 Wt 0.015 Seismic Wind Z Wall Force: 0.279 0.371 OTM 2.899 3.002 Uniform DL: 0.165 0.165 Header DL : LT 0.223 RT 0.000 LT 0.223 RT 0.000 v Max Down LT -0.669 RT -0.446 LT -0.685 RT -0.462 v Res Moment: LT 6.750 RT 5.447 LT 5.025 RT 4.055 2w Holddown LT -0.592 RT -0.392 LT -0.311 RT -0.162 9 CO Li. Story 1 Line C Wall 3 Height 8.1 SW Len 8.5 HD Len 8.5 Wt 0.015 w O Seismic Wind F- Wall Force: 0.365 0.485 LL OTM : 3.791 3.925 N d Uniform DL: 0.135 0.135 W Header DL : LT 0.236 RT 0.000 LT 0.236 RT 0.000 Z Max Down : LT -0.682 RT -0.446 LT -0.698 RT -0.462 IR Res Moment: LT 10.147 RT 8.339 LT 7.554 RT 6.208 Holddown LT -0.748 RT -0.535 LT -0.427 RT -0.269 ; Q Story 1 Line D Wall 1 Height 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 0 Seismic Wind w w Wall Force: 1.961 2.239 OTM 16.673 18.137 u. h. Uniform DL: 0.102 0.102 Header DL : LT 0.000 RT 0.138 LT 0.000 Ri' 0.138 vv1 Max Down : LT -2.084 RT -2.222 LT -2.267 RT -2.405 p Res Moment: LT 6.437 RT 7.428 LT 4.792 RT 5.530 0 Holddown LT 1.280 RT 1.156 LT 1.668 RT 1.576 Story 1 Line D Wall 2 Height 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Seismic Wind Wall Force: 0.981 1.120 OTM 8.336 9.069 Uniform DL: 0.102 0.102 Header DL : LT 0.138 RT 0.138 LT 0.138 RT 0.138 Max Down LT -2.222 RT -2.222 LT -2.405 RT -2.405 Res Moment: LT 2.105 RT 2.105 LT 1.567 RT 1.567 Holddown LT 1.558 RT 1.558 LT 1.875 RT 1.875 Story 1 Line D Wall 3 Height 9.0 SW Len 12.5 HD Len 12.5 Wt 0.015 Seismic Wind Wall Force: 3.064 3.499 OTM 29.098 31.488 Uniform DL: 0.188 0.188 Header DL : LT 0.253 RT 0.000 LT 0.253 RT 0.000 Max Down LT -2.581 RT -2.328 LT -2.772 RT -2.519 Res Moment: LT 25.523 RT 22.676 LT 19.001 RT 16.881 Holddown LT 0.286 RT 0.514 LT 0.999 RT 1.169 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 7 Designs Unlimited Time : 16:23:56 Date : 11 -30 -1999 WALLS Parallel to X -Axis WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 8 Story 1 Line H Wall 0 Height 0.0 SW Len 0.0 HD Len 0.0 Wt 0.015 Seismic Wind Wall Force: 0.000 0.000 OTM 0.000 0.000 Uniform DL: 0.040 0.040 Header DL : LT 0.000 RT 0.000 LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 LT 0.000 RT 0.000 Res Moment: LT 0.000 RT 0.000 LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 LT -0.000 RT -0.000 Designs Unlimited Time : 16:23:56 Date : 11 -30 -1999 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis LEFT END SEIS WIND z X Y Lt Lt Dis Dis HD HD rt 11 Story Line Wall ft ft K K v UO coo co 2 2 1 16.00 14.30 0.39 0.34 W 1 2 1 16.00 16.00 2.01 2.12 N u. Wo 2 3 1 22.00 28.00 1.54 1.34 5 1 3 1 22.00 20.00 0.35 0.53 1 4 1 36.00 2 .00 0.62 1.75 i Nd W Z Designs Unlimited Time : 16:23:57 Date : 11-30-1999 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis Story Line Wall RIGHT END SEIS WIND X Y Rt Rt Dis Dis HD HD ft ft K K 2 2 1 16.00 21.80 0.39 0.34 1 2 1 16.00 22.00 2.01 2.12 1 2 2 16.00 38.00 1.36 1.75 2 3 1 22.00 34.00 1.54 1.34 1 3 1 22.00 44.00 0.22 0.42 WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 2 Designs Unlimited Time : 16:23:57 Date : 11-30-1999 SUMMARY OF ACCUMULATED HOLDDOWN FORCES © LEFT END OF SHEAR WALL Walls Parallel to X axis LEFT END SEIS WIND X Y Lt Lt Dis Dis HD HD Story Line Wall ft ft K K 2 A 1 0.00 0.00 0.19 0.14 WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 3 February 7, 2001 Don Leabo 6855 — 176th Avenue Ne, #235 Redmond, WA 98052 RE: CORRECTION LETTER #1 Development Permit Application Number D01 -001 Leabo Short Plat — Lot 2 82nd Place S and S 137th Dear Mr. Leabo: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire 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 encl xc: File No. D01 -001 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Mr. Norris and Ms. Mildred Saari 13535 53 Avenue South Tukwila, WA 98168 Dear Mr. and Mrs. Saari: Sincerely, 6 Pace Planning Manager cc: Department of Community Development Steve Lancaster, Director c:\mydocs\Leabo\Saari-survey.doe City of Tukwila mb, Associate Planner Bob Noe, City Attorney Dave Larson, Senior Building Inspector RE: Leabo /Sandhu Short Plat (L98 -0037) and Buildine Permit DO 401 Steven M. Mullet, Mayor May 10, 2001 Thank you for your letter dated May 4, 2001 regarding your concern about the accuracy of the survey that was prepared for the two -lot short plat approved on the parcel of land that adjoins yours on the south. That short plat, file number L98 -0037, was recorded on January 26, 1999. Building permits have been issued for the two lots that were approved through the short plat (D2000 -225 and DOI -001). Development on the lot adjacent to yours is through building permit D01 -001, issued to Mr. Don Leabo. The procedure to dispute the survey prepared for the Leabo short plat would be to have your own survey prepared and compare your parcel boundary location with that of the Leabo survey. If there is a discrepancy between the property boundaries in the two surveys, then the City will review the two surveys. Until a second survey shows that there is a problem with the location of the parcel boundaries, the City cannot take any action against the building permits that have been issued. If you wish to contest the boundaries by tiling a claim for adverse possession, that claim is filed in King County Superior Court. You noted in your letter that the Leabo site was marshy. During review of the short plat, there were no site conditions that met the threshold for a sensitive area under the City's Sensitive Areas Ordinance, either for steep slopes or for wetlands. Regarding the size of the house under construction, the zoning code states that the floor area ratio for all structures on a single family building site may not exceed 50 %. This means that the total square footage of the structures divided by the lot area cannot exceed 50 %. In the case of the Leabo house, the structure is 2,237 square feet in size; the lot is 8,158 square feet, which results in a lot coverage of 27.4 %. Please let me know if you have any questions. I can be reached at 206 -431 -3686. If you wish to submit your own survey, please send it to my attention so that its review can be expedited. 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 Dear r fanner ; I41x 3, 2001 Tukwila we owners of property, in Tukwila at 13535 53rd Ave. So., are Protesting the development of property immediately between the back of our property and 52nd r`lace So. 1. Their property lines do not seem to be properly laid out in respect to those in our Deed. 2. Their property is swampy and has standing water all year. 3. The proposed house plans seem to exceed the square fcotgge Compared to the lot size for which this area is zoned. -,/ Norris Saari /i/ f »e 5G, and Mildred Saari 13535 53rd Ave. So. Tukwila, Wa. Respectfully, ) 2111 to cog I Z d z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -001 PROJECT NAME: LEABO SHORT PLAT - LOT 2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: XX Original Plan Submittal Response to Incomplete Letter /I_ Response to Correction Letter # Revision r After Permit Is Issued DEPARTMENTS: Build g'Division X flub L i tt'io! Public Works Fire Prevention He " Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n TUES /THURS ROUTING: Please Route P Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: Y9iRtll 4V- II X DATE: 1 -3 -01 PlanUgDivision t. itti a ( . f Permit Coordinator DUE DATE: 1 -4-2001 Not Applicable Ei No further Review Required C DATE: DUE DATE 2-1 -2001 Not Approved (attach comments) E: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 17 1 pu) ACTIVITY NUMBER: D01 -001 DATE: 02 -12 -01 PROJECT NAME: LEABO SHORT PLAT- LOT2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter # 1 DEPARTMENTS: Building Division Public War s Ad00 C1WOO i--1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Comments: Incomplete C TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Revision if After Permit Is Issued C C PlanncnNivision �J l�,c. Z -13101 Permit Coordinator DUE DATE: 02-13-01 Not Applicable n DUE DATE 03-13 -01 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditionsri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 'EMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -001 PROJECT NAME: Leabo Residence ADDRESS: 13550 52 PI S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division U Fir pq* r vention Pu lic Wor s a IM Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E l' Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10/18/01 Approved n Approved with Conditions CORRECTION DETERMINATION: Approved \ PRROUIE.DOC 5199 Approved with Conditions Incomplete I 1 Not Applicable DATE: 9/19/01 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9 /20/01 n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -001 PROJECT NAME: Leabo Residence ADDRESS: 13550 52 PI S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [I Comments: TUES /THURS ROUTING: Please Route C Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: \PRROUIE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete DATE: 9/19/01 in n DATE: Planning Division Permit Coordinator DUE DATE: 9/20/01 Not Applicable E DUE DATE 10/18/01 Not Approved (attach comments) n vi 1/' / /2c/d n n DUE DATE Approved — Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -001 PROJECT NAME: Leabo Residence ADDRESS: 13550 52 PI S DEPARTMENTS: Building Division Public Works Complete Comments: \PRROU T E. DOC 5/99 PLAN REVIEW /ROUTING SLIP n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C TUES /THURS ROUTING: Please Route 5 Structural Review Required REVIEWER'S INITIALS: S APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n REVIEWER'S INITIALS: 9/21 DATE: 9/19/01 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # 1 After Permit Is Issued Fire Prevention Fi Planning Division No further Review Required DATE: 3 ` °1 DUE DATE 10/18/01 Not Approved (attach comments) DATE: n Permit Coordinator n DUE DATE: 9/20/01 Not Applicable n CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -001 DATE: 02 -12 -01 PROJECT NAME: LEABO SHORT PLAT- LOT2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # 1 Revision t After Permit Is Issued - ..rte.... DEPARTMENTS: Building Division Public Works Complete 410(111 Ix,.' Vet PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Ei Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) n n Comments: Planning Division Permit Coordinator DUE DATE: 02-1 3-01 Not Applicable E No further Review Required n DATE: I3 0 1 DUE DATE 03-1 3 -01 n n Approved n Approv ith Conditions Not Approved (atta h comments) n "7 REVIEWER'S INITIALS: --�- -✓ DATE: 4. C ) / D CORRECTION DETERMINATION: Approved n Approved with Conditions n r ,� ,� Not Approved (attach comments) REVIEWER'S INITIALS: 6,0.T : DUE DATE ACTIVITY NUMBER: D01 -001 DATE: 02 -12 -01 PROJECT NAME: LEABO SHORT PLAT- LOT2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: Original Plan Submittal Response to Correction Letter 1 Revision if After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Comments: Incomplete Li APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved vxzuurr[x, Fire Prevention Approved with Conditions C C Planning Division REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 02 -1 3-01 TUES /THURS ROUTING: Please Route n Structural Review Required LI No further Review Required Fr REVIEWER'S INITIALS: DUE DATE 03-1 3 -01 Not Applicable C DATE: ( Approved ri Approved with Conditions n Not Approved (attach comments) ri DATE: REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 - 001 DATE: 1 - - PROJECT NAME: LEABO SHORT PLAT - LOT 2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: XX Original Plan Submittal Response to Incomplete Letter it Response to Correction Letter r! Revision f? After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comment TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved h Conditions \ N REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required Approved with Conditions Fire Prevention ri Planning Division C I I REVIEWER'S INITIALS: DATE: Permit Coordinator n C DUE DATE: 1-4-2001 Not Applicable C No further Review equi ed n DATE: DUE DATE 2-1 -2001 Not Approved (attach comments) DATE: 1 az1 Not Approved (attach comments) DUE DATE PERMIT NO.: Dot "DO BUTLDTNG ?ERMITS 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 g 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested t / 00095 Footing Drains Nr 00100 Foundation Footings lir 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation alt 00350 Crawl Space Fir 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing Q' 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /AII Typcs ( r , 00700 Framing 0750 Roof /Ceiling Insulation 00800 Floor Insulation i 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ( ' 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Q r 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- rcroof 01400 Final -Fire g 0 1 700 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- Shotcretc ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: S Pc n " 0,2,7 eritisazet Permit Tech: 11 1A CONDITIONS Qr 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment [, 0015 Engineered truss drawings & calcs shall be on site I10 0016 Exposed insulation backing material ❑ 0017 Subgradc preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." f 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 02.1 All spray applied fireproofing shall be special inspected • 0025 All wood to remain in placed concrete shall be treated ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 028 Rack storage requires separate permit 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 tvlanufacturers 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 0 will be required fur this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall .- 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces • 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall bc anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WADO certified inspector ❑ 0008 All high - strength bolting shall bc special inspected ❑ 0009 Bolts installed in concrete shall bc special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot ' Plan Reviewer: Date: Date: 1-24 -2001 I - 24--0I ACTIVITY NUMBER: D01 -001 DATE: 1 -3 -01 PROJECT NAME: LEABO SHORT PLAT - LOT 2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter 11 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) n n REVIEWER'S INITIALS: 41(0.()t I It IN lC S^•1 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Approved wit,h Conditions n CORRECTION DETERMINATION: Approved ri Approved with Conditions n Planning Division Permit Coordinator DUE DATE: 1 -4 -2001 Not Applicable No further Review Required ri n DUE DATE 2 -1 -2001 Not Approved (attach comments) DATE: ///0/ n DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -001 PROJECT NAME: LEABO SHORT PLAT - LOT 2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: XX Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Tit'li 1)II tX)i WI PLAN REVIEW /ROUTING SLIP Response to Correction Letter 11 C El Fire Prevention oe. des Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete C Comments: TUES /THURS ROUTIbJG: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Revision 11 n n n DATE: 1 -3 -01 Response to Incomplete Letter r'? After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 1-4-2001 Not Applicable El No further Review Required DATE: DUE DATE 2-1 -2001 Not Approved (attach comments) I I DATE: I 11 0 DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: January 4, 2001 APPLICANT: Donald Leabo RE: Leabo Short Plat, Lot 2 ADDRESS: 52 " Place South & South 137 Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. c: \taro I \general \memos2001 \d01- 001.doc Steven M. Mullet, Mayor 1. Please revise the site plan to move the house one foot back in order to provide a 20 foot front setback for all portions of the front of the house. As currently shown on the site plan, the garage is setback only 19 feet from the front property line. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 DEPARTMENTS: Building Division Public Works Complete E Comments: Approved REVIEWER'S INITIALS: Approved TRW/lit LX Vet PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -001 DATE: 1 -3 -01 PROJECT NAME: LEABO SHORT PLAT - LOT 2 SITE ADDRESS: 52 PL S & S 137 SUITE NO: XX Original Plan Submittal Response to Incomplete Letter ," Response to Correction Letter if Revision (r After Permit Is Issued C CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete I I TUES /THURS ROUT NG: Please Route Structural Review Required ! I No further Review Required REVIEWER'S INITIALS, DATE: 01 -0 5 — c'J APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions C REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator n n DUE DATE: 1-4-2001 Not Applicable 1 1 DUE DATE 2 -1 -2001 Not Approved (attach comments) [icl DATE: Ol I ZOO( DUE DATE Not Approved (attach comments) VED ;IAN 0 5 :'UO1 T U K VV LA PUBLIC WORKS DATE: February 6, 2001 PROJECT: Leabo Residence PERMIT NO.: D01 -001 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. JJS:ad 1doc483) City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS 1. Show dimensions of the proposed driveway (width and length). Steven M. Mullet, Mayor James F. Morrow, P.E., Director 2. Specify type of driveway surfacing, show percent of slope and runoff direction. Show edge of existing roadway pavement and a 5 -foot turning radius at each driveway edge. 3. Show existing and proposed topography — 2 -foot contour intervals required. Show estimate of yardage for grading, both cubic yards of cut and cubic yards of fill. Will there be any dirt (specify cubic yards) that will be imported to or exported from the site? Show finished floor elevation. 4. Show erosion control plan with temporary and permanent measures. 5. Label existing sanitary sewer pipe sizes and show how existing house will be connected to existing sewer. Show proposed sanitary side sewer from property line to the house. Specify type of pipe material, pipe size, percent of slope on pipe /length of run. 6. Show how roof drains and foundation drains are connected to existing storm drainage system. Show type of pipe (ADS -N12), pipe size, location, slope, invert elevations. 7. Tukwila has an undergrounding ordinance. Power and telecommunication shall be placed underground. Show the nearest power pole and show how power service will be provided for the proposed residence. Contact your power company for design coordination. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 433 -0179 • Fax: 206 -431 -3665 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: ❑ Response to Incomplete Letter # -- Response to Correction Letter it / ❑ Revision # after Permit is Issued & =40 . 416, Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: c'2_1/ s c t 3'"1 0o ,J i j-& -- e 9( op Phone Number: Summary of Revision: 2 % % / £ t / vtt i k 19_// Received at the City of Tukwila Permit Center by: Entered in Sierra on cwt •'F.4k., t ,. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08 /30 /00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q// ( ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # ' after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: 44 A- A l t i s Az-4 5 5 An ,4— S No Pe S �' 2- Ai& 2 R 4i N s ,1-- / ? Av6 s Arta 1i% kit S 2.-- 1. 'Co , w A A'S Avt # FDA, , ri -ate .W , Q_ w O 414- p L ' / e B F /&r is 4%1,7 4- W+4��1/L AO l - sr ` .)60/9-4- 0 -s SALA l ibir AI • / 4 ( I Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 CC_' ) o.51‘) e (3SCo c Z Nag ,3 10A-en Plan Check/Permit Number: de( — cw Phone Number: goo— 82 - g o d4A-14,7-r- � J r = 1 S t - t r t.I L /94'k / . 4 1 d�S /44 �(" '�- i� n.. fob-. r't-63,4."00 c� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on ` i I *) I c�7L rte► & RECEIVED TUKVVILA PUBLIC WORKS 08/30/00 1101 Owner's Name Re - iential Sewer Use Certifi "ion (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 but is limited by state law to 510.50 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 on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) /(Last F,,st. M in t Property Tax I.D. Number Property Legal Address: /- Lea — oca Subdivision Name SMlat ? ror Subdiv. # Vol (17 Lot # 1— Block #PBS /11 4 ill IF Building Name ima ryis F Le. - 9qo 12� -- �i 5 bf andkaae1 7 C Property NO / S , - 7 i 7'7 ' Street Address S2 r City, State, Zip 714K, w r�,.A -, 414} 7if l ei Owner's Mailing �s / ' �e N& 2-3 Address & (1 dtlerent from /� �'�y`/ /� (� �+ • above) ' /L.y ` �U ,�%� 9r� " 7 L" Owner's Phone Number (eV ) ei Property Contact Phone Number ( � Party to be Billed Of different from owner) Party's Mailing Address 9hsie tit different from above) City or Sewer District 744L41./, t... Date of Connection N Side Sewer Permit # 17 0/- / Demolition of pre-existing building? Li Yes iU1�10 Demolition Permit # N/ir Plea check appropriate box: Single- family 117 Duplex (0.8 RCE per unit) `) 3 -Plex (0.8 RCE per unit) () 4 -Plex (0.8 RCE per unit) l i 5 or more (0.64 RCE per unit) No. of Units x 0.64 = Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. !certify that the information given is correc 1 nderstand that the capacity charge levied will be based on this information and any deviation will require resubmissi . o; corrected dat or determination of a revised capacity charge. Date y0 0 Signature of Owner /Representative 1.0 1.6 2.4 3.2 Print Name of Owner /Representative 1 9 0 Al Residential Customer Equivalent (RCE) 1057 (Rev 2 White — King County Yellow — Local Sewer Agency Pink — Sewer Customer w ci U U 2 w (/) w to o As you are aware, the above - referenced parcel was included in Tukwila LID No. 18 for O Lower Foster area sanitary sewers. The enclosed map shows a 6 -inch side sewer stub available at the northwest corner of the property approximately 3 feet south from the northerly D 0 property line. w w F � O May 14, 1998 Mr. Don Leabo 6855 176th Ave. NE, #235 Redmond, WA 98052 Subject: Sewer Availability to Parcel /1000300- 0006 -01 at 135xx 52nd Place South Dear Mr. Leabo: After conferring with Public Works Administration, it appears that a proportionate fair share agreement is not required, particularly for areas previously assessed a part of the cost of a sewer system designed to provide the necessary capacity. Extending the 6 -inch southerly from the existing Y- connection and installing a second Y- connection for the added house is acceptable. We encourage you to demonstrate that your proposed construction will cause minimal disruption to the new pavement overlay on 52nd Place South. If there is not sufficient right -of -way, then an easement along the frontage of the northerly lot would be an acceptable alternative. If you have any questions, please contact me at 433 -0179. CITY OF R OF TU o Kwtw Sincerely, Pat Brodin, P.E. Senior Engineer PB:ad enclosure cf: Permit File PB:C:IMSOFFICEIWH WORDILEABOLTR.doc City of Tukwila Department of Public Works 0 - 00 1 John W. Rants, Mayor Ross A. Earnst, P. E., Director Fi �r. I V i i i 0 PERMIT CE.NTEF• 6300 Southcenter Boulevard, Suite #100 4 Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431 M T ° .L's tk' 'r"�',;•,t, ,'Z�'lzrs`,'M1. TA VE/i!Y • /7l0 9.74 g7 /352/ 4.160 EL.2 3 C33 41/i3 /3525 . EL.30.7 �,�pdo• //40 0 0rGG , 1',A, 44 353/ E1.346 EL 296 ' +5 'dP Z gap. ELECTIVCAL ` SPLICE .BQXE'S `4.0 '3537 g , � 5' � i® EL • 308 16:54E‘4 . 52ND 101 ‚i �,,.. /3532 EL.52.2 Yt9 P711 28 T _t♦ • L L.72. / • 7 0 0.84 • u: 5' Ilea O • till 24 /3453 EL. 22.3 27 , 27 35�iWCE EL N 57AT /O/Y Toc"" EL. 25.9 1 H 7191 ' 0 GG A 1 3432 :L.203 MM s. , rct i • -4 M/I5 MN •9 RECEIVED CITY OF Ti n'' +.'■ A rig /86 :3' 5' 533' O EL.9M To 0+as53% c \ 125' O 5313 S OU 7 Page: 1 Document Name: ASSESSOR AS36 ACCOUNT NUMBER: 000300 - 0003 -0 TAXPAYER NAME: SANDHU KULWANT S &SANTOKH K LEGAL DESCRIPTION - PAGE 1 LOT PORTION BLOCK FOSTER STEPHEN- DC # 38 RECORDING NO 9901269015 OF SECTION 14 -23 -04 N 90 -00 -00 E 442.70 FT TH N 10 -48 -00 W 101.23 FT TH S 79 -58 -35 W 74.88 FT Date: 12/29/2000 Time: 12:44:54 PM KING COUNTY DEPARTMENT OF ASSESSMENTS REAL PROPERTY LEGAL DESCRIPTION PROPERTY ADDRESS: QTR: SW SECT: 14 TWN: 23 RNG: 04 FOLIO: 20608 -A- NOTE: READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN PLAT: FOSTER STEPHEN # 38 LOT 2 OF CITY OF TUKWILA SAID LOT 2 DEFINED TH S 0 -00 -00 W 433.47 FT TH N 10 -48 -00 W 101.39 FT TH N 73 -19 -00 E 80.24 FT TO POINT OF BEGINNING * * * END OF LEGAL DESCRIPTION * ( 0.1 NEXT ACCOUNT: 000300 0003 0 JUMP CODE: ENTER-PFI--PF2--PF3--PF4--PF5--PF6--PF7--PF8--PF9--PF10-PF11-PF12-PF13-PF14-PF15 HELP END MENU CHAR RCVB HIST LEGL BROW PF -HELP MENU+ RECEIVED CITY OF murwm A c'ERMtT C N TEF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUAUTY OF THE DOCUMENT. SHORT PLAT NO L98 -0037 BEGIN NW CORNER OF SW 1/4 TH AT RIGHT ANGLES TO POINT OF BEGINNING TH S 08 -14 -13 E 110.58 FT pocLDi PAI11080 -S 12/29/00 TUKWILA SUBAREA: 051 -004 LEGAL DESCRIPTION FOR UTILITY EASEMENT AN EASEMENT FOR UTILITIES UNDER, OVER, ACROSS, AS NOW EXISTS, TO BE CONSTRUCTED, MAINTAINED, SERVICED, OR REPAIRED ON LOT 1 DESCRIBED AS FOLLOWS: A STRIP OF LAND BEING 10.00 FEET IN WIDTH AND LYING PARALLEL AND ADJACENT TO THE EAST LINE OF LOT 1 OF CITY OF TUKWILA SHORT PLAT No. L98-0037 AS RECORDED IN VOLUME 127 OF SURVEYS, AT PAGES 111 AND 111A, UNDER AUDITOR'S FILE No. 990126- 9015 RECORDS OF KING COUNTY, WASHINGTON. sE cEIVED Girl 0 , - 1) peFtma CENTER DO I 00 i June 12, 1998 Lt. Steve Kohler Fire Prevention Officer City of Tukwila Fire Department Dear Lt. Kohler: I met you at a short plat pre - application meeting a couple weeks ago. The short plat is named "Leabo /Sandhu Short Plat ". M that meeting, we told you that we felt the parcel was over 250 feet from the nearest fire hydrant on 52". Avenue South. You told us that we would have to check with Water District 125 to get specifics per the amount of pressure they could supply us for a fire hydrant at the property, or to sprinkle the proposed homes. We checked with Mr. Russ Austin of Water District 125. He told us that he thought the fire hydrant on 52 " Avenue South was closer than 250 feet. We took a walking wheel out and measured the distance. The distance from that fire hydrant is 217 feet from the parcel. The measurements are: 40 feet from the hydrant south along 52". Ave. S. to S. 137 Street; then 165 feet along S. 137 Street east to S2 " Place S.; then 12 feet along 52 " Place S. north to the proposed short plat. With this information, will we still need to address the need for a new fire hydrant and /or sprinkler systems in the proposed dwelling units? I have also provided this information to Ms. Joanna Spencer, Development Engineer in the City of Tukwila Public Works Department. Sine ly, Conk ct Person for Leabo /Sandhu proposed Short Plat 6855 — 176 Ave., N.E., #235 Redmond, WA 98052 425 -558 -4092 Office 206 - 714 -8825 Cell phone 425 - 883 -1150 Home CITY OF RECEIVED WILA ;,r': PERMIT CENTER PART A: (To be completed byepplicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Agent/Contact Person: 1 i 7 r)E� j /IR, lc Owner nformation: Name:) fJp L c j �� Name: , • Address:, 6 1]t YC d oZ3� W Address rv - 1 2A 1� Y /I� r ' ,� �U(,tU� Phone: - - Ai '7 RS :,. 1 -6Aer3 • P freco-y y 6 This certificate is for the purposes of: �-,,r ❑ Residential Building Permit ❑ Preliminary Plat lam" Short Subdivision Commercial/lndustrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): r . —1 a RECENE rLP Vehicular distance from nearest hydrant to the closest point of structure _ ____ft. Area is served by (Water utility district): /; Owner /Agent Signature � f , 8 Date: 'FRNin `'` V Certificate of Water Availability PROJECT 11: PART B: (To be completed b r utility district) The proposed project is located within The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to moot the minimum flow requirements of the project before connection: (Use se • arate shoot if more mom is needed Bas ed . .upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of / S fps as documented by the atlactied calculations. CITY OF TUKWILA Permit Cen 6300 Soutlicenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-11 (Required only if outside City of Tukwila water utility district) (City /County) 1 hereby certify that the above information is true and correct. (2.5 PART C: (To be completed by governing Jurisdiction) Water Availability: Cl Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. _ Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) WTRAVAILDOC 6/5/96 Agency /Phone By Pot .'oo I Date ZL� 1 052.00I (8N7) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL — . .s REGIST.. # •- EXP. DATE CCO1 •�GREENHL002PK -09/27 /2001 EFFECTOE _P 1TE ,- { GREENRIDGE HOMES LLC - 6855 176TH AVE NE #235 REDMOND WA 98052 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Z i I— H W re -J C.) O 0 CO C3 J = H N ll. W 2 Q N D 1 H W Z � O ill • W 0 to 0— O {— W W S2 — U. O .. Z w U O Z 91 S°. 0r F O ?. L ItiIE 4 FROrr� , BIB P� e F :) I�IE. \N c.f�Tr_r -1 EXIST. Ca (T'1PE1I- L:: 4') — F,M• 51• 0I(24", of -) le-: fi: 41.20 (24 ", . I (12, ,,,iD(e IR; L46.°ls( 5 ' � r)K ( hiST• SIOE _ t S5' LANG �UNKrOwN DErni TYP SECTION - 52 r,,d PLACE. roo. 2 N u 1 32 d. 0 O0 \‚ tW WM 0 i0 ZA 4c' FT. I " = 2o' r � r N,. • N • _ R' CANC; IF . 5 A W LTH Is P R 5Lv L " Pv SC 3b SIDE MIN• 2/0 , 1 P TO ?2E DEID- cArk 14' 54,E \' 5 , 12 ' ,: > -t BIZ @ 0.0% ENO r S eDo R P N oy= I ,slrl01 (T`(P>^ T.) INSTALL N ci FACIE- O P A Lc7CATT TC-H FX• C- ,RAP0 ( Z" CoNTRAC,TQR To L_OC4=NTE. AND Or' T =k LST. SIDE_ EWER ECU ,. It -srp., L C'i FA1.1 OUT TO SuFZFArF , -> TEND Lo" PVC SDR 35 SIDE 5EwER To L iDT t Ak p LOT 2 As SHOwN 60 L oT 1 (z ) eJE \ ( 2) No, ( ESMl weavit- SRVU C uT E)dsT. 1�5PFiI'd -T @ G>=NTF•RL_INE . SEAL / 301N41 W l PAR 4 / RoP 0 L_ BE.N2 � NoW C R ' cti /u1% - v om "4444 Eil E; 5 6 to a9 N Ltt4 IE; SS.I 12 , 9 FS 4 RE--KkO c D EXiS • la" co"c• DRA UTILITY CONFLICT' NOTE. IN. c --NV W CA I t4. -- \ i r -- I'_" INTO tom• •\ 11/4 . 1.1 =w ' t 5A5lI.4 11. Foln : Co'f.C, MATCH FL-OW L-1 I I`- • 44,10 (12 .. N 00T) FRvM cL RECEIVED FEB 0 6 2001 TU KW I LA PUBLIC WORKS CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR WISING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN Ot L.LSE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING DIE HORIZONTAL AND VER11C:.L L..;ATION PRIOR`TO CONSTRUCTION: i}11S SIIALL INCLUDE CALLING UTILITY LOCATE' a 1 - D00 - 424 - 5555 AND THEN POTHOLING ALL OF DIE EXISTING UTILITIES AT LOCATIONS OF NEW URL:IY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS Of SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VAR'i:i1DN. HcA NGT•i . Mw. 4" AsPHAL.T TRe• c.1-1 must BC SEAL-a° D TENC -1-I I - ' FILL W/ G PtR - Gk151-1).JG WATER CA FIRM CO rrC OR TO LACTsTO N • QS- U1'L PER . F tEl .D M_ R e...N 7 5 0 ► I� I ..1 0 EC_ (1) o 9 o 2 LE A N 6 SCALE: LEGAL DESGRIFTIONS LOT #2 FRONTAGE IMPROVEMENTS FILE # Lcf S -003 LOT COVERAGE: AREA OF SITE LOT COVERAGE OF LOT COVERAGE GUT / FILL ANALYS l S MAXIMUM ALLOWED GUT ESTIMATED TOTAL GUT ESTIMATED TOTAL FILL PROPOSED GUT 1 "= 10' - 0" 8,! 5S SO.FT. 2,257 SOFT. 2 = 500 GUBIG YARDS = 15 GUBIG YARDS ± = 00.00 GUBIG YARDS ± = 15q.S5 CUBIC YARDS TO EXISTING OATOH BASIN 0 0 TO EXISTING— SIDE SEWER DD6E OF EX /Si f'11• DRAWING NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SOWN ON THESE PLANS OR NOT av P IA i THE NOT L./ I I VI nVLIIY� THE U T ILI I I_ AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PROIR TO CONSTRUCTION. THIS SHALL INCLUDE GALLING UTILITY LOCATE @ I -800- 424 -5555 AND THE POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OF NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUB.IECT TO VARIATION. OSED A /3 50' - 12" ADS -NI2 2% MIN. yvk-reR ►-BNB TURD S. 006E o 3MOL tt ER- 4" Al-Ss 5L D own;s p o � T , t H 3 h5IN- L_ 8' - 1 2" ADS -NI2 @ 25% to( 0 0I �YMRvL ESGRIPT1 BURIED ELECTRICAL WATER LINE EAs MAIN SIDE SEWER STORM a. TO NEW WATER METER PER WD# 125 b. TO EXISTING WATER MAIN (2) i" POLYETHYLENE WATER PIPES pO POS' ED HA'� gp.LES 4 6; ,P.4 -0EL NEW ASPHALT SHOULDER TO NEW GATOH BASIN #4 OLJ PROPERTY LINE SI -foR7 PLP, -T EX TIN C RDA-b tokR,ows SIGN 5i 13E ADJuSTED 51G1J P0,5 TOO 540RT - 7 FT GLEA -RANGE NEEDED FROM 6R -OUND 5L4R- PI-C O SO I !UM OP T 5i6,N These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to arms and omissions whirls dm sot oMkotie0 MOktioN of adopted standards em alitalai 7r fgasaliiigr for the adequacy d tits AO MS air milk die designer. 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IP 0 In m t= Z Dt p m w mrk ki if PT 2 0 4 T4 2 u 272 WnW t m J g N g tqL ro '' 0 �� � h)--',1 F iip <m q i 0 LL ii i 4 6 6 I li Ihi Pi e Oh fi N r 04 9 !VP qN 44- ,114- ILN 1I- N PV = 2 .4 gq1 L " jd 4 i ''' 1, 'Egli i oi P 1f 1 ' th' i4. ° F: ) iii i 36'_0" A 3' -IO 1/2" 6' -3" 4' -3" 10'_3" 3' -3 4 -3 3' -IO 1/2" A a e © e GONG. PORCH 6'-O', 5' -0" 1 1 1 1 . I T ;® a e e e mi I S Ell ir�_..i_m. ummoro ..I =�. =�• j i `? " O a N q rr 3' -II" 3' -6' T' b _ d / / 2 6'-5" 2'_1 I -2'• Bx SILL PLATE READ A PER SHEAR WALL SCHEE, BARS • IV CUT NF4 O 8" OA I' -I1" 2' -6" g N' ' &- 1... I -O" 4' -I" 'r. 4' -O" , 1 A Q" 9x SILL PLATE REVD Ah PER SHEAR WALL 5ED. © GH , 1 � I 410 HF •2. TYP 10 HP •2, T Y P n 4' ?JOO'Id CN dH OI.r V ,v - y. 0.. 4• -6" ' - (Y R' N R � � pU 'I 5x SILL REQD %� PER SHEAR WALL SGFED. PROVIIQE 6 GRAW`_5P a ACC - STUB OUT .4 STUB RS • 18" O BA O .G. A e C'O • ' 4 ., 0 " 5 ., 4 . I (' ' 1 Al I E 18'x2 -- 1E tht( 6 `r n 1► o .. 2 -3" M' VIII I 54 SILL FOR A e Q DOOR © e 'NAG _ - -0VT 7 I / - 3,_4,. ® mu, . © 2' -8' MAN ' 1 I I 1,- 1 r --- w I r PLATE READ 3 PE2 SHEAR cp ;ELL some, - 1 c - - \ 1 9 P 1 \ ) �. +. I F .04 \ -I- -4- 'AC, , C "A FOOTI - W/ (S) - BARB 7 .WL SPAG Y 5' - 0" x - - IN=111 ON GRADE SEE NOTE "1 Irk © S LAB 4" GONG. SLAB NTH 646 •10 W.M.M. OVER 6 MIL VB. OVER 4• *RAN. FILL. SLOPE 4' TO O.H. DOORS SIM STUB OUT *4 BARS o 16" O.G. g 7hz A O" '�� 11 i' -_ __ 0 HF o2, 5x SILL PLATE READ PER BR N- ;, sGFED. - r r • 1 1 b CONC. PORC* 16 -o14-O • 1 `' ► . w FLOOR CRICKET, TYP. . ►. -� WOE OF GONG. SLAB ° (DI x. Q .. - O ' 6 ._ o ,. 14 ._ 0 ., . _ 52' -0" 2X4 PRESSURE TREATED SILL PLATE W/ I/2" DIAMETER ANCHOR BOLTS AT 4' -0" 0.G. AND 12" MAX. FROM ENDS, OR PER SNEP.RWAL'- EGF{EDULE; 7" MIN. EMBEDMENT 5/4" T46 PLYWOOD 5LAFLR. EXT. &LUED AND NAILED. 2X FLOOR JOIST OR T.J.1.5 PER PLANES _ R -I9 BATT. INSULATION 0).4 BAR CANT. TOP 6 MIL BLACK VB : A x 1 me a 48 m ) 5 .4,41 2X4 STUDS AT 16 O.G. 5/5" TYPE 'X &AB. O ALL COMMON LIVIN* WALLS. R -I5 BATT. INSULATION FADE STAPLED. 4" CONC. SLAB 0/ 6 MIL. VAPOR BARRIER 0/ 4" &RARTLAR FILL FINISHED GRADE Y_ (2) •4 GOVT. BOTTOM SCALE . I" - 1' -0" *4 VERT. o lb" O.G. s-' FRAMING 4 FOUNDATION DIMENSION 4" ROCK VENEER 0/ 15 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLANS CORRUGATED METAL TIES AT I6' O.G. EACH WAY OVER FRAMING AND FOUNDATION WALL 0 � LL � 1/4" ..1 -0" SOLID &ROUT BELOW FLA5HIN6 . LINE OF TA. SLAB O PORCH (2) 04 BAR CONT. TOP 4" GM.U. " TIGHT LINE I STORM DRAIN IF S REQUIRED FOUNDATION DIMENSION FOUNDATION VENT GALGS. 463 5.FJ 150 = 6.42 5.F. FDN. VENT READ. 105 /144 x ."15 = .54/ 5.F. PER VENT. 6.42 5.F. / 541 = 12 FDN. VENTS RE00. • " / 1 1 1 � 4" PERF. 8" FDN. DRAIN �I 256 STUDS • IS" 0G. R -19 BATT..INSULATION 5/4" TTG PLYWOOD 51$ FLOOR EXT. SLUED AND NAILED PLR. J5T5 OR T.J.I.5 PER PLANS 2X4 PRESSURE TREATED 5 1L.11 PLATE W/ 1/2" DIAMETER ANCHOR BOLTS AT 4' -0" 0G AND PER 1 5FEAR NA L SCHEDULE: T MIN. EMBEDMENT j 6 MIL BLACK VB. VERT. • 16" O.G. 2J •4 GONT. BOTTOM SCALE , I" . I'-O" to I R M I NIG DIMES v 51M O PROVIDE IS R FOUNNDATION VENTS (f2) RE:i7U _ SEE NOTE .9. 1" FOR SHEAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET *S. 1 MITTEN DIM5151ON5 TAKE PRECEDENCE 0V152 SCALE DIMENSIONS. 2. ALL FOOTIN6 TO HAVE A MINIM/14 DEPTH OF 15" 68.039 FINISH GRADE. 5. STEP FOUNDATIONS PER SITE CONDITIONS 4_ ALL CONCRETE FOOTINGS TO REST ON FTIAM UNDISTURBED EARTH WITH MINIMUM 1000 PSF BEAR** PRESSURE (REFER TO SOILS REPORT Y•B N REQUIRED). 5- ALL WOOD IN GONTAGT WTM CONCRETE OR MASONRY OR EXPOSED TO EARTH OR MEATIER TO BE PRESSURE TREATED. 6. VERIPY ALL DIMENSIONS AND FIELD CONDITIONS- 7, r.v Yt5"5 759F'OWARY BRAGIN6 A5 NOD. UNTIL ALL FERMAFENT commeonows AND STIFFENING HAVE eeem INSTALLED. 8. PROVIDE =ABLE LVLJOIST OR BLOCKING AT PARTITION; ABOVE- 9_ PROVIDE 6SC1" FOUNDATION VENTS WIT V4_ CG G5ION RESISTANT FARE MESH AS RWTUTRED PER CODE. FOUNDATION NOTES FR&J45 t FOUiaATON 5 FDN. IAIALL 10. • DENOTES BEARING POINT IN 2X4. PONY WALL, PROVIDE MIN. (2) 2x4 55405 • INDICATED POINT UNLESS NOTED OTHERWISE. FORH SLAB /FDN. 11. GRAN" SPADE TO BE A MINIMUM OF 15" BELOW FLOOR JOIST AND 12' BELOW BEAMS OR 61RDHtr WTH MIN. 6 MIL BLACK VAPOR BARRIER &R01552 G0V54 LAPPED 12" AT SEAMS AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAM TO BE 4410 •DP (SEE SHEET 1 FOR LUMBER STRENGTH VALUES). UNLESS NOTED OTHERWISE. 15. ALL POSTS TO BE 444 (446 AT BEAM SPLICES) TYPICAL UNLESS NOTED 0TT€RFASE. TYP o ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24"x24"4IO" 'THICK NTH (2).4 BARS BOTTOM EACH WAY, UNLESS NOTED O7HERNSE. 15. AT ALL CORNER LOCATIONS PLACE 5114D HOLD DOWN 50 THAT OF HOLDOM84 15 5' IN FROM CORNIER TYPICAL. 16. L/T DE OTES LOCATION OF MAIN FLOOR FEAT REGISTERS. 11. AT ALL WINDOW LOCATIONS PLACE 5THD NOLDOWN 50 THAT Qc OF HOLDOWN 15 I I/2" OUT FROM ED6E OF OPENING TYPICAL. ALLOW 1 I/2" TO STRAP ¢ FROM DOOR ROUGH OPENING WHICH 15 2 1/2" FROM, DOOR EDGE ON PLANES THIS ALLOWS 1" FOR DOOR FRAME. 18. FOUNDATION ANCHOR BOLTS REOIIRE A MINIMUM OF 2"42 PLATE WA5+5545. U.B.C. 1806.6.1. 16d - 6" O.G. 8d • 4" O.G. 2x BLOCKING O 4 O.G. FOR 5 JOIST BAYS 54/ (2) 84 TOENAILS AT EAGN END. FOOTING SCHEDULE 5E SHEAR WALL SCHEDULE FOR BOTTOM PL. NAILING 55• DIAMETER X 12" 1410K GONGREYE FOOTING NTH (5) *4 BARS 5*4034 24'45 THICK GONTIN4"JS CONCRETE. FOOTING MATH (5) .4 BARS 1_FOR TYPICAL SHEAR WALLS t HORIZONTAL D1APMRA6M NAILING SEE NOTES ® FOR PANELS *1 WIDTH LE55 THAN 4' -0" LAP PLYWOOD OVER RIM .10151 SHEAR WALL FOUND. WALL (FLOOR JOIST PERPENDICULAR TO WALL) SHEAR WALL FOUND. WALL 24" DIAMETER X 10 THICK CONCRETE POOTING FATE (2) *4 BARS EACH WAY. 50" DIAMETER X 12" THICK CONCRETE FOOTING Ham (5) *4 BARS EACH WAY. SEAR WALL 51NLo50N HOLDONN - SEE PLAN FOR TYPE AND LOCATION LAP EXTERIOR 5HEATHING OVER RIM JST. OR NAIL A55F CLIP • 52 *4 CONT. REIN. A.B. x. 10 - FOR SIZE 4 SPAG1N6 SEE PLAN NOTE, FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRA*M NAILING SEE NOTES 0 FOR PANELS w/ WIDTH LESS THAN 4' -0 LAP PLYWOOD OVER RIM JOIST N.T5. .4] 0 505550 O(ry OF TUKW - PERMIT CENTER 1997 (UDC KJP DATE, 02 -10-00 FILE •. 991155 HEMMED VERNON 14 O' 36' -0' T -6 ., 2 , -O „ 6 , -O „ , -O , y 5 ,_ 6 „ . 6 6 , -O „ NIw 1 NIN .,til Y NOTE. SPACING. ELPTP -..-4 IN.TE 6UARDRA L I I14 P MIN. MEMBERS TO 8E A MAXIMUM OF 4 CLEAR, SUCH THAT DEL STUD TO POST 2° O MAX, A SPHERE OF 4' DIAMETER SHALL NOT PASS TlIRCU6I4 MTL STRAP (PER PLAN CONT. HANDRAIL ANY OPENING. BALUSTERS AND HANDRAILS TO CONFORM •.- JOIST • T UB O G S. 1005996 4 509 11 SFEARWALL FLOOR JOIST, TYP. SHEAR WAIN_ 1:v ._. _ SEE SHEAR WALL '• _ INS 11IU ' F NAILING ry Y 6 " MIN TREAD WIDTH - .. - ��� I6d - 6' 0, HORIZONTAL DIARRASM AT NARROWEST 1 -■ ■ .. . PONT T OF WINDER 1 8.4D EX7 POST TO - - - 2 LA ERRS BOTTOM OF DEL JOIST - 5/8 TYPE 'X'... 61•413. ¢ � BELOW STAIRS 4 MIN. TOAD D.---- - JJJ � (9) 2X12 STRINGERS L HOLDOWN FIRE BLOGKIN6 • MID - SPAN 4 • WALL 1 1.170 PER PLAN 2x ALONG STRINGER BETWEEN STUDS CONCRETE FO'OTIN6 - : JOIST AND _ AND AT TOP AND BOTTOM OF STAIRS FOR SIZE SEE PLAN DI O APMRASM 1` �� REBAR - SEE .L LIQg: PI FOR TYCAL FOR WALLS 4 HORIZONTAL SEE 2X4 THRUST BLOCK 1 DIAPHRAGM NAILING 5 PLAN 4 T'fP. NOTES _ TR NOTE, FOR TYPICAL SHEAR WALLS 4 HORIZONTAL _ .. 1► DIAPHRAGM NAILING SSE NOTES 1 `1 �.r �I NOT TO SCALE ' I u A \ I TYP '. I NTER OR STAIR ', `2) S i� PARALL ELL W/ e ANT. FDN. FT'G `�� TYPICAL T O n F1 « 2 L.L 'XVW .0 -.6 - .OI -,L ^ a9QIa - WOOaUd3N .9 -.9 NIw 1 NIN .,til MAIN FLOOR 965 S.F. UPPER FLOOR 915 S.F. TOTAL FI ISHED AREA 1,876 S.F. GARAGE 642 S. Merin ©©r SCALE , I/4" • 1' -0 s-' Oen 965 5.F. GARAGE 642 5F. 52' -0" OVERALL `hd� -ODl SQUARE FOOTAGE SUMMARY MAIN FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVIER SCALED DIMENSIONS 2. PLATE HEIGHT S' -T THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL READERS TO BE 4x10. DP. •2 UNLESS OTHERWISE NOTED, CHECK PLAN. ECIIIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HORS. 4. BOTTOM OF HEADERS TO BE 6'-8 THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x4 WITH R -I5 INSULATION UNLESS NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 UBG. BLOCK ALL PLYWOOD EDGES AND NAIL WITH IOd AT 6' O.G. TYPICAL ALL EXT. WALL5. T. •EOVIOE CO L151' JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 5. PRGVIDF' 501 ID BLOCKING OVER SUPPORTS. R. FIRE BLOC.KIN6 AT ALL PLUFBIN6 PENETRATIONS 10. ALL STORAGE AND SPACES UN'THR STAIRCASES TO BE FINISHED WITH 5/8 TYPE •X° GYPSUM BOARD. II. • 1 SO' O BEARMi6 LRCM G..iH GCiVTRd, - E1. LOADS USE (2) 2x6 AT 6 WALLS. USE (2) 2x4 AT 4 WALLS UNLESS NOTED O ERP115E. 12. FINISH ALL CEILINGS WITH 5/5" SYP5UM BOARD. IS. AT 6ARA6E USE 5/8 TYPE 'X GYP. ED. AT. ALL COMMON LIVING WALLS/ TWO LAYERS a CEILINGS BORDEIRIN6 LIVING AREAS WHEREFRAMIN6 15 GREATER THAN 16' O.G. WRAP ALL POSTS AND CAMS AND SUPPORT WALLS: 14. PROVIDE 26 -6AUGE 6ALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP) LAP BUILDING PAPER OVER 5. HOLD SIDING. 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFSR BY, SUMMIT OR EGUAL U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. IT. FASTEN MULTI-LAM 2X BEAMS PER UBG. STANDARDS, CHAPTER 25-1, TYPICAL 18. HANGERS AT POSITIVE CONNECTIONS TO EE SIMPSON OR EGIIAL. 19. CEIUNS JOISTS TO BE 2.5 AT 24 O.G. TYPICAL UNO., PLAN SHOWS JOIST DIRECTION 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER UBG. SECTION 708. 21. INSTALL WATER HEATER FER 1481 MEGA, SEE 9I 1• I. PROTECT FROM IMPACT PER 1447 UMC 504 AND 508.1. 22. FURNACE TO BE PLACED 18 ASV. FLOOR ON. I HOUR FURNACE PLATFORM WV (2) 5/4• LAYERS PLYWOOD. PROTECT FROM IMPACT PER T49T WC. 504. 25. DOOR BETWEEN NG4.5E AND GARAGE TO BE 20 MIN RATED, SOLID. GORE, TIGHT FITTING, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS. OF '- LISTING AND MF6R5 SPECS. PER SECTION 5102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I/2 FROM WALL, REFER TO DETAIL 1 ON SHEET NO. 5. 26. STRAP THE WATER HEATERS AT POINTS WITH IN.P E UPPER I/5 AND LOWER 1/9 OF ITS VERTICAL DIMENSION. LOWER POINT SHALL... MINIMUM 4° ABOVE CONTROLS 27. WHO SHEAR WALL VALUES EXGED 550 PLF. FRAMII a MEMBERS AND SILL PLATES AT ABUTT1N6 PAN159 SHALL NOT BE LESS THAN A SINGLE 5X MEMBER UBG. TAELE 25- 2- II -I -1. 28. • DENOTES STRAP MOLD DOWN LOCATION DENOTES BOLTED HOLD DOWN LOCATION m 29. • LOCATIONS OF FLOOR. RESISTERS 90. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 51. TUBS AND SHOWERS, • FIRE c 13ETPEEN STUDS. • LIMIT SHOWER FLOW TO 9 6P M. • WATERPROOF WALL TO WITHIN 10 ABOVE DRAIN INLET. • ALL GLAZING WITHIN 10 ABOVE DRAIN INLET TO BE SAFETY 6".455. • NO VAPOR BARRIER BEHIND GYPSUM BD. 52. AT ALL CORNER L00 110NS, PLACE STHD HOLDDOWN 50 THAT OF HOLDDOWBN 15 S IN FROM CORNER, TYPICAL 55. AT ALL WINDOW. LOO$TIO1S, PLACE STN { HOLDDOWN 50 THAT OF HOLDD0WNN I I -I/2 OVT FROM ED6E OIQOPE4IN6, TYP. ALLOW I -1/2 TO STRAP FROM DOOR ROUGH OPENING WHICH 15 2-1/2 FROM C � DOOR ' : EDGE 014 PLANE. THIS ALLOWS 1° FOR DOOR FRAME. FOR _,HOAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET #S. PERMIT CENT.- n i PROD 991155 Merin ©©r SCALE , I/4" • 1' -0 s-' Oen 965 5.F. GARAGE 642 5F. 52' -0" OVERALL `hd� -ODl SQUARE FOOTAGE SUMMARY MAIN FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVIER SCALED DIMENSIONS 2. PLATE HEIGHT S' -T THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL READERS TO BE 4x10. DP. •2 UNLESS OTHERWISE NOTED, CHECK PLAN. ECIIIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS 4 HORS. 4. BOTTOM OF HEADERS TO BE 6'-8 THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS 2x4 WITH R -I5 INSULATION UNLESS NOTED OTHERWISE. 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 UBG. BLOCK ALL PLYWOOD EDGES AND NAIL WITH IOd AT 6' O.G. TYPICAL ALL EXT. WALL5. T. •EOVIOE CO L151' JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 5. PRGVIDF' 501 ID BLOCKING OVER SUPPORTS. R. FIRE BLOC.KIN6 AT ALL PLUFBIN6 PENETRATIONS 10. ALL STORAGE AND SPACES UN'THR STAIRCASES TO BE FINISHED WITH 5/8 TYPE •X° GYPSUM BOARD. II. • 1 SO' O BEARMi6 LRCM G..iH GCiVTRd, - E1. LOADS USE (2) 2x6 AT 6 WALLS. USE (2) 2x4 AT 4 WALLS UNLESS NOTED O ERP115E. 12. FINISH ALL CEILINGS WITH 5/5" SYP5UM BOARD. IS. AT 6ARA6E USE 5/8 TYPE 'X GYP. ED. AT. ALL COMMON LIVING WALLS/ TWO LAYERS a CEILINGS BORDEIRIN6 LIVING AREAS WHEREFRAMIN6 15 GREATER THAN 16' O.G. WRAP ALL POSTS AND CAMS AND SUPPORT WALLS: 14. PROVIDE 26 -6AUGE 6ALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP) LAP BUILDING PAPER OVER 5. HOLD SIDING. 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFSR BY, SUMMIT OR EGUAL U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENINGS. IT. FASTEN MULTI-LAM 2X BEAMS PER UBG. STANDARDS, CHAPTER 25-1, TYPICAL 18. HANGERS AT POSITIVE CONNECTIONS TO EE SIMPSON OR EGIIAL. 19. CEIUNS JOISTS TO BE 2.5 AT 24 O.G. TYPICAL UNO., PLAN SHOWS JOIST DIRECTION 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER UBG. SECTION 708. 21. INSTALL WATER HEATER FER 1481 MEGA, SEE 9I 1• I. PROTECT FROM IMPACT PER 1447 UMC 504 AND 508.1. 22. FURNACE TO BE PLACED 18 ASV. FLOOR ON. I HOUR FURNACE PLATFORM WV (2) 5/4• LAYERS PLYWOOD. PROTECT FROM IMPACT PER T49T WC. 504. 25. DOOR BETWEEN NG4.5E AND GARAGE TO BE 20 MIN RATED, SOLID. GORE, TIGHT FITTING, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS. OF '- LISTING AND MF6R5 SPECS. PER SECTION 5102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF I I/2 FROM WALL, REFER TO DETAIL 1 ON SHEET NO. 5. 26. STRAP THE WATER HEATERS AT POINTS WITH IN.P E UPPER I/5 AND LOWER 1/9 OF ITS VERTICAL DIMENSION. LOWER POINT SHALL... MINIMUM 4° ABOVE CONTROLS 27. WHO SHEAR WALL VALUES EXGED 550 PLF. FRAMII a MEMBERS AND SILL PLATES AT ABUTT1N6 PAN159 SHALL NOT BE LESS THAN A SINGLE 5X MEMBER UBG. TAELE 25- 2- II -I -1. 28. • DENOTES STRAP MOLD DOWN LOCATION DENOTES BOLTED HOLD DOWN LOCATION m 29. • LOCATIONS OF FLOOR. RESISTERS 90. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 51. TUBS AND SHOWERS, • FIRE c 13ETPEEN STUDS. • LIMIT SHOWER FLOW TO 9 6P M. • WATERPROOF WALL TO WITHIN 10 ABOVE DRAIN INLET. • ALL GLAZING WITHIN 10 ABOVE DRAIN INLET TO BE SAFETY 6".455. • NO VAPOR BARRIER BEHIND GYPSUM BD. 52. AT ALL CORNER L00 110NS, PLACE STHD HOLDDOWN 50 THAT OF HOLDDOWBN 15 S IN FROM CORNER, TYPICAL 55. AT ALL WINDOW. LOO$TIO1S, PLACE STN { HOLDDOWN 50 THAT OF HOLDD0WNN I I -I/2 OVT FROM ED6E OIQOPE4IN6, TYP. ALLOW I -1/2 TO STRAP FROM DOOR ROUGH OPENING WHICH 15 2-1/2 FROM C � DOOR ' : EDGE 014 PLANE. THIS ALLOWS 1° FOR DOOR FRAME. FOR _,HOAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET #S. PERMIT CENT.- n i PROD 991155 SCALE IP& ir VOCX)r tramling , o ���� 114' • :)o h0 0 FRAMING NOTES I. ARMEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMEHLSIONS 2. PLATE HlE16HIT THIS FLOOR UNLESS NOTED OTHERWISE. S. ALL HEADERS TO BE 4x10. D.F. *2 UNLESS OTHMNISE NOT ED, CHECK PLAN. EQUIVALENT PARALLAM BEAM MAY EE SUBSTITUTED IN PLACE OP BEAMS * HDRS. 4. BOTTOM OF HEADERS TO BE 6' -B• THIS FLOOR U 'F S NOTED OMER -WISE. 5. ALL EXTERIOR WALLS 2x4 WITH r2-13 INSULATION UNLESS NOTED OTHERWISE 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 U.B.G. EL.00Yf A!.L PLYWOOD EPEES AND NF::L W:i1H IOb A 6' O.G. TYPICAL ALL EXT. WALLS. 9. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. H. PROVIDE SOLID FLOCKING OVER SUPPORTS. 9. FIRE ELOGKIN6 AT ALL PWMBINS PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE 'X' GYPSUM BOARD. 11. • DENOTES SOLID BEARING'. UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED OTHERWISE. 12. AT GARAGE USE 5/8' TYPE 'X'. GYP. BD. AT ALL GOMMON LIVING WALLS/ TWO LAYERS -® CEILINGS BORDER-HS LIVING AREAS AND WHERE FRAMING 15 GREATER THAN 16' O.G. WRAP ALL POSTS AND BEAMS. I. FASTEN MULTI -LA• 2X BEAMS PER UB.G. STANDARDS, CHAPTER 29-1, TYPICAL 14. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL. 13. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER U.S.G. SECTION TOE. 16. m• LOCATIONS OF FLOOR RESISTERS 11. UPPER FLOOR FRAMING TO EE 2x10 HF *2 FLOOR JOISTS • 16' O. TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWLS DIRECTION. g, R ,, GIN OF 9997 WC 5' -10" 4' -10" 5 -2" 2'. see SHEAR BO OM S i IOd -6 N) � INTO B NTO BLOCKING 1 I 0 3 5040 SLIDER © 5040 / SLIDER 5040 Oh SLIDER 0 k MASTER m m I i al 51,RM -2 � _ m] il ° 6DRM -3 iis _ -- GARPtT CARPET e:asl OTE: ,,,A - d o R/s O _ ' IIOV SD � - - 5'-101/2" 5' -II" 2 - . 5' -2 1/2" 6' @ IN 13'X90' ATTIC ACCESS R/5 r u # J IIOV • _ I at�ig ^ I MOM SD , P 2C6 - • Il BI -FOLD II ' -8" ,. 1/2" O CARPET e TYP. SHR. WALL - BM. CONN. s , v �C _ m� , , X 7� L11l�Cs 44: ' r 1 . 10 65 BF _ : R - r 17RM 1.1.5. 43 FAN - 0 M• B.4 ' CARPET 'PLANT SHELF TOP or AT 19' 5" '.. 4 4 p .D� , V .TA. SO F/1 � w1oLE FAN GON TO APPROVED ' DIED NE giC AZ FI TUES 5E1; PLA '.:. • 24 -HOUR TIMER FLUE O ©OO iirl - 0 � '. FURJL BEL.Gt'1 •iI! Pr 1111 kid Fl VW SS 1 I L Alk I I @ 5' -5 1/2 "/' -2 I/2" 6 2'4, " QF 2 -6" 2-6" 6' -6" 1' -5" 1' - 1/ •"1' -H 3' -5 I/2 " 2, -5" 15' -5 1/2' 6' -T' / / 2'-6" / 2'-6' / I / 15' -S 1/2" NOTE. FOR SHEAR WALL 0 OR QPREVENT SPLITTM6 • RII - PROVIDE DBL BLK • PARALLEL r✓ RIM f P _„_ NA^.�LT�16 SHEAR WALL f J SCHEDULE I - • 1 see SHEAR BO OM S i IOd -6 N) � INTO B NTO BLOCKING 1 WALL FOR PL. NAILING O.G. (UN AJ A. 4 DIAPNR6M SEE SHEAR SEE PLAN FOR SCHEDULE FOR JOIST/BM "MOD HORIZONTAL DIAPHRAGM FLOOR -015T SHEAR WALL T'� STRAP (SEE PLAN) BOTTOM ad - 4 INTO TOP JOIST 2/ SOLID � YVI/ 9-116d FLOOR. HORIZ. •IAPNRA6M PL. NAILING O.G. MIN. t BOTTOM BLOCKING NAILED TO JOIST t l • MTL STRAP LOCATION - � I SIMPSON METAL STRAP 16 -Ibd WRAPPED I ARp� BLOCKING/ RIM JOIST i ' L! I _ iis _ -- e:asl OTE: -_ _L �F N OR AILING 173M/6LBM - °,$ PLAN W SHAR ALL - FOR j i NAILING t TYPE I SEE SCHEDULE I NOM, FOR TYPICAL SHEAR DIAPHRAGM NAILING SOLID • 4' -0' `1x NAILER FOR GAB. WALLS t HORIZONTAL SEE NOTES BL.00.KI O.G. Y1 IOd- 6 O. 2x NAILER 16d - 6" O.G. TYP. EACH SIDE ='j 3x Bt:QGKIN6 I OR RIM JOIST A94 (SIMPSON) FOR HRASM HEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE NOTES • 92' O.C. W/ 92" MAX ON - Ed NAILS INTO SOLID BLOCKING t TOP PLATE FOR TYPICAL SHEAR. WALLS II HORIZONTAL DIAPFHRh: M NAILINb 5� NOTES TYPICAL SHEAR WALL � Si -fEA WALL OFFSET i- wAi -i -1 () :YP. S HR. WALL - BM. CONN. TYP. SHR. WALL - BM. CONN. I L ppplaTi O D OT o 0 n, � I 4I5 SF. 56' -0" --O FOR SHEAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET #8. 0 1- m 15. 14. 15. 16. UPPER FLOOR FRAMING NOTES 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. PLATE HEIGHT TO BE 5' -1" THIS FLOOR UNLESS OTHERWISE NOTED 5. ALL HEADERS TO BE 4x10 D.P. •2, UNLESS OTHERWISE NOTED. 4. BOTTOM OF , AT/F-33 TO BE 6'-5" 11415 FLOOR UNLESS OTHERY115E NOTED 5. ALL EXTERIOR WALLS 2x4 WITH R -19 INSULATION UNLESS OTHERWISE NOTED 6. ALL FRAME NAILING TO SATISFY CHAPTER 25 U.B.G. BLOCK ALL PLYWOOD EDGES AND NAIL WITH 104 AT 6" O.G. TYPICAL ALL EX T. WALLS. 7. PROVIDE DOUBLE JOISTS OR SOLID EWOGKIN6 OVER SUPPORTS. 5. FIRE BLOGKIFK AT ALL PLUH13IN5 PE7MITI ATIC . 4. ALL STORAGE AND SPAC3S UNDER STAIRCASES TO BE FINISH M7 WITH 5/5" TYPE "X" GYPSUM BOARD. 10. • DENOTES SOLID BEARING LNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4" WALLS UNLESS OTHERWISE NOTED. II. FINISH ALL GEILIN65 WITH 5/5" GYPSUM BOARD. 12. PROVIDE 26 -6A1J6E GAL V AN1Z°,.J SFEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYPE LAP BUILDING PAPER WINDOWS SPECIFIED ARE MF6R. BY. SUMMIT OR EQUAL. U • PER SGHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENING. FASTEN M1LTI -LAM 2x BEAMS PER UB:C. STANDARDS, CHAPTER 29-1, TYPICAL. CEILING JOISTS TO BE 2x6 AT 24" O.G., TYPICAL U.NA., PLAN SHOWS JOIST DIRECTION. ALL VOIDS TO BE FIRE/DRAFT BLOCKED FER U.B.C. SECTION 105. 11. ALL TUBE AND SHOVERS, • FIRE BLOGKINS BETWEEN STUDS. • LIMIT SHOWER FLOW TO 9 GPM. • WATERPROOF WALL TO WITHIN 70" ABOVE DRAIN INLET. • ALL GLAZING WITHIN 70" ABOVE - - DRAIN INLET TO BE SAFETY - &LASS. • NO VAPOR BARRIER BEHIND GYP. 30. 15. ALL SMOKE DETECTORS TO 33 110 VOLT WITH BATTERY BACK -UP, INTERCONNECTED. 19. PROVIDE CONT. HANDRAIL AT STAIRS A. MIN OF 1 I/2" FROM WALL, RE TO DETAIL I ON SHEET NO. 9. 20. FOR SIMAR WALLS WITH GREATER THAN 550 PLF., FRAMING MEMBERS AND SILL PLATES AT ABUTrNN6 PANELS SHALL NOT BE LESS THAN A 51N5LE 9X MEMBER UB.G. .TABLE 25- 2- 11 -1 -1. 21. HANGERS AT POSITIVE CONNECTION TO BE SIMPSON OR EQUAL. 2.2. - DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD. DOWN LOCATION 29. • LOCATION OF FLOOR RESISTERS © Cg: LS PERMIT GENTEF. [jicpcYR 4TaTrona ROOF VENT GALLS. PRIMARY ROOF AREA, 915 SF. / BOO • 504 SF. VENTING REOD. 504 5F. / 2 • 152 SF. VENTING READ AT ROOF RID6Eri. 152 SF. / (44 X .15) • 5 VENTS REQD. ROOF AT GARAGE, 56'1 SF. / 500 • 1.96 SF. VENTING READ. L96 5F. / 2 • 0.96 SF. VENTING READ AT ROOF RIDGES. OA& 5F. / (.44 X .75) • S VENTS REVD. — SOFFIT TO BOTTOM OP 6L 08Writfl PUNT SFBP USE SIMPSON LS5U410 NT..GM OR EQUAL °�- V8ed5 -It2 6L9 BEYOND ROOF FRAMING NOTES I. SHADED AREAS DENOTE DUMMY FRAMING, OVER ROOF FRAMING BELOW 2. II DENOTES SOLID BEARING UNDER. CONCENTRATED LOADS. S. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE. 2•6 HF a2 AT 24 O.G. TYPICAL U.N.O. 5. ALL TRU55T5 TO SE AT 24' O.G. TYPICAL UN0. €. PROVIDE ROOF VENTS PM SEC. 15059 U.B.C. '1. ROOF PITCH TO Eb: 6.12, TYPICAL L'NLEBS OTHERWISE NOTED. G. 16 ON. TYPICAL o EAVES • 6' O.H� TYPICAL • GABLE ENDS, RAKES. PROVIDE 'SIMPSON HI FRAMING AN 01101R5 AT YY RAFTER/TRUES AT EACH END AND AT GABLE END TRUSSES. 10. VEM'ID BLOCKING OVER SUPPORTS. 11. CHIMNEY HEIGHT TO BE 2-0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10-0' PB2 USG SECTION 5102. (WHERE APPLICABLE) 12. BRACING, (STICK FRAMED AREAS ONLY) • (2) 2,44 UP TO 10' LONG. • (2) 2•6 10' TO 14' LONG. • CS) 2,46 OVEL 14' LONG. 15. PLATE HEIGHTS, • MAIN FLOOR 6' -I', TYP. U.N.O. • UPPER FLOOR 6' -I TYP. UNO 14. TRUSSES, • CARRY MF6R. STAMP. • DO NOT ALTER WITHOUT E UILDINS DEPARTMENT APPROVAL. • INSTALL AND BRACE PER MFGR. SPED. 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 16. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPPSON OR EQUAL. ROOF FRAMING NOTES • TRUSS ENGINEERING, PBR vac. 1065.42, TRUSS ENGINEER OF RECORD WHO WILL REVIEW, APPROwE AND NOTE ON THE DOCUMENT THAT REY' HAVE FOUND TO 55 IN GENERAL CONFORMANCE WITH TE DESIGN OF THE BUILDING. THE ENGINEER- APPROVED DOCUMENTS WILL THEN BE FORWARDED TO THE !BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO FRAMING INSPECTION. CUT( APPROVED DOCU SHALL 5 ON THE .JOB ..SITE AT INSPECTIONS.' TRU55 ENGINEERING SHALL INGL:UDE SPECIFIC TRUSS BRACING. REQUIREISNTS. FOR SHEAR !NALL AND HOLD DON1N SCHEDULES, SEE SHEET *P5. COMP. SHINGLES 0/ 15 LB. FELT 0/ I/2' GDX PLYWOOD 0/ ax 25 OR TRUSSES m 244' ' 0.0. O.G. INSULATION BAFFLE EXTEND 12' ABU. !FELL. p. �" ROOF PLYWD. Sire. (v SEE NOTES ON SHEET Si FOR V.� NAILING REQUIREMENTS 2x 1 , - — 6 24' O.G. � 6 b' Oe _ � — ` 04 6d NAILS 4 6' O.C. n a /i fit! L, .,) _ . , \ T I 24 2x4 FLAT • 24' G,WB ROOF S NAILED PPEHftt In' pLYYO. NAT® T YIP PI:ATE 8d • b' 00. NA , G PER yy�p SHEAR WALL 5G TED+ ' IILE ' - ROOF SHEATHING NAILED :. NA A O •AR S Y . NAILING k..12 SCHEDULE ING PER SHEAR \ I I/2' GLR. AIRSPACE � VENTED 2X BLOGKIN6 �. IN/ TOENAIL PER R-50 INSULATION .: • \ .. OYER fNG UBG TABLE 25 -1-GI �I ,; 1 / 4 F24 ff W/ -SS OR rd LAT 6 O O cx n T A L o.ENAI , , FL TYWDOD 6 TOENAIL !U i I! I ► ::i NAILING- °. SCHEDULE 6do6' . N MI ( 2) 10d • 6 04. 'SlMPSON' OR EQV) Ni 5E15MIG GLiP - AT EACH TRUSS 2X4 STUDS O IS' O.G. f . - . NAMING WFW.. SG�OUf.E 5 6 GD SCHEDULE SHEAR Kl • G OR WA p � L g S�P.R WALL � ' • . c SGHELU - f .. 5� PLANS FINISH PER ELEVATON 0/ 15 LB. BLDG. PAPER OR R-15 GATT INSULATION AIR INFILTRATION BARRIER O/ SHEATHING PER PLANS SGA-E . I • 1' -0' [jicpcYR 4TaTrona ROOF VENT GALLS. PRIMARY ROOF AREA, 915 SF. / BOO • 504 SF. VENTING REOD. 504 5F. / 2 • 152 SF. VENTING READ AT ROOF RID6Eri. 152 SF. / (44 X .15) • 5 VENTS REQD. ROOF AT GARAGE, 56'1 SF. / 500 • 1.96 SF. VENTING READ. L96 5F. / 2 • 0.96 SF. VENTING READ AT ROOF RIDGES. OA& 5F. / (.44 X .75) • S VENTS REVD. — SOFFIT TO BOTTOM OP 6L 08Writfl PUNT SFBP USE SIMPSON LS5U410 NT..GM OR EQUAL °�- V8ed5 -It2 6L9 BEYOND ROOF FRAMING NOTES I. SHADED AREAS DENOTE DUMMY FRAMING, OVER ROOF FRAMING BELOW 2. II DENOTES SOLID BEARING UNDER. CONCENTRATED LOADS. S. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE. 2•6 HF a2 AT 24 O.G. TYPICAL U.N.O. 5. ALL TRU55T5 TO SE AT 24' O.G. TYPICAL UN0. €. PROVIDE ROOF VENTS PM SEC. 15059 U.B.C. '1. ROOF PITCH TO Eb: 6.12, TYPICAL L'NLEBS OTHERWISE NOTED. G. 16 ON. TYPICAL o EAVES • 6' O.H� TYPICAL • GABLE ENDS, RAKES. PROVIDE 'SIMPSON HI FRAMING AN 01101R5 AT YY RAFTER/TRUES AT EACH END AND AT GABLE END TRUSSES. 10. VEM'ID BLOCKING OVER SUPPORTS. 11. CHIMNEY HEIGHT TO BE 2-0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10-0' PB2 USG SECTION 5102. (WHERE APPLICABLE) 12. BRACING, (STICK FRAMED AREAS ONLY) • (2) 2,44 UP TO 10' LONG. • (2) 2•6 10' TO 14' LONG. • CS) 2,46 OVEL 14' LONG. 15. PLATE HEIGHTS, • MAIN FLOOR 6' -I', TYP. U.N.O. • UPPER FLOOR 6' -I TYP. UNO 14. TRUSSES, • CARRY MF6R. STAMP. • DO NOT ALTER WITHOUT E UILDINS DEPARTMENT APPROVAL. • INSTALL AND BRACE PER MFGR. SPED. 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 16. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPPSON OR EQUAL. ROOF FRAMING NOTES • TRUSS ENGINEERING, PBR vac. 1065.42, TRUSS ENGINEER OF RECORD WHO WILL REVIEW, APPROwE AND NOTE ON THE DOCUMENT THAT REY' HAVE FOUND TO 55 IN GENERAL CONFORMANCE WITH TE DESIGN OF THE BUILDING. THE ENGINEER- APPROVED DOCUMENTS WILL THEN BE FORWARDED TO THE !BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO FRAMING INSPECTION. CUT( APPROVED DOCU SHALL 5 ON THE .JOB ..SITE AT INSPECTIONS.' TRU55 ENGINEERING SHALL INGL:UDE SPECIFIC TRUSS BRACING. REQUIREISNTS. FOR SHEAR !NALL AND HOLD DON1N SCHEDULES, SEE SHEET *P5. ELEVATION NOTES I. PROVIDE GONTIN101/S METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER UB.C. SECTION 15053 TYPICAL. 5. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 4. REFER TO SECTION 5105 U.S.C. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE WEATHER - STRIPPING AT ALL DOORS AND WINDOWS. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6. BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMING,. 1. FINISHED EXTERIOR. GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. S. POST APPROVED IN1115ER5 OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. I/4 1 -0' SCALE !I'. L_ P CHAMFER 4X4 CEDAR 2X4 CEDAR BRACKET DETAI L 1/4". bfi mffsiarion _J- SCALE . 1 O g a RECEIVED CITY OF TUK'NILA '. PERMIT CENTEF SLAZIN6 SCHEDULE - PLAN WEALS LOCATION MAW. MODE. FRAME Ruing dbl vent Summit 8650 viny dining silder Summit 8650 viny kitchen silder Summit 8650 viny nook s.gd. Summit 8610 viny family slider Summit 8650 viny utility csmt Summit 8610 viny foyer *delight Summit 8630 viny bdrm s3 slider Summit 8650 viny bdrm w2 silder Summit 8650 viny master slider Summit 8650 viny bdrm 44 skier Summit 6650 viny m bath fixed Summit 8630 viny m bath we fixed Summit 8630 viny bdrm 44 Med Summit 8630 viny open to below fixed Summit 8650 viny WINDOW TOTAL SLAMS SUMMARY total finished area total glazing total ua. % of glazing avg. 1f"val TRADE OFF FOR YSEC 4T1 EDITION (645 HEAT) A96Et"ELY HLO6ET 5.f. r.c. attic 985.000 attic 0.000 cult 195500 vault 0.000 b.g w BII>2' 0.000 lab>2' L.F. 0.000 x wal1=35' 0.000 5336,55' L.F. 0.000 x walUl' 0.000 x slab >1' L.F. 0.000 slab on grade L.F. 0.000 glass 281.400 doors 31.777 abv. grd, wall- 2x4 0.000 abv. grd, wall 2x6 2093.156 f.oanh space 1015.000 TOTAL EXHAUST VENTILATION. SYSTEM source specific exhaust ventilation 035 05 och - damper 81 125.061 cfm - setting LOCATION KITCHEN UTILITY POWDER MASTER BA W.G. MASTER BATH UPPER BATH WHOLE HOUSE EXHAUST VENTILATION SYSTEM ' Combined use oP source specific ns as icated above. Fans Indicated above as being 'W H (Whole Ind House), are to be connected to an approved 24 hour timer. rem. CHECKLIST TABLE 6 2x4 WALL ELECTRIC RESISTANCE CHAPTER 6 PRESCRIPTIVE Option number Max glazing allowed % Proposed glazing % Max. glazing u -value allowed Proposed glazing u-value Max. door u-value allowed Proposed door u -value 0 0 0 0 0 0 SHEAR WALL SCHEDULE 6R III SPECIES 15/52' SHEATHING W/ IOD COMMON SHEAR WALL EDGE SW SHEATHING NAILING [THICK (SIDE)] (IN OG) 1/2" GB (I) 6d ® 7 1/2" GB (2) bd a 1 15/32" RS (I) Oda 6 15/32" RS (I) 15/32" RS (I) 15/32" RS (I) 15/32" RS (2) 15/32" R5 (2) 15/32" RS (2) 04 a 4 Oda 3 Oda 2 04 4 04a3 Oda 2 SHE/a4. WALL NOTES WA WA 15.11 WA 0.4145 WA 0.390 NO. 2 I 14 1616 9E. 244 .61 5P. 14660 1ST • 0466 8.00 5.00 4,00 6.00 ("DO 2.00 1 5.00 5.00 5.00 5.00 400 2.00 3,00 4.00 OTHER Fu.Ti CHAPTER 5 TRADE -0, Proposed Insulation: Vaulted ceilings Flat callings /attics Exterior walls House /garage common walls Floors over unheated spaces Slab perimeter Ducts In unheated spaces N 5.00 4.OD 350 6.67 5.00 350 6.61 4.00 4.00 4.00 2.00 2.00 2.00 4.00 X X R -30 R -38 R -13 R -13 R -19 WA R -8 T FOR TOE NAILING; GB FOR GYPSUM BOARD; RS FOR APA RATED SHEATHING AREA 40.00 20.00 14.00 40.00 30.00 1.00 11151 20.00 2000 20.00 20.00 1600 4.00 16.00 16.E 244.67 PROPOSAL up. 3.f. 0.036 35.460 985.000 x 0.036 0.000 0.000 0.034 6.647 195500 0.034 0.000 0.000 0.043 0.000 0.000 0510 0.000 0.000 0.041 0,00 0.000 0.640 0.000 0.000 0.031 0.000 0.000 0510 0.000 0.000 O.° • 0.000 0.000 0.650 182.910 294.667 0.400 15.111 37.777 0.052' 0.000 2079890 0.062 129'116 0.000 0.041 44.015 . 1015.000, 415.T16 MN MAN,. MOD. GPM 25 mg GPM- 1.g W.H. wawa 103 cfm ratan /eq gt150 15 cfm 50 cfm no 50 cfm one /eg gt80 62 cfm 80 cfm no 50 cfm nutone /eg gt60 62 cfm 80 cfm n 50 cfm nutone /eq 3t30 62 cfm 80 cfm no 50 cfm nutone /eq gt80 62 cfm 80 cfm no 100 Om nutone /eg gtI50 115 cfm 150 cfm yaw ANCHOR BOTTOM RIMBLK TO ALLOW NOTES BOLTS PLATE TOP PLATE SHEAR (IN OG) (IN OG) (IN OG) (KLF) 5/8"a 12 164 a 12 164® 81 0.10 6,1 5/8" a 64 164 a 6 A35 a 32 w /12 -3d 0.11 6, 1, 8 5/8 a 48 Ibd a 5 A35 a 24 w/12 -8d 023 I, 2 5/8" a 32 Ibd a 3 A35 a I6 w /12 -861 0.34 I, 2, 4 5/8" a 24 Ibd ® 2 A35 a 12 w/I2 -88 0.45 I, 2, 3, 4, 5 5/8" a 16 Ibd a 2 A35 a 9 w/12 -84 0.60 !, 2, 5, 4. 5 5/8" a 16 2 -188 a 3 2 -435 a 15 15/12 - 84 0.12 1- 5, 8 5/8" a 12 2 -164 a 2 2 -435 a 12 w /12 -84 0.90 I- 5, 8 5/8" a 8 2 -I6d a 2 2 -A35 a 9 w /12 -8d 120 I- 5, 8 613ERAL N71ES (APPLY TO ALL SHEAR WALLS) A) FOR RATED SHEATHING PANELS, SPACE NAILS a 12 IN (303 MM) 08 ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL EDGES WITH MINIMUM 2x (51 MN1/ BLOCKING. G) A7FI Y NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. il) FRAM1N6 TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGMS TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 8) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. SPECIAL NOTES FOR SHEAR WALLS (APPLY TO WALLS SPECIFICALLY NOTED) I) APA RATED SHEATHING EXPI / EXP2. / EXT OR 0-G / 0-12 / 57RUGT. 11 PLYWOOD. 2) STRUGT. I APA RATED SHEATHING EXPI / EXT OR STRUGT. I PLYWOOD. 3) PROVIDE 5x (16 MM) AT ADJOINING PANEL EDGES W/ NAILS STAGGERED. 4) PROVIDE MINIMUM 3x (16 58) BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STAGGERED. 5) WALLS WITH GREATER THAN 350 PLF REQUIRE A MINIMUM OF A 3x SILL PATE TO COMPLY WITH FOOTNOTE 3 OF TABLE 23- 11 -1 -1. 6) FRAMING TO BE A MAXIMUM OF lb IN (610 MM) O.G. FOR SHEAR WALLS I AND 2 1) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS EDGE NAILING IN SHEAR WALLS THAT USE GAB (SHEAR WALLS I AND 2). 8) FOR SHEAR WALLS 2, 1, 8, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3° NOMINAL OR THICKER, AND NAILS ON EACH SIDE 5441.1. BE STAGGERED. 6/6 air air air air air atr olr air air air oh o, air air air 0029 0.029 0.034 0.034 0.350 0.600 0218 0510 0.193 0.420 0.'100 0.408 0.390 0.082 0.062 0.041 AIR /2° 2" 2° 2° !2" 2° 2" /2" 2" 2" 2" 26.565 R -38, 6:12 Pitch 0.000 R -38, 6:12 Pitch 6.641 R -30, 2x12 0.000 R -50, 2X12 0.000 0.000 0.000 0000 0.000 0.000 0000 R -I0 Ext 143.600 14.733 Solid Gore 170.551 5 -13, Lap 51ding 0000 5-19, Lap 5141ng 44.075 R -I9 i 406..11 n/a n/o n/a n/a n/a 15 LE no 50 no no no no no no no no no no no no U-YAL 0.490 0.490 0.490 0500 0.490 0.440 0.450 0.490 0.490 0.490 0.490 0.480 0.480 0.480 0.480 TOT 19.60 9.50 6.86 20.00 14.70 3DB 560 9.80 9.80 9.80 9.80 7.68 1.92 7.66 1.68 143.80 HOLAOYFI.. CIALE SIMPSON STROH& TIE HOLDOWH 9IFPSON 1998 CATALOG FOUNDATION LEVEL HD HOLDOWY4 STUD TYPE l PE STHDB STHDIO 2) LSTHD8 STHD14 2) 5714010 2) 5,014 HDIOA HD14A 14015 (2) 2X_ (2) 2X_ (4) 2X_ (2) 2X_ (4) 2X_ (4) 2X_ 6X_ 6X_ 6X_ FASTENER ANCHOR TO STUD BOLT'. (24) 164 - - (28) 164 - - - (24) 164, - - (38) 16d (28) Ibd (38) Ibd' (4) 1 /8" m 1/8" m (4) 3 a 1 „ m (5) 1" a I -1/4" a 61... 1119PFGI1 GAP DETAIL KIPS NUMBER 231 2.99 3 .65 4.43 5.98 8 .86 490 338 1530 HD u HOLDOPIN SCHEE:Sim 51MPSON STROH & TIE HHOLDOPIN SIMP°SON 1445 CATALOG OTHER LEVELS HOLDOWN TYPE 0518 (2) G520 (2) 0518 (2) G516 MST60 (2) 55731 (2) 345348 (2) MST60 HD15 STUD TYPE 2X_ (2) 2X_ (2) 2X_ (2) 2X_ 5X_ (2) 3X_ (2) 36_ (2) 36_ 6X_ FASTENER To STUD (18) 1014 (18) 84 EA (18) 1014 EA (28) 84 EA (56) 164 EA (42) 164 EA (46) Ibd EA 66) 164 EA (5) la TIE ROD 5/4° m 6R 111 SPECIES GAP KIPS 121 2.01 234 330 4.35 163 8.92 11.60 1530 DETAIL NUMBER HOLDOWN NOTE4 6BNERAL NOTES A) MINIMUM CONCRETE COMPRESIVE 51RENGTH TO BE 25 K51 (11.2) MPa) B) REFER TO MANUFACTURERS' GATAL065 FOR MINIMUM 015TANOE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM MEMBER BACKING 512E. 0) REFER TO MANUFACTURERS' CATALOGS FOR ANCHOR BOLT EMBEDMENT DEPTH. 5) POSTS ,1-10L003 2X • 4X (38mmX 4 84m918) _ _ •2 OR BETTER ' 6X ( 140 91X ) _ 91 OR BETTER F) THE ANCHOR TYPE HOLDOWNS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. G) USE 511H08RJ FOR 37H08, 5THDIORJ FOR 57141210, AND 5714214R-I FOR'STH214 WHERE RIM JOISTS ARE INSTALLED. 14) THE STUD FASTENER FOR PH125 SHALL BE 565 I/4 "x3" WOOD 5GREW5 (I) THE STUD FASTENER FOR 57105 SHALL BE 164 SINKERS. (J) MINIMUM STEM WALL TO BE 6" WIDE FOR I -5TORY 881)21NG5, 8" WIDE FOR BUILDINGS HAVING 2 OR MORE STORIES LIVING 1 13DRM - #4 DINING SDRM - #3 2x4 5110 4W R -I5 INS. MIN, TYP. R -19 INS. MIN. KITCHEN 2x4 STUDS Pi/ R -13 INS. MIN, YfP. R -19 INS. T.O. FLOOR T.O. PLA ROOF CONSTRUCTION', CEDAR SHAKES 90. FELT INTERWOVEN SOLID 5HE4THIN6 RAFTEi5/TRUS85S /CEILIN6 JOISTS PER PLAN R-S0 BATT OR BELO44-35 INSULATION MIN. 645 HEAT 5/8' 6YP58 4 WALL BOARD • CEILING WALL CONSTRUCTION • 5101346 PER ELEVATIONS • I5. EUILDIN6 PAPER • I/2" COX PLYWOOD SHE43IN6 (OR EGwAU • 2x6 STUDS AT 16 ° ' 06. •. R- 14 .BATT INSULATION WITH V.B. FACE STAPLED. FLOOR CONSTRUCTION • FINISH. FLOOR PER PLANS • 9/4' Tt6 PLYWOOD SUED AND NAILED • FLOOR JOISTS ' PER PLAN • R -I9 BATT INSULATION MIN. OVER UNHEATED AREAS '... • E R 6RADR55 •. GRAM SPACES '.01575 • . 6 MIL'. BLACK' VAPOR BARRIER 2x12 LED66i, FASTEN TO STRUCTURE W/1 /2 ". LA6 BOLTS TOP AND BOTTOM 9TA56ERED • 16" O.G. use 51MPSON 1.558210 (OR 501)41.) TO FASTEN',. RAFTERS TO LED6ER. SCALE. 1 • 1 RAFTERS OVER DIVING ROOF CONSTRUCTIONI • COMPOSITION 5HIN6LE5_ • 5034 FELT INTERWOVEN 501.10 HING SHEAT R -30 BA /TRU55E5 /CEILING JOISTS PER PLAN • R -30 14433 0R 8L0Y61-IN 18581.471034 MIN. 6454EAT • 5/8" GYPSUM WALL BOARD® 051LIN6 WALL CONSTRUCTION • SIDINS PER ELEVATIONS I BUILDING PAP92 • 2 " GDX PLYWOOD SHEATNIN6 (OR EGUAL) • 2 2-4 STUDS AT Ib' O.G. • 5-15 BATT INSULATION WITH V.B. FACE STAPLED. • OPTIONAL.. 2x6 STUDS o Ib' O.G. IWR -44 134581.. FLOOR CONSTRUCTION • FINISH FLOOR PER'PLANS • 5/4" T48 PLYWOOD SLUED AND NAILED • FLOOR JOISTS PER PLAN • R -14 BAIT INSULATION MIN OVER UNHEATED AREAS • POST AND BEAM SUPPORT BELOW JOISTS OVER GRADE O GRAB_ SPACES • 6 MIL BLACK VAPOR BARRIER Cat OW7 UDC 1111: ROI 111 4 i i 6 11111 0 5OoSl. CB (l'1PEl[ -54) - t5 051 - TE: 47 - tE: 47 -2 (2a 1 IE: 45.61 IZ". X ( IE. 4801.. (IZ. S.".') N ik/ 0 10 L J r 5 .tl i AODtTT LF : 54-`x - - gre \ D ` fLLf - CLTt *fa C1 �n` SCALE =: 1" = 20' 4c• 51- 0' sue 5 _ 1.Z pcpS-WZ @.OZ EnLO NEVJ �p[-1• P.P0 FRpnA Pte LINE ( 5.0 INSEALI TN1E.6 CATCTI EA=144`1 eriPES) LOCATE ra. EDsE. OF PAVEML., F.'5 5,10W. .. RIM: 52 - (MA =H FX- GRAPE) IE: 45.8( E. 1E: 40.4.( ".N) REnnO'05j7 EXIST. 12" CONC. SriRM DRI, . Co IVTR+iC,aR TO LOCATE END 01= EXIST. - 51PE 9UB: It j3I-, CLEALI Our To SURFACE, E,TEND c. p1G SDR 35 - SIDE SEWER -TO L.07 [ AND L07 Z AS S10WN. g '. - 12 " 4 400 011 12� rF Oslo V.l SA wcvr SAwW.LIT EXIST. RSEI -4. 1? CENTF�LINE. SEPd_ 12" 1.10 EX. 3Ol1 -05 WITH. AR 40013 RORD O IL. B5AP NEW CA/4C.1 - 1 BASIN 3 toiFE� RIM'. [n1. To ` MIATCI{ NOK MOW 15: 58.1 (12 ",•4 Lln 4' oL I F UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTH THE UTILITIES AND SURVEYING THE HORIZONTAL AND - VERTICAL - LOCATION P01011 00 CONSTRUCTION. 11115 SHALL INCLUDE CALLING UTILITY LOCATE 0 I BOO - 424 -5555 AND THEN POTHOLING ALL OF 111E EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONRICTS EXIST. LOCATONS or SAID UTILITIES AS. SHOWN ON 1HESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VAR'4110N. Ex islyy M,1-;, ra13 510E E.R L0NG (JNKNOwni ss EN, 1 Ex5St P, inEM SAwC.isr Fx15I ASPI - 10LT @ CEncEEl�,ntE:._ 55.1_ 30151 Vvf •444000 ROAD on-_ 4 FRCtn &, 9' 50 OF 00541 NEW CJ 403-4 BR µ 4 Z (7YFES) \ RIM: _2 -4 " , 4 "" NEw J am \ l — ��- lE: `t -4 .1" w� u..�) fIp 4 ��1=K. 27' 4 -O• o 7o S o0 min, M 2» COr` DEPTy CtA4S B P,5;1'HALI- - [n' COMP PE51l - 1 C121SNE0 SJRFACINc, TOP CouRSE GY P SAC/ Ip► -- S DACE S,- 54 a 3 30 zi " WEDGE CURS r LO T \ \ _ (2) \ NE W.cT6R \ \ MF�R�pr.R ly' GLOAe -. SUR +\I -) (. WAIbR r ti , MEW 0,0, -1 l5500h! q 11( _ RIM: loci 10 . (MATCH FLOW LINE 6RAL0) 10- 44.1» ( ", ,OUT) 5 RECEIVED FEB 0 6 2001 TUKWItA PUBLIC WORKS RENSIOWNQ 1 have been re ne - " i • .,.a,cy of the d: lb: • Additions, de ' 5 -- after this d 51 accept -nce and will require a re s for subsequa.;t 07,1 ae F5 ,__, . - I ace is subject to fictd inspection by -':s utilities he °. ,> . 2 „Vo inspector. , By. ,fT 2e of Co FH (ai7Li R050 75ENC-1 55 BACKFIIL w� GRoSHE0 GRANE{_ Fuu._ TRENCH DEP MW. 4 ASPHALT pRTChI. TRENCFF 1.0475r 50 SAw OJT 4 sEA1 -1 =o. WATER Se-RN ICE TAPS CAORoItiATE Win ,s04 D15r. HF 125 (Z) 3 /.F� C.DPP — wl;t0-R 0-1 /lCE FleES [t.(4 w,o !ZS 31 EIASTIIJ6 6ATE5 AA5IAT, COnITRACTOR TO CANFIRT`4 LAC5TOI.0. - INS - BU 11_J PER F TEL MEASUREJ\EN T'S Dofroo RECEIVED SEP 1 9 2001 TUKWILA PUBLIC WORKS