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Permit D2000-219 - THE JUNCTION - LOT 5 - NEW SINGLE FAMILY RESIDENCE
THE JUNCTION LOT5 5623 S 150 ST D2000 -219 u City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 377930 -0050 Address: 5623 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: TRYONCL013DH THE JUNCTION - LOT 5 5623 S 150 ST, TUKWILA WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98054 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 2,359 SQ FT SINGLE FAMILY RESIDENCE, 536 SQ FT ATTACHED GARAGE, 90 SQ FT UNCOVERED DECK AREA AND 36 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: WATER, SEWER, • LAND ALTERING, EROSION CONTROL AND STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ OCCUPANT OWNER CONTACT CONTRACTOR 214,981.56 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N '***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,146.29 ******************************************************** * * * * * * * * * * * * * * * * * * * * ** ** * * ** Date: e Permit Center Authorized Signature:_ I hereby certify that I have read and examined tPiis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Print Name:_ .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: IgYav DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1997 Fire Protection: Phone: Phone: 425 -228 -9750 Phone: 425- 255 -6518 Phone: 425- 255 -6518 Size(in): .00 End Time: 139 Fill: 139 End Time: Public: N Date: P"2 - ' 4 ;t 9 vAt..I.N V (206) 431 -3670 D2000 -219 ISSUED 08/08/2000 02/04/2001 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. Address: 5623 S 150 ST 53 Yite•: . DEVPERM Parcel 0: 377930-0050 CITY OF TUKWILA Permit No: D2000219: Status: ISSUED Applied: 07/06/2000 • issued: 08/08/2000 *************************************************************************** Permit Conditions: 1 . •••H-:::,CONTRACTOR SHALL NOTIFY, INSPECTOR NF GREG •... •••," • VILLANUEVA•eY',(206)431:=.0I790F,COMMENCEMENI AND ••t.:COMPLETION'HOF WORK AT1:„LEAST IN ADVANCE. • • ,•,•••• • • ••••• . • ,,!:‘.„.!.•; . • • ••••••Tempo,rary• proFAA.0fi66ntir61M06Ikesall be Jyrip:Tellia6,td ''•' •••••• 7.3',.The!••tjteshaIlha..N4.1.0i.irmanent"erpsion after;:fjpal.gradinghaS5edn 4 . .:: . ,::: FROM'',00%00ER-4•.•THROld6H•APOL30, -COVER ANY SLOPES ANI) '.•:,:.'-'- ..H.J5 TOCKP1I,g5AHAT-ARE3H:.0 AND HAVE A \i,ERTI,CAL.,•••y• ••:':.•!. MOREAND•WILL:: FOR.,GREATER'- • • • THAN:412tHOORS TIME PERIOD, COVER •OR.-MUi4CH''''-'4',±••••vj''''• 0THEDISTpRpEpAREAS,:IF 'THEyAWILLpE,: . _ . . . • . , - • ' : -. ,1 , • ,:.'.!.-.C.10k/gREPMAItRIAL7MOST-__BgST9pKOII..6....6WSITE'AT THE' BEG1NNING -0F7JHIS!:PE410D,,ANSPECT,AND',MAINTAIN THIS '•';! , '?,•:, ;STAE.1INIZATION . WEEKLY-,ANDJMMEDIATELYBEFORE DURING AND ImmEbIATEOFoLLowt4b-sToRms .-;:_'..',,, ' F,R0MV(iY:11 .! 30:'• JEMPORARY%ROSIOWPREVENTION AND SEDIMENT AT LEAST ::-. •!.....„,:.,,.- .• ONT ••"M1-11',.1 . i T• ':., ,c;. . .11. • , .' ,.. v \ • ., ,. ..., p.„... :..„. ,A . ,..! , . . .i.:,..,..., • ,•,,. ,! ,.:,,,, :.:•,•:, H . . 1 ,,,.•.!:.,!:,, f,.; • ALL DISTO.RpED AREAS OF THE SITE SHALL .STABILt2ED, PRIOR. TO CONSTRUCTION • Hi- L.,-....i...., -• 5.1 he LandAlteringperMit fee is'tased upiin an!restilated .....,'v •,. 139 cy'ofdOt and4fill.'If,the final quantity exceeds thYW amount, thedeveloper shall 'berequi,red calculate the',";! • .... final cluantYand pay the'Aifference:,in permit Fee pr.1:61-: '• to the Final Inspection. • .,..... •,,,,.,,.• ,,,, : •,:.— ce uj c.) 0 0 cow wx 0 u. 0 11 . g. uj D 0 I- LIJ F I 0 I- LL g' . Z o 1- z a Permit No: D2000-219 Status: ISSUED Site Address:. 5623 . S 150 ST Water Meter Type: PERM Water Meter Size; Work Order .No.: . . Connection Fees: Install Debosit: Plan Review Fee: •••• :— • , Water Turn On .Fe: Special Assessment: Other Fee: • TOTAL WATER ..METER PUBLIC WORKS t'41.1 ENOINEERAPPROVAL • • WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER A LJM WATER METER B .00 Applied Date: 07/06/2000 Issid Date: 08/08/2000 WATER METER C 60 3.00 $.00 $.00 . 3. 00 Project Name/Tenant . -- 3 --- Value of Constructs T" (C°/ Upb Is this site served by: ®- Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) f ' I � t% _.1 c>iUC (U/�.� 1....4) --1-- s Site Address: C 'ty State /Zip: Tax Parcel Number: Proposed New Square Footage: 23 5 sq. ft. Dwelling 3 ro sq. ft. Covered Deck(s) Property Owner: ��o 6.) GlAc f�1 !- 4c,, one Ph r tCS I2 p ? 7 5'0 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) i• 3"7 e.' i.!/J lv (oa8 � /f Street Address :p 6O x C `_ / e sty S tate /Zip: ��< ��o Fax #: �" 22 er 7 z 3 Contractor: yoi, CCnCPi4 4(C Phone: 4 z' t 9 75 Street Address: 60y t 4c, o §t tat ip: Fax 4 .,, z 2'#' 7032: Architect: / e , / t /J / r 6c45 ( ,/`t ( /t Phon ���5 � 532 Street Address: City tate /Zip: ���(� Fax #: �� f !�7 i"c. `TCX 7���.� Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Pers n + i) ---ri ; 1 (� e�f Phone: / z_55 65 Street Address City tate /Zi 1 X1 -S cuccRc, 4Jc K 7 Fax # zsg '' Description of work to be done: //)€ Lc.) ( 4OS C Type of work: aNew Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) El Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ®- Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 23 5 sq. ft. Dwelling 3 ro sq. ft. Covered Deck(s) 3 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 9 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) i• 3"7 e.' i.!/J lv (oa8 � /f *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Single - Family Residential Permit Application CITY OF TUKILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Fr , STAFF USE ONLY Project Number:, Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. P,PLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OFTHLL E FOOWI (Addit oval reviews shall be; determined' b the PubIic.Works‘Department) '.._.' : ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut -d cubic yds. 0 Fill End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 171 Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: 321 Sanitary Side Sewer #: SI Storm Drainage ❑ Street Use 0 Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous gal Size(s): cubic yds. 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. Dalp= afl�c= to Date a r l ` ti p s: e 1 App/ cation t en • • (initials) 44 PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 Z W 00 U) J F- WO 2 u_ d = W H = Z F. H O Z1— W W U� OD- 0 1— W S 0 17- u w Z U O ~' Z Irk � , 7,7' . ' 7„ 3 + r � +s sr[^*rr� m .,' , :+ . r i 'j ", �'' , k . . is , «.. ,•;!",), , , -rS- i !�e eer.'^.Y t r. ,�, -� �tn: i �,: �7 � , i, . s, ;.r^,s J• - ;� `! � " : .� Y '...F. +'•r ��1 :r:�i 0' • �' 'F', �. : . ,� . - r iN� r r************************* * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** } C7 IY'; OF TUKW'ILA, WA TRANSM11 * 0************************* * * * I * * * * * * * ** * * * * * * * ** 3 TRANSMf Number: R9800338 Amount: 2,083.75 08/08/00 10:59 Payme,hit: Method: CHECK Nest t, i on: DON TRYON 1.n i t.: 1LB , Pe�r•m i t No: 02000-239 l ype: DEVPE:RM f7EVE:L.OF'MLN1 PERMIT i 1 Parcel No: 377930-0050 Site Address: 5623 S 150 ST ,` 1•btal Fees: 3,146.29 2,081..75 . Total ALL. Pmts: 3,146.29 Balance: .00 ****************/(***** A********** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** Account:: Code Description Amount 000/322.100 BUILDING - RES 1,637.75 000/345.830 - PLAN CHECK UTILITY 20.00 000/3.45.830 PLAN CHECK - WATER METER 10.00 000/386.904 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE - UTILITY 15.00 412/342.400 INSP FEE STORM DRAIN 15.00 402/342 INSP FEE SME /SSS 20.00 401/388.102 WATER CONNECTION 60.00 401 WATER INSTALLATION (DEP) 1.50.00. 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN --ON' FEE 25.00 000/322.100 LAND ALTERING PERMI1" FEE 72.00 000/345.830 LAND ALTERING PLAN CHECK 37.50 ..6 770 06/09 9717 TOTAL 2142.94 .....4arruet..+ U,..c's 6'AP144 Ve4` su44di Payment 5732 07/07 971.0 .: TOTAL _ 4378.28 • P L • •'.'" Qt "• = �5'Cit ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA • ay) ( TRANSMIT * * * * ** * * * * * * * * * * * * * * * * * * ** i *' -9F ** * *. * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Numbers R9800314- Amount: 1,064J.54 07/06/00 13:31 Payment .Method: CHECK Notations TRYON'CONCEPTS Init: WER Permit Nos D2000 -219 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 377930 -0050 Site,Addresss 5623 S 150 ST Total Fees: 2,706.79 1,064.54 Total ALL Pmts: 1,064.54=' Balance: • 1,642.25 ******'*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' Account,Code Description Amount 000/345.830 PLAN CHECK = RES 1,064:54 4Sr:, U t-.e tt V• .iers �f�i�ks'1.Li ✓+:>.Mt t['tr '1:1 L G. U.' %tk� 4a a?u twi ':it��. '. �,',.�tf.�,rddae"✓e {s1a;55Ji.'. Project:.. -.r- � ( N itA - (-7' Type of Ins e ction: r LU 1 (c.i Address: "` 5e,.,3 S 1.0 k:.. Date called: (i /o 1 Special instructions: Date wanted: d k, f Ca Requester , .....x=0'1 -( yGA Phone: (�o 6) ass g,7`/ Approved per applicable codes. ece ;$ + H SS 7 Inspector: INS rr ION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 3 /tiqclt PERMIT NO. (206)431 -3670. Corrections required prior to approval: COMMENTS: V V .' ri 4,624.) f : // 2 2/ed Mf t-tj tifrATIA $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So'uthcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: sn' 6 Sams _ t�r_+o w c. +s inter ► .+sc:. K a , ere _ '. - 11 . 4 Y:.tanje,, ti:MYL• 4y.°1" xa5ua4r .ia,of >.rua u 41.1 #;iii�:rC£+ktuatl�in:7u ua,d.�:kaf.ii:'r5¢ 1 Y7. tiY >S Project. -7 'ly of Inspectio : Address: 5 C:7-- S . 1 Sv { h S Date c. - 3 �-3 10 Special instructions: Date wanted: a.m. Req ter: k, J--Y --- V✓'tA cyr) Phone: _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188_- pproved per applicable codes. INSPECTION RECORD' Retain a copy with permit l j . 92600- ZI \ 4 PERMIT NO. -(206)431 =3 Corrections required prior to approval. COMMENTS: Yr� (Ai qf.9 Apra ar CV Vivv1 Inspector: Date: 3 i _ ) ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Y :3�}":'. " i "' i.� i c. `• y,.i1'� ti4�4�,7���a 1. f ^{ �x r�q'+.u„fst y ,.. �., i� "�e1 x..r +�;. y M'c4wiSwMs1: ..i:.IL' ..�i'l.. .01 4,4 4.01:1.4443.11 .14'�`rh.4,4 %.01:tin94' 1,44,\ 0 co Q ', W . J W O' g -J N d < uj i 2 W U O N . 0 I— w W Z H V ': - I •Z O z Project: ilk- TLIOC,�vr1 Type of Inspe n: cf) r � -� Address: i O.2.'� S 'Q /1 Date canal: Special instructions: ,/ Date wanted: a.m. p.m. Requester .e: Phone. •. INSPECTION RECOk Retain a copy with permit :. INSPECTION NQrr CITY OF'TUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 3 /x / I Inspector: Date: 3�C, / 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: {�..r�i�•„ ism ;.;.:..:..i:..::cY:t.».�Lef...f .:,�.s`vw �'?:1.',..;:f, I':�.•r. t ..; a. v . _ .:..: Dz oG - Ncr PERMIT NO. (206)431 -3670 Corrections required prior to approva a.�ti+diJYlclG�.ka+'Wir.�. •ri'Ai��aiK�4(fMry<tai �re:iai p N O CD W u. W0 QQ g N O _ �� Z l.• 0 . Z uj ON O I— W ! F.. U ; lL O, w Z. O ~ ` Z Project. T to TCt.,v1(t ell a of Inspection; 01 Ida(( I at L g Address: ^ , A L A 540g3 S. I5i Date Iled: �� -a9 Special instructions: Date w ' ted: ' j - CDC) gym:) p.m. Requester: �an Ph n �aS�a s 5- 65' 1 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C \ r G r P e_ cry v en's I V\ C Corei9 0k $ 4cife Inspector: Date: 1...2_01 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: 1rtasKoVaili Au,.Gts r 444414') +iv nkr2< a; -..,. a_iatiflsrLa t..u:nv ri1:, d +�,w,1;�.i:ak Ato NOV 44.'#,4xui:t :+��a ,rn.aaa ,. ..,ax.r."�k: ?.�. .r:�u:t441. ' CO 0 W 0 g Q co 3 H z H1 0 co to 1-- w w' O w z co O z • 'ect: 1f 7 L flfl/7 ,'� Typ of spection: Gt�a. r / / rf Address: 2-- /5)/ - 5 J Date called: f a S cia instructions: \ ��� Date wanted: a�m.. � � / P.m. Requester: Phone: 4ZS .. 255_4s7? INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspect Approved per applicable codes. r�.���3iki,dl«.aie�- • aw- PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: erg wi + hr 1 f W15 — 4' v�p Yn t ktri e 4 9 1-e+1 er Prows co w\ \ -e-ke • -eCe t 'P - tr\ her tr- a1Aarc SSA he S•'U r b4/01 1 j crrro r « \rsvkciA ■ONt\ - a rpr Date: to/ 19 00 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r a, s4LL,.. A 4i St. 4v.��A1f:,». -s•... .�; F:M.L'L rdY!� ��:ai d.,ANU.4. `�(� 10,*' -! .'3ru'�•z�+,YStf?'traa J•: w2�tiai�Unv,ak'.•'sna,� �r Project: — _Su n C ry Type 4 flnspection: rc n11'n j Y ctia14 Address: ti, c ^_( . % S. 150 ) Dat c Il ed : 1 I �f oo Special instructions: Date wanted: /Z )S-oo .m. p.m. Requ@s<er Phone: as).-ss - 6518 INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila;4WA 9818 aaoo= 1 PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: b , t ,L , vC � 7 .- /c .4 /IM)1,- 70 � c ►. h J 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t,aC!'ifs. bra . ii /m44.61*.rtM h[ ..d.46 -C : III'- '470,"ti"- tIregiOle j'.4:! '.lgs 5 v4.2 :tE.i '3:!'! eri:Ir * i. • re w 0 Ois N C) W CO LL W O -J Imo' = O w Z � Z0 W W : Z W' _ O W Z U — '' 0 1— Z Project: t 1 unr +nn Lo P Type of Inspect on 2 c i nS{c++ oh ' _x-1 -. spec Ines r- (.I lri I I Address: 'L) Sf Date c Ile t - 6 --- 0( - ) - ,(,0-93 /`) d Special instructions:. - L4 - fr.. 41t4 ` ' w Date ' wand: CO nester: r lc Phone: ZOO 3 ss I l r INSPECTION REC Retain 'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ' ' ' dsocer t.' ' .'. ..r°z` i?Za'u•'i"; a irr..asl oX - 1416a.r ;PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ., Inspec Da , /' $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: vel c4u'Kw+4i�a2�Wa:'e2Vi'k alaF.rvk'lx`: di et tdxka ;��::ti44t . i7«v , S:ra4ut ■ rnxatt4; vd4 rie.S:e� wfJ;.L , eVa..+.".:■0uaci ._ r.r COMMENTS: 0 A(C.)c)-c- S hect *t 11 Yt q c6 U .Pcc • rf Jke r 1ilJ , 1" [' JVG i I n Special instructions: /C) Date wanted: I I — .6`a) p.m. - 1--v. - kv tOr Wc4S ot ppro V eJ Pho e. � s-- as. __ gNA -ev- 0hr WoM c Ole- \ - eSS r. cA)o\ t 1 S ra f5 CS 1 to fag 00 —}, 0,,i— 01,x4 rvo► r 04 k0 US€ I ()U.detr 1 , eue 1 �Y Pr ect: - \` Lo-- 5 � �.JL� � �rl " lo � ns- --o t�.t. ! 1 I (�(n Address: 7� Date called: Special instructions: /C) Date wanted: I I — .6`a) p.m. Re kri er: Pho e. � s-- as. __ INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 r � Approved per applicable codes. XCorrections requiredprior to approval. Inspectorf Date: 1 1 _ g-00 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: J.:�SU�•1iV 1s: ye'JGt f' ili a@a1iGsL7�iw�"+lay."�C3t6Y( �C. ia.�'C('!S'w +tlr tvg 7t UilI lisclu tsr..w.irateak.w..rt4.4 14 W : 2 _ 00 N w 1.4rW &sS d¢a,r tai „ U:T+a�ltoL,:x;�3�.salmat<sii' w+` 'baiKa.4:brDtiAlut a °' 1i'ix64i4k,T47 F. W O ' u. _ uj 1— Z O g o oI— w w I —0 ' WZ P 0 z Project: I t.)+nc_+106— Lv Type of Inspectioc: H'"1 Unf JO S+" Address: St r3 3 S. I SCG ,s-t,S-t- Date te called: - 16 - DO Special instructions: Date wanted: >I O "' 1g—DD 11 p.m. Requester: r)O Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2Lu 21 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: et rx .416 e e_v a 1F M a d e/ /2- P2 ) .. -f ' 1-, Puree-- 1,t?Li( hdl9"'1 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 ':0' 'L 46eat i -1 in'ht'G "'. i'c?'wi� rawd'al►9es..�:rim:.we: +% .a.t ..� :t:d:;: . ;L M,.AVALw$.. 'G ln - a'.u:wsaY�i:. .d•. 'ly'nvs,tc.��3,:yA.r:fJd1 ".�kti�s7�tiinH +9� pXwrx.�F1' "J /.1talkitSi ia�'4i1k 4:41■Yai;e ,d .744 , ..:4 atitaw..411247i Vt o 0 ;. u)0 co ur co LL W trL Q to = CJ' W Z I-0 Z ?p , 0 I— W W � Il F. 0 Z Iii U N 0 z Projec3., q 5 /&) ', n Ld //''ii _5 ti.- y/ : Type of Inspection: s b Address: Date called: �/ I / r 9_it &At 9" Q.S. lied Special instructions: \ '`\ . 1 ' 5 `: Date wanted: C V v� a.m. p.m. 7 Requester: / f Phone: Inspector: . - . COMMENTS: q 5 /&) ', n Ld //''ii _5 ti.- y/ : c . C , cciv,y4, , °l -ra ec '6 "'M --e 621-1.,4A.-- ts1,94 ctov 4, F.A. -4 r 9_it &At 9" Q.S. lied sc‘.66 PCB Al 1.‘1. rr - ,(� s20 G/l,t/,t.ad,,p , rAIA.71 A nU • 4 7 C . -40 D. S. T:1„ i ‘.. is-k , t C -t G( 1/Ai IZ) Siuk +7b 1 : t_ - %hi L)l (* ! Inspector: . - . Date: ,7 70' INSPECTION RECO Retain a copy with permit INSPECTION NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y g �� ah,S .. .. +2 „r. 3� :i :'t.... ?.1�':Sf3L`.C_,. �u6S�` �....:.'.kSi���.i.. � y � . � :+ Lin...' 1n�a,:.. �a3}:. de?, �a` AliL` uvwvw�+ r:' i? ��ns�GarYw?c� !�".httHl'.u`did�fFSe ' w'' �i' J, (d91Gi•r:NM s5i�i�'.'y{viii'ft: ` "itidt,?lt�e�'.. �'i:?u;' '.�■N Yr4 t;sC0.i'ii" "iitarla at. Project: Type ofios: Address: Address: - `` r Date called: e /II/0-o Date wanted: / � a.m. P. m. Special instructions IL �.G�� '' ' ' h C) W Requester :�� Phom. N s 255 -6s i INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. 02001-v1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 9 - qu o e w_ 7411 - 1 ,12-k- • &1(4/ Pvc Not o Inspector: �l J Date: nl / L t $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 4w.4.. �.aw::w �m.tit,(ss.c rat;! iL. i:.` tuaJN.. r .' iz? s 4a... ku: f itt� :N�.iudW`nLSU�GY:ti�wiSA:i:'` .2ti i.4fiKar sx f t,;xk ti%4Fe6‘v.aic ?1 . cc 00 0)Di mu) 9 , uj O 2 N • a H W 2 U O ON 0 1- =W. O . Z Utn Project: ll ` JUPci tor L� 5 Type of Ins ggc�tio : p mo I rp, hi . Address: 5iOa3 S .1S�O A.R. Date called: -1 ( — oa Special instructions: v j \O W e O ' oo 01� P W , Date wanted: [� wn (� 7`Gb a r p.m. Requester: Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 22 6 PERMIT1NO. (206)431 -367 COMMENTS: J /C.( / 42 Inspector: ie Date: q-7-60 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. El Corrections required prior to approval'. Receipt No: Date: Ali' "7 "1a '�S:'u °ilJ,*P V. - ...;., a.:,_ �— � sitauaw.. —.. •• '3., �..n,...4.i5':s 7n. ',.I.f.a- ..J,vhw�i2rr4V`.S.e .al.ru W1i5a ft-5%4W 41 +R`1k'ir. ant. SSZPF:3 W • 0 to 0 to W W 0 !. j co 3 I.. W , H 0 Z Lu V O — 0 I— W W H U '. U. w to , H O z P 3UC;A 'ct: � S Ty pe of Inspection: �✓� A dress:. 6a ls1S St Date called: Special instructions: Date wanted: Q _i- 6.00 a.m. p.m. Requester: Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 d roved per applicable codes. DZoo-dly COMMENTS: ?C' V (,Y' A)e \ St c\-e 0 1 1k Ct �nY r� �h s � ` - \.ev■0 \5.:. .1 - Qv‘ Y�✓nv� e Corrections required prior to approval. Inspector: . 1 QQi L (- - Date: n L 0.2_0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: N .h-' :�. ?' ° c 3�a:�� k^ „�r� �,,,asZ,:,. � � _ea..:.�:t:a.��� �: � 4,,��- �:,,;.,nt•:�s�:.�w., � w c ;�as . da � .r v f:' c� .. ri . Y a X a K u;:4 4,,;4 'Sa .i4a41. ..:14,4: gc 0- to 0. J N U.i W O! LL Q % N d W Z Z � Ill at P o; 0 1- w W ~ Vi Z, N olett: - I - Ty e of Inspection:',:: . tc r.5i-r ra t vi S u to c +1 n— Lc S Address: � Sr a Al 5 M a S+ Date e � i"Dr Special instructions: Date wanted: a.m. uester: Kleine: E Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DZbcow21 PERMIT NO (206)431 -3670 Corrections required prior to approval... COMMENTS f = �r 2 - Inspector: /9 i� L_ Date: $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 64..4142,4144 1Nrn.%f+ bur •ii:sl:i,. t+4 . Project: . .)UnL+ -' Lb+ S e of Inspeon: c cur u L US Address:.: (P S ISt S1 DDte called: CJ - "DS 3pecial instructions: C4 f k r nom' C�G� r D to want • �' - 0 I S Requester: . 3s_ )- . Les_ IS, Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 Corrections required prior to approval. COMMENTS: $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: "�,c,�F�ta.�dLds�S`;�' Nr.��:,. "` • : s.. �iK .+ks,...,...a...+w�'..:-md�i� I;rai+ct=;i� -kip : ' cl�taii P `t ,rc' - tt0 In T Inspection: 1 p� Oki -POCt I Address: 6132,3 S 1575' ST Date c Iled: • - 1 -00 Special instructions: Date wanted:: a.m Requester: Y Phone: - 1 25 .457 p 4 1 r INSPECTION NO. Approved per applicable codes. litaL INSPECTION REC Retain a copy with permit 1 D-2.cco - 21�, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: V6.trafl : Fuca + .rr3C� .a.: isa F. ul o O CO O CO uJ J, V- _° : 1_ W z LU U a ! O 1— = 1- LL H : O + ti Z ()P- p Z Project.....- nt✓ `� Inspection: Y Address: 5 e' 2-3. S. 15 Sk Date call d: "5 - 2 ( •) Special instructions: < ' J � Date wanted: ) Re ter: ,--.. 1 ,2,3,1 -< Phone: zoo - - `2tisik-c «rt INSPECTION NO. INSPECTION REC S Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Q • - .PERMIT NO., (206)431 -3 roved per applicable codes. f jCorrections regpired prior to approval. COMMENTS: IY1y `mot IOQ✓ a-pple pr rrj Ur crA 1C1 Vi G coV rot PP GOr 1 11-Ns LAG-1 rp UPd - ya wl Scar« rA 'eV ) 10Y be - i"S nt -e & 1`" tPCLGV1∎CrA I \ \ 4 Date: v "` D ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to insp tion,- fee-mustbe paid at 6300 Southcenter Blvd., Suite 100. Call to scheduireinspection. Date: Receipt No: Project: /' /7e `l iC _ tot 5 TypesOjection: Address: 510;3 s /So"'sf. Date al ed: /r�10/ Special instructions: . / , 4ot ID e.(07 , G1) cal/ a ..,. 5f*'& t v Lt <t iinm.. (y Hi— hrinn ? hit 'c/ t.Jck.. / /.'? .% Dat wanted: / //D /ol Ca.m? p.m. Re uester: , PL Phone: t i t 2 5- Z S5- (9S1 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved 'per applicable codes. PERMIT NO, (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: 1— l O_ 0 $47.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project 1, The sot Type of Inspection: cca.'ele me-fey Address: r6Z3 S ` h St Date called: 1-8 - 1 O' Special instructions: • Date wanted: �rn� 1 -400 m Requester: D oe) - on Phone: i 25- 255 - 6 51 O INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 INSPECTION REC Retain, a copy with permit D 2000 - 21 PERMIT NO. (206)431 -3670 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: c i - alyia* A 6P I / /YO/ kid 2.- C. X1 ( /1 7 4t.4 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1, ,.,,: :x:+.:a.+..n/zal diaYA.,e .(!:.r::i ,�CSn.!S?tG�nb.�tsY 4'�;u�iy'r�aktw+Yk41u �. AS •• • 4,:Y 7;xcCXdltMr01,i:Y, , .i�w r k: FOUNDATION SHEAR WALLS wr w.ra 1 1! ELEV. A !IFI RI SFIEE § 6 Kapp ler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Date By Descr Otion .... 6/3/95 rui PEWIT SET PLAN # 2359 Ti-gs DRAWING S @ como-rmo ANO IS TFE Excwsys PROPEFRY OF THE facHrEcT . L •••■•••••■••■111. L _ L r 1=1■•••■••■■•• ■••■••••■■••■ I I I • • - , r1F, r • -4 J L J r r - ( 1- ■ - 1 Off I 1 III Al l , IIIMIIIMIIMZEIL+:?:, 'I1Bi.aMBEETMMIIIMI ' • 1 1 1 i -- ' - - ll I r - 11k 1 1 N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ ILl s MAIN FLOOR SHEAR WAI, 1 N O IL IL JL JL JL JL IL JL i� wilt it rir lir r deP Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Tryon Concepts PLAN # 2359 ns DRAW NG s © COPYRIGHTED AND s me EXCLUSIVE PROPERTY OF ARarrECr NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Date By DescrOtion raM MI .!eIIT SET • 8 6 ;?' M.M.M.1111.611111..M.M.M. UPPER FLOOR SHEAR WA • 0 1 N L Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 -5318 Gan can Tryon Concepts PLAN # 2359 n CRAW s © CoPYwa-IrED AND 6 TI-E EXCLUSIVE PROPERTY OF TFiE ARCHTECT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Date By Desa* t n 6A/SS run PEIenT SET FOUNDATION SHEAR WALLS SYMBOLS & LEGEND 0 �tG POINT LOAD men ADOV! C$ T POINT LOAD PRR1 ABOVE UV LOADING � PONT LOAD TRANSFERNG DOW UV LOADING .Y POINT LOAD ?PAMPERING DOW HANGER PONT LOAD TRANSFEIIED BY KKXER L 4 ' HOLD DOIN WTH e1z! DEbGNATION t. � VERTICAL O ell! DESIGNATION 1a TO DE USED ON FLOOR BELOW eT_M — HORIZONTAL !TRAP UTH elm DESIWATION 0 INDICATES BEAM CALCULATION WITH INDEXED MISER _••_•• eMENT Q SHIM WALL Type OF SHEAR WALL UYLL ABOVE r 44LL BELOW ■ UNLESS OTHERWISE NOTED, ENGINEERING AND CALCULATIONS ARE NOT FRONDED N THEN 12R4UNGS 1 MAIN FLOOR SHEAR WALLS Su14 ue'r.e' SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET S (3 ril.iF9'Y,nt3]n.a'. i' �•. deE�:K1�•1�'. +f 1k+'t1e1Y'FL4r3H'i. SHEAR NOTES p E6IGN CRITE L SEC CALCULA1I ! P OR DESIGN CRITERIA GENERAL NOTES L ALL SHIARWALL! SHOW ON T14! FLOOR PLAN ARE TIM WALLS ON THAT LEVEL. (TYPICALLY SHOW SHADED/. 2. ANCHORAGE *FOIE !HEARWALL6(PANEL6) ONLY. WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY BE SPACED • NI' OCfMIN) PER TABLE 23.1.0. 3. WHERE PORTIONS OP WALLS ARE NOT DESIGNATED AD SHEAR PANELS tWEN SHEAR DETAILS DO NOT APPLY. FO.LCW MIN. UB.C. REQUIREMENTS. 4. PROVIDE TLLC 6TUD6 AT 4LL HOLD DOW4 LOCATIONS. b. SEE MAP4FACTURER'b REOUIREMENT6 AND DETAILS FOR EACH TYPE OF HOLDOII1 STRAP, AND COPNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD OR GYP'61/1 SHCARWALLS SMALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGED SMALL BE STAGGERED AT CENTER OF STUDS MD BLOCKED PER SCHEDULE. T. DO NOT OVERDRIVE NAILS INTO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE.APPROVED BY THE BUILDING OFFICIAL JEOOF 1 FLOOR SHEATHING 1. ROOF SHEATHING 1M' 06B APA RATED SHEATHING (24/D7. LAr UP ION MIN11V1 I/1 CLEAR SEAMEN PANELS TO ALLOW FOR EXPANSION NAILING SHALL BE Sd AT 6 AT PANEL EDGES AND II' cc AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPNRAM 411EAR•16D•O4T.142p4r 2. FLOOR SHEATHING, 3/4' COX TAG APA RATED PLYWOOD (4604) NAILED AND GLU ADHESIVE SMALL CONFORM TO APA SPECIFICATION AFC 01 PROVIDE TAG EDGES LONG PANEL EDGES. NAILING SHALL BE 10d AT 6' oe AT PANEL EDGES AND 10' AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPHRAM 6HEAR•11603111.111p•N 3, PLYWOOD SHALL BE LAID W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND E U1 ro API SHEARWALL SCh.sDULE I 1 11 it 1 >" g ; e RN 'iln. y e ��� 5;1 aiOd Cc • Osol 5A'146' 16d•IV N' CAERE 60E 61.4 OR 5I$' • N• Rd • VD 5A' 618 RE 606 67.1 N' C6BTLO61066 5('• 46' 16d•IP 62.4 OR g 51S' • 4• Yd • 6' 5/11' CAE 1110 SOB P•6.4 S n 51'•46' I6d•5' P•6 56' 1 46' 16d 15' P•4 5A'• 3N• Yd• 4' 146' 041. N.3, OE 210E 515' • 74' 16.1 • 3' P•116 1 -USE 34 STUDS • PANEL EDGES P•7 -• USE 3.. 872108 5111' • 6' 146' OSII 131051066 4, Ra16 F1.4 BUGGER 64EATN•1 JONTS 534) 51105 • SA' • K' Yd • 4• PA/E1. EDGES (7)51018 p3.) 5/5' •U' 4d•3' 1641.4 H�ARD 6061 x, SA' • 46' 16d • 5• .FR It'w0ISP7RT 730 • MBOLS & LEGEND POINT LOAD FROM ABbr POINT LOAD FROM ABOVE POINT LOAD TRINM!RM POINT LOAD TR.411FERM uANGER PONT LOAD TRAM/TIED 401.0 DON MTH 612E DI 46411C41. 61714P 1774 617E DESIGN TO BE WED ON FLOOR BELOW 406412 VITAL WRAP WTH SSE 086 6OICATES BEAM CALCLLATION W74 PDEXED )WEER E 8)f1ENT CF NEAR WAIL TYPE OF NEAR WALL WALL ABOVE 1R=221 I.L4.1 BELOW L.166 OTIEIMAN NOTED, INGIEERNG AND 14 N FLOOR SHEAR WALLS bar IA' SHEAR NOTES MESS 07 525E NOTED PEEIGN CRITERIA L RE CALCULATIONS FOR DESIGN 6ENERAL NC,TEet L ALL SHEAPIWALLS 8NOUN ON TWE FLOOR Pl.AN ARE FOR WALLS ON TWAT (TYPICALLY SHOW SNIADED). 7. ANCWCRAGE IS FOR 8 ONLY, WHERE PORTIONS .L8 ARE NOT DESIGNATED AD 64640 PANELS, NAILS MAY BE BP ) PER TABLE 7 3, UNEIE PORTIONS OF WALLS ARE NOT DESIGNATED AS SWEAR PANELS THEN SWEAR APPLY. FOLLOW MIN. UDC. REQUIRE 4. pROVIDE MUDS AT ALL 1.1OLD DOAN LOCATIONS. 5. SEE MANUFACTURERS RE DETAILS FOR EACH TYPE OP NoLoG.04 STRAP, AND CONNECTOR FOR PROPER INSTALLATION. 6. ALL PLYWOOD M GYPI5O1 SWEARSUALLS SMALL BE APPLIED NORIZONTALLT OR VERTICALLY ON STUDS. EDGES SMALL 5E STAGGERED AT CENTER OF STUDS AND BLOCKED PER SC4EDULE. 1. DO NOT OVERDRIVE NAILS INTO 8444144 NG. E. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SMEAR WALL PANELS UNLESS PIE•APPROVED BY THE BUILDING OFFICIAL ftpOF 8 FLOOR SHEATHING L ROOF SHEATHING, 1/16' 0816 APA RATED 8NEATWING (74/0). LAY UP UV MINIMUM I/6' CLEAR BETUEEN PANELS TO ALLOW FOR EXPANSION. NAILING SMALL BE 6d AT 6' o0 AT PANEL EDGES AND I7' oo AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' 0C. • ALL W6UPPORTED EDGES. ALLOWABLE DIAPHRAM ONEAR•180.087•147p•r 2. FLOOR 814E4TNING, 3/4' CD% T10 APA RATED PLYWOOD (4804) NAILED AND GLUED. ADNE8IVE SMALL CONFORM TO APA SPECIFICATION AFG 01 PROVIDE 14G EDGES AT LONG PANEL EDGES. NAILING SHALL 6E IOd AT 6' oe AT PANEL EDGE! AND 10' ea AT INTER'IEDIATE SUPPORTS. ALLOWABLE DIAPHR41T SHEAR.71505,32 3. PLYWOOD SHALL BE LAID 221/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND END UPPER FLOOR SHEAR WALLS 6aY IA' NLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS 8 u a O V O N a 1 TITLE JOS ND: 61)4.72 1997 UBC SHEET S3 ELEV. A �rG'An,�3�i.. arvia ssslSEx {..,aaf,;. d .M n:w.f >✓..x.M, :,�?A NOTES: eve been reviewed by the Pubib Departm- - for conformer -' - "nth current tandards. Acc •tanco 1 :; ions which do et edo d stand:r;'; forth- adsgue ' c:ez designca tior. drawing will and w: fors! Final the PL_ Date: foya-- 20/ //" �u z S j I. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3. 555 PIPE 15 6' 5DR 35 ON A ( SLOPE. G oval. SANITARY SEWER STUB OUT IE= 208.00' - -s and of .he 3e s 25'.0 4' SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY These plans have beim City standards. Department for nps conformance b � male City stons which subject to errors and adopted standards whit o Of 4r . Tho responsibility no M i i horize violations of drawings after thIS Vold this acceptance fort e adequacy of rests tote!:y '.7ith the designer. Additions, or revision3 to these and will require a • revised drawings for subsequent by al acc to Ce is subject to field inspection by IN Works Weiss inspector. 7 -1 WATER SUPPLY TUB OUT 3 4' METER I : =213.00' SEE CIVIL ENGINEERING L M DRAWING8 RECORDING #1990726001980 z 00 U 0 LLI W H 1. W o. 0 H W! z 1`: z I- uj U �! 0 o - I- ` 11/ al 1~i. 1- - o W z: U - 1 H 0 z NOTES: l5/ fora 2o /4 3D `z / 1. DRIVEWAY PAVED FROM 5. 150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3.555 PIPE IS 6' SDR 35 ON A SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER IS FOGTITE '1 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE PERMANENTLY STABLE BY USING SEED 4 MULCH BY OWNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. WATER SUPPLY TUB OUT 4' METER I : =213.00' SANITARY SEWER STUB OUT IE=208.00' T 25'.0•4• SIDE SEWER MIN 2% AND 10'•0' MIN AWAY FROM DRIVEWAY EXISTING TOPOGRAPHY CLEARING LIMITS TO BE PROPERTY LINE "MAPL INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN __...... 1/4411W UMW. Inspector. 7 1 HO SE TO B BtT L oJ APPRX. 139' YARDS OF EXCAVATION TO BE RELOCATED IN REAR OF LOT SITE PLAN FOR LOT 5 SCALE : 1':20' SUBDIVISION : BERGSTROM STREET ADDRESS • - LOT AREA : - PLAN ": PLAN '2359A OWNER• TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX " • - LEGAL DESCRIPTION • � \_\) N N o � bapoo • an N8- SETBACKS i FRONT : 20'. REAR : 10' SIDE • 5' SIDE : 5' nG rwAtrenr}x.vs'etno .'.AV .:rturtam0, x�/ ... _.. FOR ADDITIO13AAL INFORMATION SEE CIVIL ENGWEERING DRAWIN RECORDING #1999 ,WATER LINE TO HODS "FRUIT 4523' W WOoD NC . 13400 Northup Way, #33 Bellevue, Wa. 98005 tel 425-641-5320 fax 425-641-5318 PROPOSED TOPOGRAPHY JOB 0 . LOTSb PLAT FILE k: 9912202 • DATE• 08 -01 -99 SRU 1$ED DATE. 11 -03 -99 MJM Kapp ler Architects, P.S. 'Site: Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing ©15% Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 04/10/80 FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS Component Description REFERENCE 401 4.43 Floor R19 vented Joist 16oc Glazing @12% * * ** 2g1 vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2359 ft2 Weather Data: Seattle, WA R; Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. HOUSE ID: TRYON CONCEPTS #2359 PROPOSED 372 Btu /hr -F 4.57 kWh /ft2 -yr Reference Value X U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 Area = UA 1702 49.4 353.9 141.5 55.6 15.7 2439 141.5 1702 52.8 20908ft3( 133.9) Reference UA 400.8 U -0.041 U -0.049 U -0.390 U -0.082 U -0.036 ACH -0.350 Proposed UA M- 3.000 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 2359 UA 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 372.1 7077 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.5% PROPOSED Electric: Zoned 100 % 100 % 0.60 26473 Btu /hr 26473 Btu /hr 11.5 kW (150 %) 15600 kWh $ 858 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded HOUSE ID: TRYON CONCEPTS #2359 PROPOSED North 292.7ft2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 04/10/80 ui§ (1) LL u,o u_ co 3 z � 0 1 w w F- V u. 0 r Kappler Associates Architects JOB NAME: TRYON CONCEPTS PLAN #2359 JOB NUMBER 99044.10 Copyrig 1994 DATE: BY: 6/2/99 NMS 4/11/00 GLAZING.xls 1Z w'. U) W w 7.1 w O g J ' u. Q Da H w.. zp, ZO w O 0 I- w W O i Z Ui o � z WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUAR FEET QUANTITY I (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 6.00 5.50 33.00 1.00 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.72 1.00 13.72 • NOOK 6.00 6.67 40.02 1.00 40.02 _ FAMILY 8.00 _ 5.00 _ 40.00 1.00 40.00 TOTAL MAIN _ 159.74 UPPER FLOOR MASTER BATH 4.00 4.00 16.00 1.00 16.00 M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 6.00 4.50 27.00 1.00 27.00 STAIRWAY 4.0i ' . 3.00 3.00 5.00 _ 12.00 15.00 1.00 2.00 12.00 30.00 LOFT TOTAL UPPER _ 133.00 SUMMARY TOTAL GLAZING SQ. FT. 292.74 TOTAL HOUSE SQ. FT. 2,359.00 Glazing % 12.4% Kappler Associates Architects JOB NAME: TRYON CONCEPTS PLAN #2359 JOB NUMBER 99044.10 Copyrig 1994 DATE: BY: 6/2/99 NMS 4/11/00 GLAZING.xls 1Z w'. U) W w 7.1 w O g J ' u. Q Da H w.. zp, ZO w O 0 I- w W O i Z Ui o � z Kappler Architects VERSION 97.7 INCLUDES 3 STORY Lateral Analysis for: LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION Job No. 99044.21 Date 6/3199 SPM TRYON CONSTRUCTION PLAN #2359 A LOCATION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a 1997 -7 Lateral analysis wa1$5I4I.5320 Long Wall 17! 13.0 9.26 :;; li N W W O. 2 J'. li. ‹. 1 W g_ O Z 1— W 2 p U ON ;' o I—. ILI il l' Short Wall (..' .i , I H 0 / 12 �- r— ` SF !11 Z, F- FT O I FT Z FT NOT VALID UNLESS "WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Daoco-alci Lower 4' not included Lower 4' not included 4/10/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - (20 / ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= VALUE USED Ce = Cq = qs = Iw = r max = -2.73 1 WIND PER SECTION 1618 1 ri= DESIGN PRESSURE: P = (Ce) (Cq) (qs) (Iw) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (Iw) (:> ..`296_ (•; . 2:5 '.'..;� r i story shear 1184 1 11676 therefore use DESIGN CRITERIA FOR WIND ANALISYS P= Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis wi3115t6M41320 1740 42 11841 0.10 WIND FORCE TRIB.HEIGTH PSF P(ROOF) 13.0 16.20 P(FLOOR) 9.25 13.22 P(LOWER FL) 0 13.22 P(GARAGE) 0 13.22 P /LF 211 122 0 0 SF # FT # FT # FT # FT 4/10/00 PAGE 2 ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 Roof (Upper walls) 38528 18.5 712768 712768 0.6266 7316 Floor (Main walls) 44716 9.5 424802 1137570 0.3734 4360 Floor (Lower walls) 0 0 0 1137570 0.0000 0 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.0xCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING DEAD LOADS TOTAL ROOF WEIGHT STORY SHEAR '40:3:x; 5:5 0.36 8 6 ASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFI LONG WALL ISHORT WALLI WEIGHT TOTAL WEIGHT BASE SHEAR: Vb= W= KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis work/P:004320 38528 # 1 83244 TOTAL FLOOR FORCE: Vi= 1850338 0 IF NO'LOWER LEVEL 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 I# Wihi / sum Wi hi (Plate Ht.) Wi x hi sum Hi x hi Wihi Vi 11676 4/10/00 PAGE 3 00, N 0 : u, W J =' LL uJ O } , g ~ J Z d W , z � O : H s WIll OF W W ! LL O . LO OI Z SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE WIND FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE UPPER FLOOR MAIN FLOOR WIND; GOVER SEISMIC GOVERN Jw @ 211 # FT @ 343 # FT 46438.4907 1160.962268 2 -2X4 10.5 0:67A ALOW.Ft= 2 -2X6 16.5 P ° .7 0.36; 16d 1.33 143.64 # /NAIL 5/8" DIA. AB SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING ):58.7835! #FT W f7 731.501 1050.71 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT 2.3t FT O.C. # /BOLT 3.31. FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis m0203414320 525 1.33 8.08 NAILS 160 132 0 211 122 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 4/10/00 PAGE 4 Z re W ` V 0 N 0 W l W O NCI z � 0 z w 8 � 01- , W .W 1 LL LL 0 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) SEISMIC FORCE WIND FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE UPPER FLOOR MAIN FLOOR WIND; GOVER SEISMIC GOVERN Jw @ 211 # FT @ 343 # FT 46438.4907 1160.962268 2 -2X4 10.5 0:67A ALOW.Ft= 2 -2X6 16.5 P ° .7 0.36; 16d 1.33 143.64 # /NAIL 5/8" DIA. AB SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING ):58.7835! #FT W f7 731.501 1050.71 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT 2.3t FT O.C. # /BOLT 3.31. FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis m0203414320 525 1.33 8.08 NAILS 160 132 0 211 122 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 4/10/00 PAGE 4 Z re W ` V 0 N 0 W l W O NCI z � 0 z w 8 � 01- , W .W 1 LL LL 0 0 ( Mo= 0 0 0 0 #DIV /01 ' ADIV/01 Wall(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /0! MIN PLATE NAILING 8 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. #DIV /01 #DIV /01 - #DIV /01 #DIV /01 11.5 ( Mo= 4 4 4.5 3.8 149 a 'k Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 4754.77 4754.77 5349.12 4517.03 MIN PLATE NAILING 8 INC O.C. Wall(DL) 320 320 360 304 0 Roof (DL) 0 0 1134 957 0.00 Mr= 426.67 426.67 2241.00 1597.27 _ #DIV /01 T =C 1082.03 1082.03 690.69 768.36 MIN PLATE NAILING N REQUIRED CS16 -30 CS16 -30 NA NA 12 INC O.C. 20 7.5 0 11 0 228 r.„ PIA Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /01 1528.12 #DIV /0! HTT 22 _ #DIV /01 CS16 -30 #DIV /01 8.5 17.5 4.5 0 0 81 a 'X" RUB Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /0! NA NA #DIV /0! #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LEN Load 211 Ht. 8 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 z 0 LL 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 0 2 UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis wo1$54t4820 d d d d SHEAR V WALL TYPE 4/10/00 PAGE 5 15 16.5 14 0 0 104 :n;;et P14 Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 13672.09 11600.56 0.00 0.00 MIN PLATE NAILING 17 INC O.C. 1320 1120 0 0 0 0 0 0 7260.00 5226.67 0.00 0.00 388.61 455.28 #DIV /01 #DIV /01 NA NA _ #DIV /01 _ #DIV /01 0 0 0 0 0 #DIV /01 I;' CIV/p1) Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /0l #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 _ 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /01 #DIV /01 #DIV /0! 15 15.5 20.5 0 0 88 MUM Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /0! #DIV /01 NA NA #DIV /0! #DIV /01 0 1 0 0 0 otauetweil MIN PLATE NAILING #DIV /01 INC O.C. Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /0! #DIV /01 #DIV /01 NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 H 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 1 I_ w C9 w 2 /3DL ✓ REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 Z J 2 /3DL ✓ REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis work5t131014320 d d d d SHEAR V WALL TYPE 4/10/00 PAGE 6 Z uu re 2 U Q ;; Cl) w w 0; J..' LL 1- w _ ? F- F O ' ; Z H� U 0 0 N 0 I- w LL 0 • al Z O ~' z 4 2 2 0 0 132 trdidlititcall Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /0! 20 14 10 0 0 286 f" Fp1= I k Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 33977.24 24269.46 0.00 0.00 MIN PLATE NAILING 6 INC O.C. 2380 1700 0 0 1680 0 0 0 18946.67 5666.67 0.00 0.00 1073.61 1860.28 #DIV /0! #DIV /01 STHD 14 RJ STHD 14 RJ #DIV /0! #DIV /01 8.5 3.25 4.5 8 6 134 p1,B ' I Mo= 3699.00 5121.69 9105.23 6828.92 Wall(DL) 552.5 765 1360 1020 Floor,Roof(DL 900 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. N REQUIRED STHD 14 RJ NA NA THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 � Z 0O u 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) 0 Floor,Roof(DL u. 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 343 Ht. 8.5 2 MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW a a a WALL SEGMENTS b c b b c d c d SHEAR V WALL TYPE 14.5 6 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /01 #DIV /0l 343 pi r4 See beam calculations for added overturning Toad TRIB.LENGT a b c d d MIN PLATE NAILING 5 INC O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359x_1997 -7 Lateral analysis wor$5k.:1320 4/10/00 PAGE 7 15.5 15.5 19.5 0 0 152 Rio I Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /01 #DIV /0! NA _ NA #DIV /01 #DIV /0! 0 0 0 0 0 #DIV /01 SOpN 1 I Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /01 MIN PLATE NAILING #DIV /01 INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /01 #DIV /0! #DIV /01 #DIV /01 #DIV /01 #DIV /01 25.5 6 13.5 7.5 2.5 296 .' pig � I Mo= 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 33 INC O.C. Wall(DL) 1020 2295 1275 425 0 Floor,Roof(DL 840 2025 900 300 0.00 Mr= 3720.00 19440.00 5437.50 604.17 MIN PLATE NAILING T =C 1897.44 1077.44 1792.44 2275.78 6 INC O.C. N REQUIRED STHD 14 RJ _ STHD 14 RJ STHD 14 RJ THD 14 RJ 5. 32.5 0 0 0 53 e1 Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 14561.67 0.00 0.00 0.00 MIN PLATE NAILING 33 INC O.C. 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /01 #DIV /01 #DIV /0! NA _ #DIV /01 _ #DIV /01 #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 H x 1:7 2 /3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 0 w o: 2/3DL v REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 th Z J 2/3DL v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT a WALL SEGMENTS b c a a a b c d d SHEAR V WALL TYPE b b c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon Plan #2359a_1997 -7 Lateral analysis workafilet4320 d d 4/10/00 PAGE 8 Tryon Construction Don Tryon 14420 SE 84th St Newcastle, WA 98059 Dear Don; v J 11I' Co111plere Ii 01110 pia H 11 11 resource RE: Tryon Plan #2359, Bergstrom Plat, Lots 3 and 5 December 15, 2000' I understand from our conversation today that the Plan #2359, is being modified in the Kitchen/Laundry Room area. This will necessitate the common shear wall between the Kitchen/Laundry and Dining Room be shortened to a total length of eight (8) feet in lieu of the fourteen (14) feet specified on the drawings. In review of the Lateral Restraint requirements for this modification we have determined that the same nailing pattern and hold -downs called out on the plans will work with no variation. Please find enclosed, revised calculations showing the revised loadings substantiating our conclusions. Please provide this letter as substantiation to the jurisdiction that we have reviewed the condition. If you have any questions, or comments, please fell free to call me. 14311 SE iGtfi Street . Bellevue, WA 9Soo7 1.Soo.S8S.4517 . (425)(541.532o . fax: (425)641.5318 ltww.kayyler(omcp1a us.cotlt RECEIVED CITY OF TUKWILA DEC 1 9 2000 Kappler Architects VERSION 07.7 INCLUDES 3 STORY Lateral Analysis for: LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS Job No. 99044 -21 Date 613/1999 SPM TRYON CONSTRUCTION PLAN #2359 A Bergstrom Plat Lot 3 & 5 SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION • 'SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 991 22 _Tryon_Plan #2359a 1997 -7 Lateral analysis work488E841s5320 Long Wall NOM 80 3; M3.0. rain MOM MOM MIA *7 ;0616;" "x;10 MA } ::,��,925.ft* S1 ATE ' F ASH1NGT011 "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 'WET STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default I R j 40.'kALi ki Lower 4' not included Lower 4' not included rECCNED c l rV OF TUKWILA DEC 1 9 2000 PERMIT CENTER 12/15/2000 PAGE 1 z erg W CO Li- J F — W 0 . u - Q; N 0; W'. O; 0 co` :0 1- W W. Oi AL ~O 0 — O ▪ ▪ ~ Z 4 2 2 0 0 1321WifiLRP. fill Mo= Wall(DL) Floor,Roof(DL, Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /01 STHD 14 STHD 14 #DIV /01 #DIV /0I RIGHT TO LEFT MAIN FLOOR TRIB.LENGTH Load 132 Ht. 8.5 0O re u MAIN FLOOR Load Ht. 2/3DL REACTION HOLDDOW TRIB.LENGTH 343 8.5 Mo= WaII(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED Modified a a WALL SEGMENTS b c b c See beam calculations for added overturning load KAPPLER ARCHITECTS BELLEVUE, WA 99122 -_Tryon Plan #2359a_1997 -7 Lateral analysis work41368341s5320 d d SHEAR V WALL TYPE 14.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0.00 0 0.00 #DIV /0I #DIV /01 34311 R1=4'Ott1 MIN PLATE NAILING 5 INC O.C. MAIN FLOOR TRIB.LENGTH a b c d 0 2 Load HL 16 343 8.5 Mo= Wall(DL) Floor,Roof(DL; 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED TRIB.LENGTH MAIN FLOOR Load 3431 15 20709.94 1360 1680 8106.67 1575.41 STHD 14 RJ a 3.25 10 25887.42 1700 0 5666.67 2022.08 STHD 14 RJ b 4.5 Ht. 9038.28 1606,8.05 12051.04 765 1360 1020 1080 2720 200 2767.50 10880.00 2440.00 MIN PLATE NAILING 1393.51 648.51 1601.84 7 INC O.C. 8.5 Mo= 6527.65 WaII(DL) 552.5 Floor,Roof(DL; 900 2/3DL Mr= 1573.54 REACTION T =C 1524.34 HOLDDOWN REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ 0.00 0 0.00 #DIV /01 #DIV /0I c 8 0.00 0 0 0.00 #DIV /0I #DIV /01 d 3051MP1=4iM MIN PLATE NAILING 6 INC O.C. 23614,° P.i 4?. RECEIVED CITY OF TUKWILA DEC 1 9 2000 PERMIT CENTER 12/15/2000 PAGE 7 re 6 � 00 ` coo W '. W O Q 2 Q u. Q = w' ci uj 0 H W t 0 1-- z • King County Departaknt of Assessments Xing Cauity pisinir stioa Bid& ' !00 huge Awe Paam ?09 Itrais, WA 911042316 (206) 2964141 FAX (206) 496-0106 0 0070 0080 0090 0100 0110 0120 0130 0110 0150 0160 0170 0180 0190 0200 0210 Plat • The Junction Recording No 199907260019e0 Account No's - 377930 0010 0020 0030 001,0 Elaine Hawkins Abstract Technician August 6, 1999 (206) 296 !1140 (Phone) ( 206) 296 0106 1 i •• - Scott Noble Assessor RECEIVED CITY OF TUKWILA JUL - 6 2000 PERMIT CENTER ACTIVITY NUMBER: D2000 -219 PROJECT NAME: THE (UNCTION LOT 5 SITE ADDRESS: 5623 S 150 ST XX Original Plan Submittal Response to Correction Letter # Revision # DATE: 7 -6 -2000 Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: Buffig Division IP P,ublic W /'i X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required Approved with Conditions 611 Fire Prevention Af 1 *(2 00 Structural I ,i EMEMif to xeowtm tta*nm+tznww v n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Plannu AP 1 -61-c' Permit Coordinator DUE DATE: 7-11-2000 Not Applicable No further Review Required DATE: DUE DATE: 8-8 -00 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: 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 $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name ftCQjJ CoNcG'P7 4 4a- (Last, First, Middle Initial) Property Tax I.D. Number ee Property Legal Address Subdivision Name ∎- IU14e- 4 101– ) Subdiv. # Lot # kit) .• Block # Building Name (il applicable) Property Street Address 5a 25 5 (So City, State, Zip V k Wl k Ua. • Owner's Mailing Address PO (36" (4a (If different from above) g'4* L\ tA L t ) et � a 6 S7 Owner's Phone Number (4Z 2.2 q 7Sc Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) tom City or Sewer District – IZ - 401 �Cf Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes ❑ No Demolition Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Single- family O Duplex (0.8 RCE per unit) ✓ 3 -Plex (0.8 RCE per unit) O 4 -Plex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units O Mobile home space (1.0 RCE per space) No. of Spaces For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative 1057 (Rev 2001 Re- 'Iential Sewer Use Certific '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 live years of disconnect.) x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 DZOOO2I? Date RECEIVED CRY OF TUKWILA JUL - 6 2000 PERMIT CENTER Print Name of Owner /Representative A . White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ? ..omi rmii?attare:yram 2 ns -0 +gcm n, ,...,. � rne>srmn�� •�.:.r^"�^:'��*'r vnm n r.�,wwxaHr' Mtn• +r+°anS�EsznaMR:!S* ;ert#�? i�+tX? Feb -24 -00 09:O9A Lakeri' Development C tY DEPARTMENT OF LABOR AND INDUSTRIES 1•r, ?:� IN (NMI 1)0)7) REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.•# EXP. DATE CCO1 TRYONCLOI3DH'02 /01/2001 EFFECTIVE DATE' 03/08/1999 TRYOZ CONCEPTS LLC PO BOX 146 RENTON WA 98057 1 )rin.•It Alid 111 >pl:1y ('oili11ilar •- 425 7 7232 P.01 AAA .Yer:wal ;x'a�'.ez ut,no�d �::S•%, +. i� ..zi s +av4k:r.� U.�,, @�i >. Rear Elevation 111111111 Bed: #3 irrx10 Nook Livin, 13 2 DECK'/ PATIO 126 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE OF JUALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN .- TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS- SEPARATE - ,P IUD` CHANICAL 10 -CTRICAL MBING AS . PIPING CITY OF TUKWILA BUILDING Dr /ISION SQUARE FOOTAGE DRAWING INDEX MAIN FLO:)R 1204 SF UPPER FLOOR 1155 SF Al. CODE NOTES A2 FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER%FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS ': & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE undEstand that the Plan Check approvals are su*ct to errors end omissions: and approval of adopted codetor autnonze ordnance . Receipt off any t actor' tractor s copy of a pproved plans acknowledged !rte— = ---- -- By O v Date t permit No. OIT YOF TUIIWI(p iUC,. - -2000 PERMIT CENTER, i t . d _, . N. s � •:: s ; tippler Architectsk P.S. 13400 Northup Wey Suite 33, . Beilevue,,Washi .on- ..98 ` (425) F415320 : � .. (4 ) 641 :. - 5318- STANDARD-CODE: NOTES Date By Description � �. kES SILNEt1 ! � . o T H I S S HEgt :HAS $SBN.PREPARED:POA SI dOLB FAMILY : HOUSI T!PB V ` NONRATED CO 1997 UB , -. .. Th15 ARP•WING IS Q "'COPYP'GFf'FED AND . IS THE E)CGLuSNE PRCI?ERT`l,AF. THE ARCyfTS QT ® � '�b ee�aa , INASMAIGION 1111 INEEEMER r ' ' II JOB MO.: a�W4Ri'' appler Architects P.S. 13400 , Northup Way, Suite 33 Bellevue, Washington 98005! (425) 641-5320 , * Fax (425) 6415318 T on ponce is Date By WM Deaoliption ,jT S' 6/2/99 ��ISrtRko nRFnne� -. oiSw �s i srax PLAN # 2359 ': THIS DRAWING IS' COPYRIGHTED AND IS THE EXCLUSIVE PR O PER TY OF THE ARCWTECT COO 111 11 libiltranom -un IIIIIMIffili. ii r ._ 4ailltar ii VIIIIIII 20'-0' 13' -5 3/4' 41' -0' 5' -5 U2' 4T -0' 13 I/1'- 5'-6 I/2' 11 -2 1/4' N gg i, Mr. g 2%1 6 I D7 m Z g it €t 1 A € ti LI g¢ lib 9t P # , Mri: i l i l q ! o � il � il $� < 1 I° z § I< @ < < i < < � I . - '.g°;1- ..P`m _�� �p--�� !i� 4 � to ���� � Ti i/i21°,,,,rx E`-U` o'� W icp W� W��w 3 O . - :! 1 R` r ii. W - g � r url a � m. !`i' O a. �`:Dm �i � . D- 0 � �� � m� �� � 4` � r � D^ D �� D 0 r 3z D : �� � .�� v R . t H r G - ' a 0o4 c a P ln o yD A -„...- , R ;g i s i s e 3 1 1 VERIFY Q/ 8RE' 1 trl tTi O Pl,) 1P -19) 2' -4114' 0- 0314' Cover Porch 00141 4 , -1 2 ' SYMBOLS AND LEGEND - [f]. FAN- -DIRECT VENT-TO OUTSIDE- . BA:FRO /LAUNNRY 50:CERT 31M," - KITCHEN 1 800 MIN. -WHOLE HOUSE FAN 600 CFM MIFL v1O5 ® WHOLE HOUSE EXHAUST FAN CONNECTED A'24 HOUR TIMER - 100 C - 1 MIN, VTO .. © 164ER9osTA7 50' ABOVE FLOOR 0 110v W1CKE DETECTOR F£R U8C 1.1.11114 BATTERY BACKUP 841ERCONNECTED 24 HOUR TIMER TO WHOLE 140118E FAN NEC44Al4ICAL, PLUMBING, AND EL1CTwcAL 806TE1'1FOR UNITS, -PER Div. 45,18 SEE SHEET Al A PROVDE 66 DIA18, 81 FRESH AIR IN7AKE FROM OUTSIDE TO RE131R4 AIR PLENLM AT RIRNAC8" WI MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANG AT WATER HEATER G, STRAP WATER HEATER TOFRAMING . .... TOP AND BOTTOM. D. PROVIDE FRESSURE RELIEF LINE _ PLUMBED TO OUTSIDE m 8' -I 3/4' T ° -2 3/4' I FLOOR PLAN KEY NOTES I OCCIA''ANCY SEPARATION: APPLY (1) LAYER 518' TYPE 'X' GWO. TO ALL WALLS AND CEILINGS OF GARAGE SIDE FROM FOUNDATION 70 SHEATHING. ILR4P POST AND BEMIS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. - SE D1 f, 2• 38HEEi7 13/6° MIM SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTRY.a SEE DIV. 010025 SHEET A -I STAIR ASSEMBLY NOTES, PER UBC SECTION 100 SHEET A -K A HEADROOM MIN. 8' -8', WIDTH 1181. 3' -0'. B. TREADS 10' MN. DEPTH; RISERS 8' MAX: MT. C. HANDRAIL MIN. 34' TO MAX 38' ABOVE TREAD NOSING.' HANDRAIL 11/2' MN. TO 2' MAX. CROSS SECTION DIMENSION AND 11/2' MIN. CLEAR FROM WALL. RETURN RAIL ENDS_ D. INSTALL FIRE BLOCKS. AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(8) E- COVER USABLE SPACE WIDER STAIR UV 5/8' TYPE 'X' GWB. F. INTE811EDIATE.BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01006 SHEET A -1 SAA WINDOWS FETY GLAZING PER ' UOF BCR, SECTION 2406 l ' " IURHM 18OOK B. WINDOWS WITHIN A 24' ARC OF DOORS G: WINDOWS AT TUBS AND SHOWERS p, rq A71NG M DOORS E. WITHIN STAIRIELL8. F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1. P - 5 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 09600 SWEET A -1 P - IGNITERS FOR GAS FIf0D APPLIANCES M - l GARAGE TO BE 18' MIN.. ABOVE - TOP OF SLAB. SEE 15- SHEET. A -I COVER WALLS. ADJACENT TO TUBS AND 8HOLLER8 WITH NON-ABSORBENT MATERIA - TO 10' ABOVE -DRAM INLETS; - SEE DIV. 09250 - SHEET A -1 c_w i (2) LAYERS OF FLOOR ...411-1M OVER.. 1 SEE COVER SHEET' FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUALITY 1NFOR1'•IATI00 SEE Div. tT SHEET A -1 - 3. SEE SUILDMG ELEVATION FOR WINDOW OPERATION SEE Div. 8.SHEET A -I '4.. SEE TYP4CAL MATERIALS LIST ON SECTION SHEET _ - 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS-CONCERNING MECHANICAL, PLUMING, AND ELECTRICAL. - 8 MAX RISER WITH 10'. MIN. R. N IF MORE THAN (3) RI5ER5,'HAN1RAIL REQUIRED PER -IIBG, SECTION 1006 5HEE7A-1- I8324' CRAWL SPACE ACCESS. INSULATE AND HEATHER STRIP. 8EE.DIV. 010022 SHEET A -I 22 x30' ATTIC SPACE ACCESS W/ 30' MEAD CLEARANCE INSULATE AND_UEATHER SEE DIV,.010022S A -1. FLOOR MATERIAL BREAK LINE WALL LINE ABOVE - WALL LINE BELOW FIREPLACE A8819M13LY NOTES:. A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATICN3, SHALL. - CONFORM TO UBCREQUIREMENTS, SEE Div. . 010028 SWEET A -1 - B. ZERO CLEARANCE FIREPLACES SHALL -._. CONFQR' /1 /0 1113C, REQUIREMENTS. • SEE Div. 01002.5 814EET A -I G. HEARTH.. SHALL 00'640RM TO UBC REQUIREM,EN7, SEE DDIV. 010020 AND 9 SHEET A -I D. 5/8' TYPE 'X' GUB ON HOUSE SIDE -OF. 61448E CLOSURE TO ROOF SHEATHING. • SEE SITE PLAN FOR Ex.1N1 CF WALKS - - AND DRIVEWAYS - 3' DIAMETER STEEP POST 36' GUARDRAIL PER -UBC 5092 A AT STAIRS SLOPES AT 36' -- - - ABOVE STAIR NOSINGB. B VENT FOR MECHANICAL. 1' CLEARANCE ALL "SIDES PER UBC SEE Div. K SHEET A -I PLANT SHELF • UPPER AND LOWER LINEN CABINETS SOFFIT AREA - • • INTEGRATED MAKE Up 2116 STUDS W/ R- 19 INSULATION MIN: MAIN FLOOR' . '' 12004 SF UPPER FLOOR 1155 SF TOTAL 2359 SF SF GARAGE :536 SF DECK 1 PATIO 126 sit 888400 EFQOTAcE )5 NE4 TO ' OUTSIDE 8465 OF 5644.1.8 8TA ARE . • 2. 44TEO ONCE 841241.014.4137143 OPEN tl BELOU1834681Mgt,: t3ARAGEB ARE h '1FICLUDEt3 IN :4T1ONLx .q8 NO.. � r r,.. r , a �� :• � ,. � _ A K jer Arch► #eif�, P. p� 13 ' Northup �+Ny Suite 33,, Was Bellevue, hiflgton 98005 Fa .� 'k Fax (425) 541-5318. (425)':64 - 'Try ®�nc� is m� /90 _= n ,,, 'E ti €L1 1� IiIC 4 . . ® PERMIT SET r+ �� ° : �1 P, �^ w snla� oe PLAN PLAN # 2359. > NE - 7Y' F THE ARC CT ;THIS D,R4WI ©COP YF gtdHTF , O: A N D 1 T EXCLUS. � Q � ®: ME a - _ BM 2 II/16 X II" 1/0' FSL' RIM . 1 I r'ir 'Tr ?1 L` JS _IL .1 I1 -1 �� mat ro tJl - . . , o • - H2'w - . .l60i� ��'�+•a IN =Ns 11111111111M111111111 OM M '�yy .... P ...._, Li Miff x 1. - RI I1.1ro'tJ/ '60 ro2b2 II/16 X II 71'/04'0.6L T a 0 7' A m.% � � ~m 11 4 "1 a at �9 PI �{ i5 5 1 � N p I i ; 1g 3 $ i Z2 � Q y � Cy $ h p DgSyp cn y E i - c 8 i§ iP+ P o � p m r A AA Q 9 f g rRi O1 ti T.g• DF i @ LINEN (6) EHLV*. Kappler Ar�hit�cts, P.S. 13400 Northup' Way,.: Suite 33 Bellevue, Washington. 98005 (425) 6415320. *;Fax (425) 6415318,; KAPPLEE F- wastri aSiD 1454 - I GENERAL FRAMING. NOTES I FRAMING PLAN KEYNOTES I BACK FRAMING AND SOFFIT AREA A5 R G_ REQUIRED TO ALLOW FO HVAC DUCTIN SEE DIVJ5 SHEET. A-1 RAKED PONY WALL ON TOP OF LOWER 5005 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL 4544 ALIGN INSIDE FACE OF 5 WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP CF BEAM EXTENDS UP ABOVE J015T5 • • t F - 10IS11 T WlTHNO OF BEAM TOP 15' FLUSH W1114 H BOTT05 OF - JO PLATE CUT AD FRAMING MEMBERS INTO. BEAM FOR ADEQUATE SUPPORT. ( jj ATTIC SPACE VENT 1 F-. / 5EE CALCULATION SEE Div 01002 SHEET A -1 FLOOR JOIST BEE SCHEDULE PUG. l F-.° .1 SEE 010.. 06100 SHEET A -I SEE ELEVAT10 15 AND SECTIONS FOR F - . 1 PLATE 1•:EIGFIT F Im 1 Pf455URE 4LOCKING SEE DIV. 06100 51-EE F -11 , FL OF .10 1 75 8071-051 OF BEAM EVEN W/ BOTTOM 5-12 TOP OF B EAM FLUSH W/ TOP OF JOIST AND BEAM ( l )EXTENDS DCWN BELOW JOISTS 5-13 ALL TOP OW OF BEA H 5a VAC BELOW TOP OF JOIST TO • FOR OVER BEAM 4ND 44421 44 009.51 BELOW JOISTS • C_1A 1 2X6 OVERFRAMMO • 24 OC - - I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. - 2. SEE TYPICAL MATERIALS. LIST ON SECTION SHEET C MI 3. SEE 0ve2seET. FOR ALL NOTES D REOUlREMENTS CONCERNING ME0HANIOAL, PLU 14244. AND ELECTRICAL. 4. TRU55 DESIGN. BY 19:4T64 /RUBS PLAN SHOWN I5: FOR GENERAL LAYOUT CRJLY SEE DN. SHEET 4 -1 - TRUSS - 1.040 s .. SEE DIV. 0100014 SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMNG PLAN 5. ROOF FRAMING SPACING, 24 05. UNO. 5. ROOF PITCH- EXTERIOR PER ELEVAT <C 4 INTERIOR PER. SECTIQI: Y_ 1. RAFTER TAIL 2.4. VERIF 5. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF 2 UN.O. 5500IDE (1) TRIMMER ST110 UP TO 4' -0` SPAN AND (2) TRI HER 511108 OVER 4•-0• t114.0. 5EE 011. SHEET A -1 2X6 CEILMG.. JOISTS -• 24' - OC ROOF VENT CALCULATION 866650432- 1/1-HOI.1 VENT TOTAL ROOF AREA SF/300 . - <5 OF VENT AREA 12E0 9) % AT EAVE 325 SF REQUIRED 60 5 s (MM) ABOVE 6415 • 325 SF REQUIRED 6 5005 .1404(5 AT 50 94/ IN EACN.900 44/ 94. _ SP 92 LF. OF 6456 VENt9 AT 5Z 54/. 9^45 - 1. 4794 54/ 54.454 SF 4— GABLE END VENTS AT V__ x0— • 0 54/ 15.0 ' 5F 0__.. GABLE END `/ENT5 41- 1L— x Q _ 4_ SQ. IN.•0 SF 4 .fnvd_5. 6110. NTS..At DIA • 92 54/. 51,114 SF TOTAL 0.61475 FROVIDED ROOF JACK. • 20_ 5F EAVE VENTS _ 392 SF - GABLE END VENTS 9F - TOTAL 5F OF '/ENTS PROVIDED e 654 SF AREA 51.47 5E 1/300 IF A VAI?OR RETARDER IS INSTALLED ON THE WARM SIDE OF THE 41TIC 11451L471ON.4140 150532 - • EFFECTIVE VENT AREA BASED ON A 305 REDUCTION DUE TO I /4',MESH SYMBOLS & LEGEND POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRAN556520 DCLLN S t POINT LOAD TRANSFORM DOWN W/ LOADING r _ 642446R 2 HOLD DOWN WITH SIZE DES1051ATION 2" vERTICAL 5TRARLLA14 912E DESIGNATION TO BE USED 'O 4 FLOOR. BELOW HORIZONTAL STRAP WITH SIZE DESIGNATION O INDICATES 40411 CALOILATION WIT44' INDE)4D NUMBER = —. EXTENT OF 944445 WALL. - TYPE OF SHEAR 514LL 445.5. -A4GVE` ;.LUALL - 4ELow tam. 1941448 01895/01156 NOTED, ErobeztiksAho .., CALCULAT'9ON5 ^ARE NOTSSoQIDED 9J TFE9E.. DRAWA4G9. J08 NO.: . ..:99044 -21 51- 9DND on 24` DUI 5p9.E BO V8fl SIDE ELEVATION 5 TOP PLATE WK NPR HGT UPPER FLOOR TOP' PI ATF WIN F®R NGT NAN FLOOR REAR ELEVATION* 24• DIA Aim F @D N31T Ip ELE ATIO TYPICAL. BUILDING MATERIALS ROOF CONSTRUCTION ROO FIN( P BUIL DI IN 1D IV.7) - SHEATHING: (D1 sBINLBS, it 010005) 300 O O °PAPER 7A6 OSB:OR EQUAL PER PLAN. .: R-30 BLOWN-IN 1F2 RE$AWN PLYWOOD 5!E' OWB INSU L N G ((DpIV 6) INSULAT ()I 7) SOFFIT WB SIN. 45 A EXTERIOR WALL CONSTRUCTION BU WRAP: (DIV 7) WOOD B�AI PAPER SHEATHING 6) 7A6' OSB OR EQUAL FRAMING. ((DI �6y) 2 R 4 STUDS AT 16' OC INIJH ..,.TOOK (DW. 7) R - U BA7T. WI INTPARAL - VAPOR BARRIER OW& (DIV. 9) I12. OWB - -. FLOOR CONSTRUCTION UBPL OR IN SULATIO (D - . SOFFIT ; (7;1V- 7) U2' RB•SAWN PLYWOOD TRI><umIv HEAR 2x4 I WINDOW: BRICK MOLD) JAM& 2z4 SILL• 24:4 CORNER BOARDS: INSIDE 2x2 OUTSIDE: 2x4,2x3 FASCIA: 2x8 UNO FLNISR - PER' PLANS (DL{! 01005) EQ 3!4,70 (PLYWD. COMPLY, OR ,) PER'tAF13 Zo 1 _Ian, 44 1 [I Illiiltlllilnllnlf111niiilllnlllllniile nl111 illflllllrillnlillfflltlliillgliiiiii l IliliirllliIIIlnnil111111 u1ilr1lln11111Ir11I111111 llilii111It1111iuI1 11 1I 1 Iil II 101111111111101111111111101111111111111111111111111161111011111M11111111111 i11i111ni11111111 1111111111111111111 11101 1■I111111111111 IMB liilin MINAS! 1111r11mii11n1011= 1011 111111111111211111ii11i11 M1111i11111M1 111nr1011111111/ 1111111101111I1111111111ri1in1IMIIMNIi '' ' 1 1111111Bniniiims r1 11nr10nr111 1111111111111111111111111111011110n / AIIIL "'�1111r111 n/ 11111iiillumciitllli11111iinsrsinnil0ilr uumo ` .n `ibi..4mlillli11i1111 1111111111 ni111111f11111iIBIO NQ111111111r11111r1111's11 a1 _ / 11111h.. �'�iI M= 1111111111n11111i numi11n111111r111i11enatur 411110111111111111111111111.. '" PI1 NIII Ilr�l �MIR1.1 � IN EN I ri ir ER ii .+�f 11■ = 11R = • ■■ 1■ u■ X111 = IIU I al T ■ ■■ 1 ■■ 1,., , II. MI AVOIM .r`�Idi'iN ■ z M MEE m om . Q TOP UN MDR 1-*T UPPER FLOOR TOP OF BEAM • PORCH • Y.114DR MGT MAIN FLOOR 5-12 RATE ATE UN_ MDR F .T. W DIA. GABLE END 101 RATE ATE 451_ TDR MGT 2x6 TRPI 2X4 TRn 1 FLOOR 2X10 BELLY BAND TTP- Bedroom #3 ® m ® ® s>r �,1♦ mesemin 5 % L - �� /= �11� . •. �wl� ■w■w/�■w■wlwn.�wl�..awl�as■1■4 Namml ���11/11m1N1111n1111nrmil�lr N NlI11101116: .410111111111,.. - " 11 111111111111111111011111W t �ii11r�itl�1 Q/1Nt1�1111E1ri�lil�lli/Ii111�� �, �i�lli��'�* FRONT ELEVATION ' a ■ ■ 6 :1 ■ SOON ai i/111 111 Bedroom #2 Cara I TRJSBES. PER PLAN spa Walk In Closet A =A Seal. V4'.1'- 5 Master Bath PATIO S DIA CAME END VENT 270 MIN TX4 IRIS 2x6 TRM . TRIM 2X. TRM D4 T14t1 1x6 TRIM 2X4 TRM 24 TRIM TOP PLATE • HER NGT. UPPER FLOOR TOP RATE TUN. NOR NGT. MAIN FLOOR "0 DI �O T1JKWIIA JUL - 6 2600 PERM)TCENTER 81 111 1 1 0. 93 JOB NO.:. 9904421 SHEET 0 0 FOUNDATIOP D Al 3/4=1-0 B4 s !weave SLA6 MUST BE N PLACE-PRIORTO 13ACI4'LLNG. NO NBLATIONBE 4 4 BAeeP4M SLAB AD 8181 SALL 2x N 2X4 TOP RATE _ - GARAGE DOORtD1's Mtn i PLB IFCR , TP, NAIL SEAS.* TO MDR.* 8d FAILS • roc 9F& P4J.L Loa U74O. S4R P44LL SCHED. P 2x4 511D5414L 314F-411.4.13/ ed %ALS•3' TO E.:14 311.0 UNO. CN *R WLL SOEG NAi P1dNl.II.$ • 3'OG.• Au FLTS.4D403. 4 $TDe UNO. 04 SLR MAU SOLEED- 2 2x4 AT Mr SWEATNB4G JONT 'VI6' OSB. SI-EATHBNG (Mk) 31nV14 STRAP 1E ANL44CR PNAL TO BOARD FORT HERD IP AFIE E BJ (E ° E 361 USE 6.0 Q LS.. EAd 2 -2x4 RATES, NAIL S440(a TO EA PLATE 543, AB IW 19E4T BEED684t IMO 04 644 UI4L1 eaED- CONTINIWB FOOTING - _ APA LATERAL RESTRAINT PANEL QCRIPPLE WALL ® FOUNDATION 3/8'84-0 t>oo- oetoo-ir 1 � 414=1-0 V2'6dD' AB. 4V 2909348' S1,7. STEEL PLATE ILL4S4ER8 • .6-0' 0G (DN. 3 84EET A-U EXCEPT AS NOTED O4 84E.4RUMLL BOEDLE T MN EMBED. . (21.4 DAR • TOP V VHR. BAR • U PC (DM 3 SHEET A-U '4 VERT- -BAR 6' oc (DM 3 MEET .4-1) •44100484R •IC oc OV9E..AP (PRA) (DM. 3 SNEER A-I/ 4 BAR • D• oc L•2' -6' (DN. 3 SHEET M) T0(f .PE . 4' P8RE. FT'S. DRAIN 44FB-TER N 24' GRAVEL 1EED. (DIV. 2 SLEET A-U ( 4)4 BAR COPT. (DN. 3 SHEET A -I) SOLD SUBSTRATE 4' COOSLAB OVER 6 . ROCK OVER VAPOR 8441104 0'118• AEI AV 2)0'x3)16' Sd STEEL PLATE W44EF8. -0' OC. (ON. 3 SHIT 4-U 02EPt AS NOTED ON 8LE4RIW1 304E LLE T MN EMBED. 4 2 -BARS • 24• oc 3 BEND Olft MO 8140 I L 4 VERr. BAR• 10' cc , (1:1 SLEET A-I) .4 110RZBAR • is' oc (DN. 3 SLEET 4-)) .5 VERY. J -BAR • 8' oc (DLv.3 SHEET 4-1) 4 410RZ BM •10' i'-6' OVERLAP (MN) (DIV. 3 SHIT A -)) 4 BAR • IV oc (DIV. 3 54EET A-U TKa4N-BE 4' PERF. WS. DRAW W.FIL7ER N 24' G gD RAVEL - (DIV 2 P4EEET A-1) (4) 4 BAR CONT. (DM 3 )4EET 4 -1/ SOLID SIE6TRATE 4' c. c. BLAB OVER 4' ROCK OVER VAPOR PA RIOR 66100.O30CC.46_Td 4- CRIPPLE WALL to FOUNDATION f FOUNDATION DETAIL W4 =!-Or _ +\ 3 F / OU RATIO D AIL 03800-00000-23 �5 CANTILEVER FRM'G AT FOUNDATION ....m C)FURRING DETAIL TIP. FLOOR FRAI110 FEt PLAN (DIV.6'!GEM'A -U SEE PGVDATPON DETSJUP) TT R R-GORFRAMS. PER PLAN (DN 6 8NE ET A-U TYP. EXTERIOR YELL CQBTWCTICH - PER RAN(DLV- 6 SHEET A -U RB7 BOARD CRpR-E BIALJ- (DIV. E. 84ET A-)) Sff F1I43811OH DETAIL(8) RP Demme 16R1.CO'SSsCsoN 6 CM. 01.924 OVER VAPOR $4e2 R -10 MEV I✓EILA4104 244810EATS) PLATE GREET 3J4' SEE FONDA! DETALS FOUNDATION DETAIL '3/4• -1 . 6•EUL II6PAPE4- Win _111= llldli= 1 1: r 11111 =ll +'' TYPICAL Exi63LRBEL 0243BEICFFO7 PER FLAN CDIV 6 PEET -A-11 r AR 6PACE N0C1 ®END 14'361'3)! tEER 1E TO FRAEIB0 E V 2 SRFL (DIV4emit AU TIAtoRT V@ ®e CONE FLAMM MEP Hd-E • 4-0 TF.EATFD IAD 8LL (V4+) 4 seEF A-V SEE FOIDA1101 COALS RPREIG BALL r AIR erACE vAPOR BARRER SEE FOFDATTON ITCTAU 088004000043 • 6 TEL VBFFT &WE COTROLRS NOTE THIS OIRERCAN NOT BEM AT SEAR 044.16. 0420046001 TTP RnoRE3'A -1 PER PL (DN- 6 PEEET AA; AN rrp Eamon T 1 PER LOCATE *EMIR. JOIE • COMM 880.0. CRJOIST • Mb_ 06193 TTP 1 4 . T.ET Ca A U 4• CCWG SLAB OVER 6 E7E AL BED (DM 3 PEET A-U . 11 1 1E41ED TBD 641 (DIV 6 Beer A -)) Sf4d• GBIB.TrF 10)1-9..0+EET A-U. . 39130016.0EARta BULL IDM.6 seer A-1) P42•z IC AM • 4•41' 00.)04+' SNIT A -U SLAB ON GRADE PER PLAN (DN. 3 SHEET A-1) "vAFaR 8ARPo92 COWL EFTWAD 47G. PER FLAN (DV. 3 SHE) A -IT • 45' - a) 4 BAR GOVT. (DN. 3 84EET A -)) FOUNDATION /FRAMING CONNECTION • 033004610043 EM. DOOR AFDFRAM (Div.e SHEET 4-1) DOOR T/YEBNOLD FLA9i440 A8 woo. (DM '18PEET A4) remessa. MM HG 4• COIG 8LA8 OVER s• GRAVEL BED (DN. 4 =64EEET A -U 202 11EATED 1FESNOLD TWI R61 ..101.3T TREATED MD SILL (DN- 6 SHEET A-U '4 VBet. RE -BAR fROT STEM WALL STEWED IN(0. TTP. FLOOR 04441BIG PER FLAN. (DIV. 6 PEE; A-U HANGER PER 1'FG TTP. FLOOR FRAMBG PER PLAN (DN. 6 SHEET 4 EM. DOOR AD FRAME (Div a BEET - DOOR TNBNEOLD RASNB0+ 44 REOD. (DN.1 SHEET A -)) FERVEBTRAL R4S O. 4• COI). SLAB a+ER 4' GRAVEL 0ED (DN. 4 SHEET 4 -1.? TREATED Mb SILL (D1V.6 SHET A - T AIRSPACE TYP. • VERY re-044 FR71'I stet WALL STUBBED NW SLAB POST AND BEAM PER PLAN EXT. DOOR THRESHOLD DETAIL 3/44 03100-0330048_1:11 TTP. FL00R moms FER PLAN (DIV. 6 44EET -A-U TYR EX-IERJOR WALL comm.-mu Foie PLAN 100 6 NEE) AA/ TREATED no SLL Iwn -mul_ - 111111 =ll 3/4 4-0 PER PLAN FOUNDATION DETAIL V2'3410' 413.4)) 290)0116' Sa SFEEI. PLATE u)44+ER8 • 4;-0' OL. (DN.'3 61EEt A-)) O CEPT AS NOTED ON 6LEAFTEA 1 O•E0LLE '4 NORM EAR ,1 • 000 T 1- 6 06Ef•LAP (DN- 3 A 4 AMT. BAR SAFE AS SIM STEEL SPACING. (DM 3 SET TKiRLRE • 13A1 (0)0 T PEET 4-U AI 8718$104. FM.• 6 OG. (DIV. 3 SHEET A -U 4' FIB*. FT. DRAIN WALTER 34 24' GRAVEL BED (DM 26+ 4TA -0 SOLID BU 414414 a)'4 BAR CONT. (DIV. 3 SWEET 4 -1) Iiltll =' 1 11 =Iii 1114•11/1111 EXT. DOOR THRESHOLD DETAIL REL 0444 MATED MD 641.1. 1/2 tW 2)0)316• S2 STEEL PLATE 814841% • 4'-0' OL. (DIV.3 SHEET A-)) EXCEPT AS NOTED 04 SIEPRUALL 6OED4E1•MN 8•BED- (2)4 BAR•TOP '4 VERt. EAR • D cc (DIV. 314EET A-0 4 VO4T_ 7 -BAR • D' oc (DM 3 tSHEET 0-) 4 1E0R1 BM •IV ae I'-6' 3 SLEET (MW) (Div. 3 EET 4) A -U 4 BM • - D• ae l..2' -6• (DIV. 3 SHEET 44) TK•ALFE CANTILEVERED RETAINING WALL 4' PE32F FT04 DRAB( 461.132 44 24' GRAVEL TED. rwv, 2 $ARTY a -u (43.4 EAR CONT. (DIv.3 4+441 A-)) SOLID SUBSTRATE 3/44W 0. Da000 I 11111EP II I II I IW 1)11)1- =111p1 111111 1X111 R4 II11�i = 1 11111 1111 llr _ - h lim -Tnul_ niu =m n 10101 i 111111= 111111= iNili_illhi 1 11illli ED FOUNDATION DETAIL 1 11111 1111 1114 =111 045101044144 BEE DETAILS POST AN9 BEAM PEER PLAN 'TikEATED 311.4 816 PQWATION F)P;ROORFRAMItii PER PLAN,'; (REV.6134EET A-U. DET FRAMING PARALLEL TO STEM WALL FRAMING PER"r'ENPIGULAR TO STEM 1YP. TERIIOR BALL CON0IRBCTT04. PER AN (D R PLM 6 seer A-)) C 1 G se seem ATNNB JOWi RBI BOARD 1461 TYP. FLOOR 60 PER PL4N (DIV, PUT 4 -U • TREATED MD 8166 SEE FOI NDATION DETAIL(S) W EX AL L TTp. 000404 BALL CO48TR01(04 PM PLAN (DIV. 6 SHEET A - U LOCATE 09W M 6 JO COITION EL'L' , 606(0 44.4216 •Rt1 JOBT • EEO. WALL R7NP LOAD , BEARB0 PER PLAN l c Asa y� • op (0 (9 0) 0) ,r 0 x 0 1 1 O > RS CO 0 > 1 o N 1.n 111 od DN°T sTiW ySOUD117 cQ ?Y AVER SUPPORTS 5/4 x 4 1AG.CJJR DCIC'G 2121108OP7,2 LACs$0172 AT N6' oc 2x PONY ULALL 1TP. 111 9.. OOR FRa 11'r, PEI* PLAN 4x BEAM f9/2E -70 REDUCE =t� ER� CF POSTS - ' 2 ST ORY EXCEED ICN' " AR D 4' 71 17 SLEH � 05 22 EXCEE94213 SCAB W/ 2X4 EA 810E 2x (2' GFE.A1ER DEPTH THAN JOEY. FINISH LANDSCAPE GRADE TOP or PIER FLUSH WITH FIN. 5l8 GRADE (3• BELOW FINISH LANDSCAPING, CN SOLD SUBSTRATE II' NN DIEM GRADE (D TYP. DECK CROSS SECTION 13 3/4 =f-er L 0821X•4 110-31 — way sewn*. TRIMS PER PLAN YT'P. ROOF OO•SIRICTION DEL ORGY.(PER RN) FRAME OVER WALL DETAIL 3/4 -0' TIP. EWER FA80A PER ELEVATION TY• ecroarR 3ALL CONSivarro! ® SKYLIGHT FLARE WELL DETAIL 3:4'al oTago-03310 -o11 L . WALL 14DS BEYOND DEL J5' BLOCK AS NEEDED see PLAN SEE FLAN FAR TTP. FIRE 1 FW DIMBEEN5 .. 9K' r"LT DCD I41 1 V8' 84 2OA64 113AD arm 17478 2102 3 ' 2x SIRtEERS TTY. UON. CBN18851F3288 • ERN 2:- 2x4 STR:546 SACK M3 - -. NAL EEL STRINGERS* 02 Ed. TO EEL 83178 518 . 1314'X' G11B. AS REQJRED .. Sff F01E8 mat TYP.& ROCP C.A641R1LTIOTN 1 • 4ZOVE Ndl OR ttPICAL 302202 . 2' NN cut FOR mum.* 141:48' OO.AT OUTSIDE FACE CF U1ALL . aOCKH%3)2' !SEE EJ.EVATICH • DROBED1RISS TAL TTP, C/JTIER FASCIA PER ELEVATION 12800505 114180278194 JOB P10.':147, UBC .., EAVE DETAIL 3/44-0' O Da000- ;u TYPICAL ROOF (03882105 1' ITN CLR FOR A£NT522 IN • AVOG.AT GNSIDE FACE' a (UAL!- 2X ELOCKIN 111TH l3) 2' HOLES WUH SCNEEN OOTTa1 PLATE MALES FER SEA WALL ECLEDULE ;PAILS EWE _ A RNO NAILING PLPOR JOISTS MR FLAN NAL R.00R SEA1H64 RESAREA INN i0 oc. ECWES IOA••IS' RRO NOCK:ALL EDGES aortal PLATE HAULM CRPFLE WALL (DIV 6) SMEARING PER SCHEDULE PANEL EDGE A RED NACRE FIER SCHEDULE RECENED CRYOFT UKWIL.A .. JUL 42000 PERMIT CENTER , Ire WALL catavaim* ARAI WALL NEATHRAL PER ECHENILE BOTTOM RATE EROLE S PER NEAR ALL 6CF42OU 2x I:Lamm TTP. ROOK COt141RlCTIC l SHEAR WAIL PERPENDICULAR TO FLOOR JOISTS 3/4=?-0' - 17000-06 100-0 SHEAR .WALL (® PAR- ` ALLEL TO FLOOR JOISTS �4T SHEAR WALL. PERPENDICULAR TO FLOOR JOIST — OFFSET CONDITION 304"4-0' nooaaeao.o BOTTOM PLATE MAIMS _.. PER WENNIALL 6CIEDRE IS QNAL• FLIED. TO EN JOIST PAIR_ EDGE I FELD NAL6G FER WREOLI E A'$CUP FEt SEAWALL eaeaLE DP WALL COBTRUCTION UAN 111411 SEAN. PI32 SCHEME CANTILEVERED FLOOR JOIST 3/4"x! -0!' b d NAL • b' oc FLIED_ TO BLOCKEN 17000.061004! • TYP'.CAL WALL CONSTRUCTION WITH KOLL WEANS* PER SCHEDULE LE FLOOR PRAMS pot FLAN SHEAR WAIL PARALLEL TO FLOOR JOISTS 0 FOUNDATION 8/4 =f-U WEAN CRIPPLE WALL SAFE As SHEAR IALL ABOVE OR PER sa®WLE ELL PLATE PER SGEOUL.E !EE ARCH. DETAILS FOR FolNDATIGH C@DMCNS SHEAR WALL O CRIPPLE WALL 3/4g1-0' 170oo- 08soe -03 GENERAL NOTES t ALL SFE *RU4LLS WENN'ON THE FLOOR PLAN ARE FOR WALLS ON NAT LEVEL (TYPICALLY BHCQN SHADED). 2. PROVIDE TWO STUDS AT ALL HOLD DORM LOCATIONS. SEE PMMFAGTIRER'S RECUR:DINTS AND DET4IL6 FOR EACH TYPE 3: OF NOLDO BL STRAP, AND CONNECTOR FOR PROPER 64STALLATICN. 4. ALL PLYWOOD CR GYPSUM s#F.AFdI14LL6 SHALL BE APPLIED HORIZONTALLY CR vERTICALLY ON STUDS. EDGES MALL BE 8TAGGELED AT CENTER OF MUDS AD BLCGY.ED FER ecEDULE 5. DO NO( TOVE DRIVE MARS NTO SVEA1HNG. 6. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS 'I NLE68 PPE - APPROVED BY THE BUILDING OFFICIAL . t ELAOR 3FE:ATHMG L ROCS STEANN& 1)w C6 APA RATED (WEANING (24/0). LAY UP IN MEIN U8' CLEAR BEfl)E$) PNELS - 10 ALLOW . F9RENPAN61O1NAILING SHALL BE Ed AT 6' oc ATPAEL EDGES; AND D' we AT NiER'EDIATE SUPPORTS. PROVIDE EDGE CUPS 6 24' OC. • ALL )I 1F ORTED EDGES. ALLOWABLE DIAPWI3AM SHEAR.W4BaBa2•144,1? • • 1i000- 08800•02 2. FLOOR SVE4134D* : 3/4' fDX T(G APA RATED PLYWOOD (48)24) NAILED AND GLUED. 1 ADHESIVE SMALL COFFOrd1 TO APA SPECFIGA11ON AFG OL PROVIDE TM EDGES AT LONG,PANEL EDGES. NAILING SHALL BE 10d AT 6' oc AT PANEL EDGES AND W oc . AT NTER'EDIATE SUPPORTS. ALLOWABLE Df4PHRA1 SI EAR46z0B2=T71por 3• PLYWXJOD.SHALL BE LAID WI FACE GRAN PERPENDICULAR TO SUPPORTS AND END JONTS STAGGERED D%coe (4 2 m co 0' T) W'' x T S LL 5)* a -c r 2 a m � HOLDOWN STRAP AT CRAWL SPACE weer-o- 17000-0e100-29 16 d•8'OC. 2x4 -.._ 42) K d FAN STUD i SZf g t \, 1 PER PLAN S EAR WALL . a: GABLE END SHEAR ° WALL 0 EAVE rare. 1700040100 49 3/4=ef-0 IDCERIOR WALL CaISTRUCX24 _ WIT.1 WALL REARING PER SQEDW.E -. RECEIVED CITY OF TUKWILA JUL - 6 2000 • NOT4E:. ALL RFOR;TATiONCJ'ni10 8F T L5 NOT NECES LY PtCORPORAlED INTO PROJECT.: COORDINATE 01T44 PLANS, Be FLAT BLOCI NG NAIL 61R6P U10 8d COMON •,b' or. - - GPPSOH 0816 STRAP ' LCNG, LAP 4.ORO GILL ORBEAM AID NAIL 114111 ad COVEN • 4' of 1 14 HOLDOWN STRAP AT FLOORS L O DRAG STRUT CONNECTION =f 3/4" -O' tr000-0eroo - 3/C=T -0P REARMS 341,3 NAILIG PER SHEARU4LL 543ED U 2X6 BLOCK). ROOF WEAVING AND NAILING FER FLAN AND SIEAIRWi 4'-0 NTS INTERIOR SHEARWALL TO ROOF COND. 3/4 f 1,000-00100-08 (2)16 4 a NAIL • 4' oc • EA afIRKC#R d NAIL• 6,A. TO top CNORD 1 BLOCKING 2" BARGE t b31101 . BApKER RDR BARGE. NAIL DI I UGH SKP SMARM VTR 164 2X4 OUTRIGGERS • 4' OC. WITH JORT HUGER • TRISS GABLE END tRUSS PPER a SIEAIau LL SC+EDUI.E TONGA/.15XF CONSTRICTION TYP. EXTERIOR WALL COL4TR CTICN 4014 WALL SIEAIHNG PER SCIEDULE PLYWOOD ROOF CONDITION 3/4"4-0 (2)1S d 8 d NAIL • 4' ac. • EA ORRCGER • B d NAIL• 6 . cc. TO TOP RATES BLOWG 2X4 d1MRGC¢WB • 4' OG. WTN JOST HANGER • TRB6 TYPICAL ROOF COti1R1CTWN TTP. EXTERIOR WALL CONSTRICTION ILL WALL 91EANHIG PER 6oEDtLE 3/4'=f•O• (2)'EDS AT EACH STRAP BOTTOM PLATE NAI.UG PER NEARBILL SCUBA. SI'PSON MST STRAP PER PLAN 4 REAR WALL 808EIU DBL JOIST CR HEADER PER PLAN PALEL EDGE •FIELD NA/LNG PER.SCIEDILE TTP EXIEWOR U4LL COISTRICTWF W WALL R EATHIYa PER SCHEDULE TYP. FLOOR CONOMIG TON HOLDOWN STRAP ® FLOORS TTPICAL ROOF COISTRICTia1 142.8 • 48' ac. (3) B d TOENAIL • TRIM ISLOC . 4B' oc BLOQCMG TO TOP PLATE Sd•6' ac. • MOOG. SLOCIONG PER ARCH. DETAILS SEE ELEVaTIGN TTp. EXIEISOR WALL CONSTRUCTION WIN 11.141E SHEATH. FER SOEDULE ' PLYWOOD ROOF CONDITION v000- oeaa-18 3/4•=W Damao - a i 105 TE -• EA TRUSS .0 .48' 04 8 d•6'dA•max.G BLOCK** PER 4 41 DETAILS A35 CLP PER SIEARWALLFOEDULE 17000. 06400.20 /700.00130.04 4 ' ROLM ...., '............. , CA . FS CI ES 0 KS 13 CI CI . l ' RAM 1 7 7 ig g g g g g g g et 1 1: ' ...........o. 4 4 ti 4 44 4 th: ' 4 4 t • . 0 • • • • • • • • ..„,,,,,,,, - 4 4 4 4 moos ' ' 4 A 4t ti $4 Z; TOP pli '' P e e e q i 4 - 3 4 _ 1 __ L 14 4 2x J018 Ei= E? tie. E E E EE E E E E 76 ::, -. :Ii Zi ,s ti •i:: :,..;::: :: :I ; ;i t it'itr61.$ . . T e riprE,' i ; EE KEE tE I E' 2 sorrcri I t.1 3 :4 z:: 4 ::: ; ;,' 4 a 4 4 aa . 4 ?. panuanot PO'R HP. L r / 11=MM. rrr 1 r 1 r '-....' 1 7 r Date. By Description i :Kiippier Ar_. ohitects . IRS ....__r_i_ractlicoit3 / ice ts . 6/299 a PE191.11T 9ET — ,-,— 1 ..,„ ' '''- 13400 Northup VVay, Suite 33 — • . Nil ■ 0,,,I1 - ', - Be . 98005 IS THE ID<CLUSIVE PROPERTY OF THE ARCHITECT • ' s ..i 19,E 7 LAB]. Jam: EIMIENIMMINE 01, 1 11 /42vij 1 Effiolo■oni P_ MEP Millil=i111111M,F■14 II;_I____ lit L! ilispemsmommt massommummionimulame■in I IC? --- -. - -'171411111111111111111•111411 11,4414 1111111111•11111114111 umiamommuth: n i :me Litamm mommao A 11111111111110M1 main eammutimstmr44am ammtumusign! 11111111M1Y1IF 4 Ni. 11M12:1 1111111■11•111111111 11111111111111/411NMIN111411 --' Le LS% SIN 0 - 4