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HomeMy WebLinkAboutPermit D99-0196 - The Junction - New Single Family Residence,5470: ■-1.1 , • ' The Juncti�n Lot .141.':: City of Tukwila t (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT I5 PROCEEDING AT THEIR OWN RISK. Parcel No: 377930 -0140 Address: 5604 S 150 ST Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: NSFR DEVPERM 001 North: TUKWILA .0 South: Sewer: Slopes: Fire .0 East: TUKWILA Contractor License No: TRYONCL013DH Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: D99 -0196 ISSUED 09/23/1999 03/21/2000 DWELLING 1997 .0 OCCUPANT THE JUNCTION -LOT 14 Phone: 5604 S 150 ST, TUKWILA WA 98188 OWNER BERGSTROM MARY J 14921 57TH AVE S, TUKWILA WA 98168 CONTACT DON TRYON Phone: 425 - 255 -6518 14420 SE 84 ST, NEWCASTLE, WA 98059 CONTRACTOR TRYON CONCEPTS LLC Phone: 425 - 255 -6518 PO BOX 146, RENTON, WA 98057 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Permit Description: CONSTRUCTION OF A 2,359 SO FT SINGLE FAMILY RESIDENCE, 536 SO FT ATTACHED GARAGE, AND 126 SO FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE:WATER SUPPLY, SANI TARY SEWER, SURFACE WATER, LAND ALTERING, EROSION PREVENTION AND SEDIMENT CONTROL AND ACCESS. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 214,899.84 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 Size(in): .00 End Time: 50 Fill: 50 End Time: Public: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *k TOTAL DEVELOPMENT PERMIT FEES: $ 3,097.29 *******************************k********************* * * * * * * * * *k * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: LC -JI- -' Date: -I .-D5°1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:__ e`-i ('417s'1 Date: 21 j Print Name: —oC)iv ireteop 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. i e n i ri t• t• 2k ELI'S UEVPEftirl led:' 06/4,41 1 999 Fear't t? 1 .# :3l1930_t114U 1 Sued :• 09.;' 1999 hkM' h. hMk. hj, k. hkh.' k�' kkh' hhhhA. hNhhh. hMM, h. Mk•k khNh•h hkh' h. hM' Mhk,h hk hh•hkk:M.h'bMhk+.:hkh.lhh.hwhhh .. P rn i t r ur�d'i t i ori� !. •No Cl�ariai +3s wi 11 be :.made to the L•.iari,S tin approved t+v, the t naineer n.i the ,TU{ wi viSlori. A11 ,'00 nrti itispt C :t plans. sha 1' 1' t avai 1,a Li zt to:: the star t•;:'o1. any' :ccr- tY tal tioti. '{11t e .d�%:`llnr r�tc iare ", t.o be.' e in a' fined 'a ava able irit t inn:1-•',i:n .c'e .tion ;aucyt`o:1a.1 1 , arant.ed •E.1.ectr'alal.. Cr+'f rlii °obCci4 iried:'. thr''ott+ li''t {! e Wai:4h:1 n9 on r;• .tat,e and: 1ndu:.tr`ie:S anti a 1:;1 :.e let te`i.'t�tia 1 wi *r 1 w1 l 1 . `he lii�t��i:.led : that a' eni:c�r ( " 2 4 3 - 6 6 3 ' 0 • .F, 1umb iribKDer mi.c• ':.h'a l_7. be n,lai~a ip Ct1 tl }r o iuh 't.he Ctbtrni CleOar�tniart► cat' Pub1 is "Haa1nth: ,: Plumb n9 wi.11 ir,i ect— >r'tl,h�4 . that 'ar er/ :t� 1r=�c1u:iin all 9a ; c ifyi is . l• <,w00; sfi'et 11 be unifier seoa •are • perm t Ttil ;wily 'On +art he dOne manse t+t i t.h 'anbroreed 'anti r`s u t r e t', of t•bt •1!.i >i 10 nr : 8 u i 1'd i n9 i::ude '. 1:99 l'.2.; EtitC:;ior7•l. ca: :aI e!1(i;t'.ii`« Uri.lt e'c:htr,T.C:a1 :+pie ( 199.i Edition anti Wa_,hitii.3ton':Srate Ertercv•, CAA e C1 d#'•;t'ion) \/a 1 1 d 1 tv ,,ol Per* t•. :The 1 ,`stiranc:e : o•t'` a oer'rni t or dR�'c,r`ov.a 1 o 1 a11:..t `�jFt?t i -f• 1 cat i'on... : a Cl '►'tlilll' +trtat i.ons shall rioC. �`ti t•t�fi s trite d • rc. L',e :t3:. faer=n►1 t i`c•r car .:.;.art arior o.Ia.l. •t•. env. 1- i4;1.1at i:on of air ?v ter the'.Ortv oT the kiwi 1dini? Oo do or of �ariv • other ~. cari.i°'ttar)CC of the Jurisciic't.'lory': roc+ per`ni1t ores.tieriPo: !live author i;tv'.t:o .v.io1ate or C,3F1t;Cl.'tht 0rO+fl.:,10tis of thi_c, code `sha 1.t:.`b ;fa 1 id Eno r nee red . tr us s :draw 1 rips and sal Cu 1 a 1 sita 11 be on s and a`iai_.1:3b 1e. to the L -uil 1din9 1 ns.i ect.o,r• ,.tc'r 'fir .neCt fori • 0o0•rnlents. :,ha 1 bear the se al and s ioria, tire or d Was.la iriurti : ':�t:3t.e Fr`t ?te : ;1ona 1 Ericineer 9. Any e:' Dos 07 in .ta 1'4at ions' faac:k: inc mater`1 al shall have . a ,:1 l.anie :Spread it ini of ..5 or 1e trod, rtfat•.C1a 1 she 11.; bear,. .1dent1- i'ication s.h«witicf, the T Ire iyer *irorrar+ce.•rat i n9 thereof. J O. All wood to r'emairr.•in o! ,':sha11 lie: tre'ate:i wood. CON1RACTOR SHALL MOTIF i° PUBLZ• +:•...Wt:rF:l�; - U1•1i.: /Ir INSPEr::l "r3F.' MR. GREG VILLANUEVA @ 2O433-0179 OF .C.O IMENCEMENT AND COMPLETION OF WORi•.. AT LEAST..1 4 HOURS, IN ADVANCE. 11. TWA !'ER METER `.t EVELOPMEUT PERM! 1 .: Atot.i. l rd. Issued Date:: CITY OF TUCWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 • R STAFF USE ONLY Project NUmberr Permit Number: Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: . ---- -- / ffl. 4014c-A-,(U" Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: Zlizi/S .14l Site Addres- City State /Zip: on 0 Property Owner: 5-3 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) / Z 6 sq. ft. Uncovered Deck Phone: Street Address: City State /Zip: Fax #: Contractor L1r�I i'v (-0,,c,(07(.. C%Gt cC0 * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. 12 S 2 Z i f 7 5 d .. - #S : 20 cy 7L, 3,e_ Street Address: QaX p.,/, ,,Rz�ioM 9& t ae /7 Zio: Architect: i��l9L f'C'�(7Ec7 5 Phone: -1Z5 6' ( S3 <d Street Address: /3400 Abiem C'o /,r ' 3 l k City State /Zip: t4 Peir©5- F x #: 25 6.4/ 5-37 / exec % f 7- ,C, hone: Street Address: City State /Zip: Fax #: Conta�P,e Ilt% ?? - $S 657, Street Address: Cit State /Zi : /44c' /5 7` `'� `i `?t,�Q 5 P Cc.)ct ��j S Fa #: 'S ZS J %C.G' i Description of work to be done: GU P4) l40 AQ Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 2r,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 by: (Initials) Proposed New quare Footage: `'. 3 S 1'sq. ft. Dwelling sq. ft. Covered Deck(s) 5-3 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) / Z 6 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) s 40 ( *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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): 63 Land Altering: Q Cut 5a cubic yds. 0 Fill cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension. 0 Private 0 Public in Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: 0 Sanitary Side Sewer #: fa Storm Drainage pWater Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous gal Schedule: RECEIVED "TUKWILA CITY 0 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will bery- 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 Rx- pire by limitation. The building official may extend the time for action by the applicant for a period not excli: �d:.1 s 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. Dat appllca(ign gcca 9 Date app ' alien ex trgs :_q� ApplicatJ to by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SHOW 1T.DOC 2/13/97 ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ El Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. El ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El El King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El El 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). El ❑ Foundation plan and details ❑ ❑ Floor plan El ❑ Roof plan El ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section El ❑ Structural framing plans and details necessary to completely describe construction El ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ El 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. El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature. , � /'�, Date: /,_(5f,P / Print Wane: JeJ Address: tel G £ —41,( e?-4 o iat ip_i'a c, „ 24"d 1 SI'19 RMIT.DOC 2/13/97 t* :4 *hkk * *.rk4,k:'.k.4l.� 1:TY CiF 1UKW1L11. I4( C'il�/ I \k kA.4fr1*t * *. *.A Ii *!4•4.4'4•4*1 * *. *.A ** a k.4 *'k**A:4kk.4.4**nhA *.4 Jr .1:t:4k 11)A14 MIT , •rlunb e ft'8SQ01 `.,4 Amottrit, a 2.032 7`; 0.'t/23/99 141,57:- P iviru n1;;i4�i;hi�if .t.11l G.II t1Otati ri : FR YON CONCEPTS: Initw:.'r1r13 D99.‘.0196: 7v.n'i 13E.!?PE:RM. l)EVEt.OP 4I f. fT PERMIT,. 1' r� c F i 'i� r► . 3 7 7 `•+ 31. 0) :4 n '5645 ..150: Sr rota! Fees:: ;3,;017,29. 1'ut a 1 ALL hots: 3 .0 X7.29 i3 '1.nnce:. .00 ****************.4.4****** A **** 4. *.*sl **. * *: *•A•A,4t4. *� #•ky4. *i Ai •k* 11CUML• God .000/3.22.100 000/345.'030.. 400/336.904 000/342.400 ...112/342.•100 .'401 /3U8.1.02.. .401. /a *.520 /101/342. :400 401/341.405 000/322.100 000/345.830 l)aschipitiOn !3L13I.Li3.NCi - RE S. CNEC 1t �: IOT fl i.•ry PLAN CHECK WATER METE!? STATE. I3UT.LDIi1G SURCHARGE . T.F45P; FEE -:, UTILITY IUSP FEE f;ToRtt DRAIN II.15P. Fl~E - .•smuf t4,i WATEVGUNNt� CTIUN... 4tA1'F,ll INSTALLATION (DEP) WATER `It131'ECTION FEE WATEUI. TURN-OW FEE LAND. ALTER !NO PERMIT FEE LAND ALFE.RIMO PLAN CHECK t fi0nn 1,.63.1 75 21a.cicl 10.00 4.50 [5.00 .1500.. 29 .0� 0\\ 60 . 0 0 150.00 15.00 2 0U c.a :37.00 23,50 7255 09/24 9710 TOTAL 21.44.06 7 P. v g jf N`ZI NVFIN 7.777. Y "5t: �a5' , :ri)�trK q r +' ? .•'�'r:. �.4;s "F.r * A°' r4A* A' k0*y1 A***4AAA*ARiAk* *�Aitd24A*4 * A*** A4* *Oir.***44:** *•* **�t* CITY OF TUKWILA, WA pA****AA*4*144****4**A***14iA***A****kiA** qqf-Di TRANSMIT ' .kile*k AA * *** * *ak ** . TRANSMI'T Number; R980008.3 Amount: 1,064.54 06/14/99 11 :45. Payment : Method: CHECK ..Nctat;jcn: L.RKERIOOE .UEVELO Iriit: TLR Permit No: 099 -0196 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 11520 -0190 Site Address: 14921 57 AV 5 'fetal Fans: 1,70.6.74 .:.This Payment 1,064.54 Total ALL Pmts: 1,064;54 . Balance: 1.,642.25 *** a' v. A4, 47k** o44z1d***• Ak** AAk*** of •A' * *o5 *sl *F * *•A * * **•a *4.* *A' *•k *ail * * * *A * *+4* Account. Code 000/345.830 f)escr i p•t i on Amount PLAN CHECK - RES 11064.54 4207 06/16 crne, TOTAL • 106445'4 e („4\5 INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0q7-o Ici PERMIT NO. (206)431-3670 roject: +CM. L o-i- i LI Tzzf.gspect ion;,_ 1- A dresq: , %C-4i— -.) 1,10 Date called: 101'aOIC19 . Date wanted: , I C) 1 g I 1 '9 a.m. 13* • Special instructions: ound :00 0 r I I 7 Reg: __,.... 1 r.-csyN. ,,,,i, LAV- •-, CP '''' .Q • cTU4) Per14.5 A I .7 f. V-it.g.4 (A4)--,,Q IV 04414 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS:. : 2"... r7) giej..4,/k.,_ • 5 s 54WD , -6Ler-h- s'''.1 LLQ, T2) ' 1-17).,., 0 (c.• / ii.iiilEft 1-9-0-• i S vt,A,.,, ,,,y6' 1,1/4.P • br....\ .11., • , Icbik kiz(...4 6 ficd-- V , t-i) ,,,,i, LAV- •-, CP '''' .Q • cTU4) . % '1 A I .7 f. V-it.g.4 (A4)--,,Q IV 04414 '311 4100 4eossj aficiAA..a.9 od.4.Q..., Law d ti-4 40 N XL/4 Inspector: 6L) Date: 142.4/0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee-must be paid at 6300 Southcenter Blvd., Suite 100. Call ti) schedule reinspection. Receipt No: Date: 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 Proot:_. • '''' ZU ..fC.T.) 0,44 TyprOf 19.spection 'Ad ress: . ::SC004 -,S (SO • s T Date calle j 5f Special instructions: , . Date p.m. Requeste(4)57d Phone: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • F-ef-Lcsp6..c.ne,AL go-rt_ (z, O4 70 .f.‘.1 0 $47.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectien. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1 ,0, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit `;St (206)431 -3670 � Pr • ct: �r,� -� `` N A �1 lon L Jl I`t TYPe.AL4n�s�pe�ctipn: Ul Addr ss 6004 ;S. 1501-h 9 . Date called: 03f 2,5110 Special instructions: Date wanted: 0 / �'� a. � p.m. _ Requeste(,,t, ,. 1—e. vat (��,_„ � Phone• u�� a —6.51.8 Approved per applicable codes. Corrections required prior to approval. OMMENTS: Gelled (5.4740 ��. ce f r /),(5v4hcali Inspector Dater 1 Qw ?2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVI ION 6300 Southcenter Blvd, #100, Tukwij6, WA. 98188 INSPECTION ECORD Retain a copy ith permit D5FT-Cicl PERMIT NO. (206)431 -3670 roject: • t an 1 —.0-+ ' 1 pe of pection: It i L d es6-` — 150 s+ ,`J1c QI I v U Special instructions: e wa 4ed: .•l30100 t. �� m. p. t o ester. (4:4:s Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 5/40 Fu„ c, .. t, t o t, •r t t,, /; i) Od 9 tAl CdtAKO ti s1/41414414 . ,, Ipspector: Date: 3pxyao D $47.00 REINSPECTION FEE'RrUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; \ Date:' 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 Proj � LUr `q Type of Inspection: w N! f w`(�l Addr ss oil c. i Y3 c Date called: q 3�0 Special instructions: Date wanted: a.m. p.m. Requester: „ n t Ilex - Phone: ) I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 36 /Ue $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION 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 . Pr9je 0161 ,. . Too * ''' 4 -.-.) ''‘)■-\\"Ako I cq speak ) . ')\ Add ss: I .401,1.1 1 1.8 0 . called: D a t 1 . - p c,r.al.ictrueions: N --616 "\ A\ \,......, —...- Da e wanted: — k — 430 0 a.m. P.m. Re ester: 7703‘c. Phost ._ ng Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: E $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 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 Pr ct: J pe f Inspection: - 4kesm $ 15 5f bate called: V4A°00 Date wanted: • i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project�,..,/,1 Uli,„, j , 4 Type of Ins�ye ,tjon: 2S Addres : `9 / Date called: �f��/' / / S ec:a instruc ions: p % C/ ci r ei G C,'- t 7/ `zc C) ! ! 6' r f-, e; Date wanted: t a . /2.726 ' "� Gf p.m. Requester: Phone: QApproved per applicable codes. Corrections required prior to approval. 1 COMMETS: /7":::1/4/0)-- ,7- S r.f.4 A X1}-1 ):,4 #J6 6 be ,�, Svc soh >Jet/ iel ��- _f- ..,f ../: 4 .4- 1/00,,,... 4 ..�L#rid rn . /2 0,5 6 /4 ()L i,L, t ee, - cfiI .._ r ?-'r+ 4.-'P' 5 `, i'v7 c . O 2I % C/ ci r ei G C,'- t 7/ `zc C) ! ! 6' r f-, e; j".6); n / Inspector: /l At,AIGi $47.00 REINSPECTION FEE PEQUIRED.'Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date:/ Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , b ; PERMIT NO. (206)431 -3670 Project: U��c 1-0 1 CON1 JL4 Type of Inspectio V�51i `ct.!0V D to clled: lt -1 " qq /0" Addr ss: 1 ,Y0 Specia instructions: Datewanted: a.m. Rei�ueste we\ P onej•� qq ��II ��vv r� � (4,X.A I I (32 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r: INSPECTION NO. :r.: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 PZOj�t' �1 U ry � Typ Inspection: �^ Address: Date called: Special instructions; ' J tS Date wanted: a.rr 1a - e)- p.m. Requ ster: '`�� 00 \ \ (y) C� Phone: r M ^ t✓ El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cell /e 24)44--- k. 1-)"1 /f�-� u� Inspector: Date :1Z--- 0 $47.00 REINSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIv•., Suite 100. Call to schedule reinspection. Receipt No: Date: 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 Pr,y6 c....10),.k.i 40-1; Typ7f-Invection: -now/ Dat called: _. 3) S.?, se, ,Ar fil 44-1 Special instructions: /90).1 L1 4...1e.1i ix-, (-,.--"a„,„ / 1-..." Date wanted: \--...., P.n. Requester: Phoneilz 5........255„...6/8. 0 Approved per applicable codes. COrreCtioliTrequired prior to approval. ■ . COMMENTS: - ( / 7/20 '— _, " 4 • , %)., u 24) 5,--1...-ai _. 3) S.?, se, ,Ar fil 44-1 ,2--c. Pno-t-1 /*7-1 , -v4 re„,2( ..e....e451.-- /90).1 L1 4...1e.1i ix-, (-,.--"a„,„ / 1-..." 5 441,1 4L...A P d h A-1...e /.../ eV i.,..„ • .6,2.--, i9ee, / , s .4,y> 1 .6, it-4 7y 7— i 4 ,,, A s ,7iiii, 5 til-x 47t,L,,4, / //& 1/4 /— To 7--) / , c- fl.ovk 4d4 / # ei )t- id ' d wavaia Ed NNIAi Inspector: dr Datea.....,3_ Ei $47.00 REINSP[CTIO4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. 'CITY OF TUKWILA INSPECTION RECORD Retain a copy with permit NO. UKWILA BUILDING DIVISION �}� 6300 Southcenter Blvd, #100, Tukwila W�98188 Th (206)431 -3670 Project: Q T Ad ess: 4 2 Date called: q q... � `Spec��structions: Date wanted: a.m qg , on Re�ste Phoinlos 40 „fir/ 0 {is Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: �, ?99 $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project:��''''�� T f I p ciion: $ �:�c. Addr s S4�L i St, �' SW _ Date called: Special instructions: LA"' /11 .,.:, ... Date wanted• // , P.m. Requester: Phone: Approved per applicable codes. COMMENTS: • Corrections required prior to approval, ,. 5I- 4f� �,.. ss _. 1 .I(u •f e, G. �. ' C /v2/ Inspector Date: //4.147 ns action fee mus $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project: T of Ins4/"--57e- Address: Cii IokDate cd: /5. Specia(rinstruct io15s: Date wanted: - /�/� �jr P.m. Requester: 41 Phone: /v", Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect Date :� f $47.00 REINSPECTIOPVFEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 P t: � ^ ate ftc. /74 -71 eof I ction• A ress: �rsGj5 • /507 .S f Date called�r�� 70/x/99 Special instructions: Date wanted /D A 2/ � aC P.m. Requester: 6_ Phone: I /2, ,263.7_651s, Approved per applicable codes.. 0 Corrections required prior to approval. COMMENTS: Af 't" tom, 0 .0,, 1(1 of--v - S_e r 5 ,P`(1 S.rv/�f� / 4 i- U Va // GO-, t r i /> a 4.. ..-s r 1 Ei $47.00 REINSPECTION FE ' EQUIRED. Prior to inspection, fee mustibe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with` permit` "INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd, #100, Tjaviiii, WA 9818 PERMIT NO. (206)431 -3670 Project y `O Type of Inspectio . Addy Date called: /' Special instructions: Date wanted: / MDR /6,,, ;i g,;. 7 p.m. Request Phone: 412. 7 / f~ Approved per applicable codes. Corrections required prior tiapproval. COMMENTS: Inspector: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. Receipt No: , Date: } INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA,BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Projec . ` ,n (DO Type of Ins c ion: (unc 4 Ad ssOC / C • / Date called: it) Special instructions: Date wanted: f I/ , A Requester: Doyi Phoij — )6—.5--( ` 5 Approved per applicable codes. COMMENTS: • Corrections required prior to approval. C 4 e _ t 1„1 h 4260 Lf 1.7 ,t.V 11 Inspector: Date: C $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S to 100. CaII to schedule reinspection. Receipt No: Date: 'ax, <,- • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 INSPECTION RECOR Retain a copy with pe PERMIT NO. (206) 4 -3670 Project:.. - Type of inspection: ot Address: Date called: Special instructions: k0.r /9 Date wanted: ! . a.m. p.m. Requester: Phone No.: Approved per applicable codes. Correc ons required prior to approval: ' " COMMENTS: /o� 5/99 CexfA4der At‘ 41/144`if A-(Ad Artie 6 44-11M.. Inspector: Date: /9/5P, 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: !,... i��y�rY. L�• Yi+ i�^ 7�i+ �' ^�,FrS'+�r�+`��'�Y�'�'�'.r+u i �: c– -.77 ^.7r- -.t1iitit, ,; F y! rrf7, '1,! ►! ;i A" trY'+v Mtb t "',7v.' City of Tukwila Fire Department TURWILA FIRE DEPARTMENT • FINAL APPROVAL FORM John W Rants, Mayor Thomas P. Keefe, Fire Chief Project Name Address 5-(4)9 S /It) Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with corr tion notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Sign Lure Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 DEVELOPMENT PERMIT Permit No: D99-0196 Status: ISSUED Site Address: 5604 S 150 ST Location: WATER METER A WATER METER B WATER METER C Water Meter Type: PERM Water Meter Size: . 75 .00 .00 Quantity: 1 Work Order No 5214Z Connection Fees: Install Deposit: Add'l Install Deposit: Plan Review Fee: Inspection Fee: Water Turn On Fee: Special Assessment: Other Fee: $60.00 $150.00 $.00 $10.00 $15.00 $25.00 $.00 .00 TOTAL WATER METER FEES: $260.00 PUBLIC WORKS ENGINEER APPROVAL: LJM $.00 $.00 $.00 $.00 $.00 $.00 $.00 .00 $.00 $.00 $.00 $.00 • $.00 $.00 $.00 $.00 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 17, 1999 . Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: RE: CORRECTION LETTER #2 • • Development Permit Application Number D99 -0196 The Junction — Lot 14 5604 South 150th Street 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. 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. Brenda Holt Permit Coordinator . encl xc: File No. D99 -0196 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431.3665 pisisiku July 7, 1999 Department of Community Development Steve Lancaster, Director Don Tryon 14420 SE 84th Street Newcastle, WA 98059 Dear Mr. Tryon: RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0196 Junction Residence 57XX South 150th Street 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 Fire Department and Public Works Department. At this time, the Building Division and Planning Division have no comments regarding your application for permit. 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. D99 -0196 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 'FIRE DEPARTMENT REVIEW COMMENTS roject Name:: Junction Residence" ate April 18, 1999 eviewer: :. Nick Olivas, Assistant Chief (206)575-4404 Show location of nearest fire hydrant on site plan. . PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction File #: D99 -0196 Date: 6/17199 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments and needs the following information before it can complete your application for a Land Altering Permit and a Drainage Permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1) Submit separate quantities, in cubic yards, for the total cut and the total fill. 2) Depending on your site conditions and operations, you may need the following additional permits. a) If a total of more than 50 yd3 total of soil, debris or construction material will be hauled to or from the site, you need to apply for a Hauling Permit before the Land Altering Permit is issued. Ask for Submittal Checklist M -5. b) Before a Drainage Permit is issued you must apply for any of the following which pertain to the project: 1. Hydraulics Permit approval from Department of Fisheries 2. SEPA environmental review c) If the access to your property is new or requires changes in curbing, sidewalks etc., then you need a Curb Cut/Access /Sidewalk Permit. 3) Your submittal did not contain the information Public Works needs for review. Please provide four copies of each of the following on 8 -1/2" by 11 ", 8 -1/2" by 14" or 8 -1/2" by 17" paper, drawn to scale: a) Land Altering Site Plan b) Utility Site Plan c) Drainage Site Plan Public Works Comments Q:0196coml Page 1 Public Works Review Con; ;nts June 23, 1997 Provide the following information on each Site Plan 1) Scale 2) North arrow 3) Applicant's name and phone number 4) Property address 5) Parcel number 6) Property lines, easements, rights of way, property line setbacks 7) Street names 8) Building and Site Development Features 9) Footprint of existing and proposed structures 10) Retaining walls, rockeries (existing and proposed) 11) Parking and driveways (existing and proposed). Show width, length, percent slope, runoff direction and materials. Provide a cross - section of the access, the driveway and any parking areas. 12) Other areas covered with impervious surface 13) Utility structures (poles, fire hydrants, etc.) (existing and proposed) On the Land Altering Site Plan, show the following additional information: 1) Topography a) Contours at 2' intervals (existing in solid lines and proposed in broken lines) b) Corner elevations of site and individual lots c) Benchmark (the permanent mark serving as reference in the topographic survey) d) Datum (assumed is acceptable, except projects in or near FEMA floodplain require NGVD 1929 datum) e) For slopes over 15 %, show 5' contours, top of slope and toe of slope 2) Proposed Erosion and Sediment Control a) Clearing limits b) Erosion control types and locations On the Drainage Site Plan, show the following additional information: 1) Topography c) Contours at 2' intervals (existing in solid lines and proposed in broken lines) a) Corner elevations of site and individual Tots b) Benchmark (the permanent mark serving as reference in the topographic survey) c) Datum (assumed is acceptable, except projects in or near FEMA floodplain require NGVD 1929 datum) d) For slopes over 15 %, show 5' contours, top of slope, toe of slope 2) Sensitive Areas and Drainage Features 3) Streams and associated buffers, wetlands, lakes, closed depressions and other water features (including required buffer widths) 4) 100 year floodplain delineation, floodway Public Works Comments Q:0196com1 Page 2 • Public Works Review Conts June 23, 1997 5) Steep slopes, landslide hazard areas, coal mine hazard areas and •associated buffers and building setback lines 6) Drainage easements 7) Existing and proposed ditches, swales, pipes, etc. 8) Offsite drainage features within 200' of the lot discharge points, including- streams, lakes and roadside ditches ' 9) Structural details and graphical representation of proposed drainage system. Show size, length, slope and material for pipes. Show where the system connects to offsite storm drains and where the drainage features outlet 10) Vegetated flow paths or buffers for flow control systems , 11) Setback distances between flow control systems and any property lines, structures, steep slopes, streams, wetlands, or septic system On the Utility Site Plan, show the following additional information: 1) Existing and proposed surface and subsurface utilities 2) Existing and proposed rights of way and easement lines for utilities 3) Invert elevations, pipe slopes and flow directions • 4) Size, type and class of all pipes and fittings 5) Connection bends, tees, valves, meters, side sewer stubs, catch basins, drains hydrants • Public Works Comments Q:0196com1 Page 3 • .:,,. kf'. ; :iiR#�v'�t':x;c`:�'L "•• ,?if<N:v,';��$'". ''.i; :+i'���` :'A" ? 71F�i1' �i#:. sM..f... Y:70nr:Ot:t 5LIV., '9...•.�v'i'?S.RR'4:VAIPttiir':5 s5 V, smmrtezovyCxrMnn'ro4 !n. • PLA E IEW /ROU I G SLIP ACTIVITY NUMBER D99 -0196 DATE 9 -1 -99 PROJECT NAME THE JUNCTION - LOT 14 Original. Plan Submittal X Response.to Correction Letter# .2 Response to Incomplete Letter #. Revision # After Permit Is Issued DEPARTMENTS: B ilding Division III `I lid Works ire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE 9 -2 -99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: n DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE 9 -30-99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditions n DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: WRROUTE.DOC 5/99 • iPe=r;%, 1'.!.:>,{,` �c.:';': tii;%'::n::,;-rr'4�.3i"s.= =.1;5` = •.x:Sii�:� Sk,3i`e`Yei!%" �L i.t o �.. n T._.r?d�N 'SC F <i:us`'k:u'I.$.WAVY' ?t. ;`t3: 'i:01V. t T.VI NT.$1l+t 0., (exy-Y1.11- Ooovd. C �J PLAN REVIEW /ROUTING SLIP. ACTIVITY :NUMBER: D99 -0196 DATE: 8 -6 -99 ,PROJECT NAME: THE JUNCTION #14 Original Plan Submittal Response to Incomplete. Letter # XX Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works. G�ry►/1 11P /nio No fjFire Prevention ntoci g44-q7 Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-10 -99 Complete n Incomplete Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9 -7-99 Approved n Approved with Conditions eovvethiff4 Not Approved (attach comments), ) htelLeed REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROU1 [.DOC 5/99 tax,c ,sY4r.;.rkiet, ,nnw., .,o.•rrr rs'rtai?�csratsi., ?5ut!- �2}.�ep ,;:+'FUG,:4;W.v,t.!R'r://iti .+'V.IW: PLAN REVIEW /ROUTING SLIP ,TIVITY NUMBER: D99-0196 PROJECT NAME THE JUNCTION X Original Plan Submittal DATE: 6- 14-99 Response to Correction Letter # . Response to Incomplete Letter. Revision #: After Permit Is Issued DEPARTMENTS: Building Division Public Works • Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Comments: Incomplete DUE DATE: 6 -15 -99 Not Applicable n TUES /THURS ROUTING: Please Route I ✓ I No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: ' ` L. DATE: c:, - /' - APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditionsn REVIEWERS INITIALS: J ►►-.- DUE DATE: 7 -13 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditions C REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) n DATE: APR- ROUT(.cOC 6/98 %ttBLIC: ?V(:):( . 1?e):41 cePritip PLAN REVIEW /ROUTING SLI ACTIVITY'>NU'MBER: `D9:9- 0`1;96 PROJECT:. 'THEJUN-CTION r!ginalLPtai%Sub`m ittal : =" • Response to Corrections Letter: DATE:. 6- 14 -99 Response- to:Incomplete- Letter Revision # — After Permit Is Issued' DEPARTMENTS: '6° Bui ding Division Aw i -7•q q Public W rks .4 ( -111 Fire Prevention dal4Mi t—S Structural Plann g Division VI%(--I11 Permit Coordinator x DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete [Z Incomplete n DUE DATE: 6-15 -99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route Routed by Staff No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -13 -99 Approved Approved with Conditions Not Approved (attach comments)j /12t)14-) i L%1 v A( 1 4-a.� a 4' '1---/-q1 ( w. REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR.ROUTE.DOC 6/98 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: *A% ❑ Response to Incomplete Letter # je Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Pernit Number: 1711' (/{Qt. Project Name: Project Address: Contact Person: lut.14411-fitm- Imf 5nkv s tsc st Po' 0)1 Summary of Revision: h4JbSec% "� Phone Number: '\ 41. Qco4 c-, .. mss\ ∎iKt) '4-t \ qk\slc . moo& ak S`S Woac, aS_ cam. Sheet Number(s): CITY TUKWI�a SE1' 0 1 1999 ►'FRMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: C'.G/Y ❑ Entered in Sierra on y ` 1- 99 06/29/99 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 13--to-gel Plan Check/Permit Number: 2414 0116 0 Response to Incomplete Letter # XResponse to Correction Letter # ' 0 Revision # after Permit is Issued Project Name: Project Address: Contact Person: JIL$1dj «4$idfiV& slip sow t5b Pat Novi Phone Number: Summary of Revision: rj& &-t • 7e+' /N SfOdPr �t af/`p -flop, 4 21`Pi / REGE IU Cli`( Of 1 AUG - 6 199 PERMIT CENTER Noto PcAc 4t- 3-116/30- o N 0 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 6-(p-99 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila Fire Department John W. Rants, Mayor Fire Department Review. Control #D99 -0196 (511). Re: The Junction Lot #14 - 5604 South 150th Street Thomas P. Keefe, Fin Chief August 16, 1999 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 REGISTERED AS' PROVIDED. BY'LAW AS ",CONST,CREGISTE #RAL EXP.. DATE • lccoi . TRYONCL013DH 02/01 ��� ='. WALL HEIGHT Ce Cq qs lw 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 As))) VALUE USED where: As Ground floor area of structure As L 1740 r max = Max element - story shear raio square root 42 r max = r i / story shear r i = element story shear x 10 / Iw element shear lw (LENGTH) P= r max = -2.73 WIND PER SECTION 1618 01% r = therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure lw = Importance Factor tilDEQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) I .4iii296:0,:;:2S:PVEKI r story shear 1184 I 11676 DESIGN CRITERIA FOR WIND ANALISYS P= qs = 16001,6400: WIND SPEED 16.4 Default for 80 MPH lw = KAPPLER ARCHITECTS BELLEVUE, WA 99044-21_Tryon_Plan#2359a_1997-7 Lateral analysis work5t6W41320 Min= 1.0 Max=1.5 VALUE USED Ce = EXPOSURE 0.62 Default for B exposure Ca = 1.3 METHOD 2 1.3 Default for normal force method 11841 0.10 WIND FORCE TRIB.HEIGTH PSF P/LF P(ROOF) 13.0 P(FLOOR) 9.25 1322 P(LOWER FL) 0 P(GARAGE) 0 SF # FT # FT # FT # FT 6/4/99 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 81 52481 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 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ. 16N BASE SHEAR: Vb= (3.0xCa /R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load BUILDING LOADING DEAD LOADS VALUE USED Z= R= C3 Rw= Rw= TOTAL ROOF WEIGHT FLOOR S/S EX. WALLS F / B EX. WALLS INTER. WALLS BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W STORY SHEAR :%0.3 a . 0.36 8 6 Wi 15 10 10 8 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSFT LONG WALL SHORT WALL I WEIGHT! 42 84 80 82 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS TOTAL WEIGHT BASE SHEAR: Vb= hi (Plate Ht.) W= KAPPLER ARCHITECTS BELLEVUE, WA 99044-21_Tryon_Plan#2359a_1997-7 Latera nalywo5t6t.132p ‘# 1 9 "w a 38528 # 12600 0 0 0 83244 TOTAL FLOOR FORCE: Vi= 1850338 Wihi /sum Wi x hi sum Hi x hi Wihi °1ENO LOWER LEVE 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 1# Vi 76 I# 6/4/99 PAGE 3 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d SHEAR AT BA. E ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 160 132 0 0 # FT # FT # FT # FT UPPER FLOOR WIND GOVER MAIN FLOOR SEI GOVER 211 #FT @ 343 # FT 10.5 16.5 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 1 835 # F T 46438.4907 1160.962268 GLOW. Ft= 525 1.331 698.2510K 731.501 1 1050.71 3 1 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. 11676 WIND FORCE 8.08 NAILS KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis w > ; e, . . t" # FT # FT # FT # FT # FT # FT # FT # FT 6/4/99 PAGE 4 W h Wh F ROOF 1167 6 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 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) ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d SHEAR AT BA. E ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 160 132 0 0 # FT # FT # FT # FT UPPER FLOOR WIND GOVER MAIN FLOOR SEI GOVER 211 #FT @ 343 # FT 10.5 16.5 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 1 835 # F T 46438.4907 1160.962268 GLOW. Ft= 525 1.331 698.2510K 731.501 1 1050.71 3 1 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT FT O.C. # /BOLT FT O.C. 11676 WIND FORCE 8.08 NAILS KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis w > ; e, . . t" # FT # FT # FT # FT # FT # FT # FT # FT 6/4/99 PAGE 4 i _" Or Ol 0 0 0 #DIV /0! ' 7 ► '.;_ Mo= WaII(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0 .00 - 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 1 11.5 4 4 4.5 3.8 149_ °'e MC= WaII(DL) Roof (DL) Mr= T =C N REQUIRED 4754.77 4754.77 5349.12 4517.03 MIN PLATE NAILING 12 INC O.C. 320 320 360 304 0 0 1134 957 426.67 426.67 2241.00 1597.27 1082.03 1082.03 690.69 768.36 CS16 -30 CS16 -30 NA NA 20 7.5 0 11 0 228 Mo= 13660.89 0.00 20035.97 0.00 0 Wall(DL) 600 0 880 0 0.00 Roof (DL) n 0' 0 0 NA Mr= 1500.00 0.00 3226.67 0.00 T =C 1621.45 #DIV /0! 1528.12 #DIV /0! MIN PLATE NAILING N REQUIRED HTT 22 #DIV /0! I CS16 -30 #DIV /0! 8 INC O.C. 17.5 11391.84 4.5� 0 0 2929.33 0.00 0.00 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 o: Q z 0 O u_ 2/3DL 2 ce w REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 I- z 0 u. 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 r-it. 8 2/3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT UPPER FLOOR TRIB.LENGT Load 2111 Ht. 8 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED 8.5 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 woIt.14320 SHEAR V WALL d TYPE d d tPA4 qCP MIN PLATE NAILING 21 INC O.C. 6/4/99 PAGE 5 15 1 16.5 1 14 0 0 0 0 1 104 Mo= 1 13672.09 1 11600.56 0 0.00 0 0.00 MIN PLATE NAILING 1320 1 1120 0 0 0 0 uu 0 0 0 0 0 0 7260.00 5 5226.67 0 0.00 0 0.00 M 388.61 4 45:.28 # #DIV /0! # #DIV /0! . 1 NA NA # #DIV /0! # #DIV /0! 0 0 0 0 #DIV /0! p�VV... Mo= #DIV /0! #DIV /0! #DIV /0! #DIV /0! Wall(DL) 0 0 0 0 Roof (DL) 0 0 0 0 Mr= 0.00 0.00 0.00 0.00 MIN PLATE NAILING T =C #DIV /0! #D!V /0! #DIV /0 #DIV /0! #DIV /0! INC O.C. 4 REQUIRED #DIV /0! #DIV /0! #DIV /0! #DIV /0! 15 15.5 20.5 0 0 88 Mo= 10881.28 14391.37 0.00 0.00 Wall(DL) 1240 1640 0 0 Roof (DL) 0 0 0 0 Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING T =C 288.68 155.35 #DIV /0! #DIV /0! 20 INC O.C. 4 REQUIRED NA I NA #DIV/0! ' #DIV /0! 1 0 1 0 0 0 0 1 .: I Mo= 0.00 0.00 0.00 0.00 Wall(DL) 80 0 0 0 Roof (DL) 0 0 0 0 Mr= 26.67 0.00 0.00 0.00 MIN PLATE NAILING T =C -26.67 #DIV /0! #DIV /0! #DIV /0! #DIV /0! INC O.C. 4 REQUIRED NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 t F w z LIJ 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w • W I- J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b b b b KAPPLER ARCHITECTS BELLE VUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wSt4820 C C C d --0/9egi SHEAR V WALL TYPE 6/4/99 PAGE 6 15 15.5 20.5 0 0 88 Mo= 10881.28 14391.37 0.00 0.00 Wall(DL) 1240 1640 0 0 Roof (DL) 0 0 0 0 Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING T =C 288.68 155.35 #DIV /0! #DIV /0! 20 INC O.C. 4 REQUIRED NA I NA #DIV/0! ' #DIV /0! 1 0 1 0 0 0 0 1 .: I Mo= 0.00 0.00 0.00 0.00 Wall(DL) 80 0 0 0 Roof (DL) 0 0 0 0 Mr= 26.67 0.00 0.00 0.00 MIN PLATE NAILING T =C -26.67 #DIV /0! #DIV /0! #DIV /0! #DIV /0! INC O.C. 4 REQUIRED NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 t F w z LIJ 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w • W I- J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b b b b KAPPLER ARCHITECTS BELLE VUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wSt4820 C C C d --0/9egi SHEAR V WALL TYPE 6/4/99 PAGE 6 0 1 0 0 0 0 1 .: I Mo= 0.00 0.00 0.00 0.00 Wall(DL) 80 0 0 0 Roof (DL) 0 0 0 0 Mr= 26.67 0.00 0.00 0.00 MIN PLATE NAILING T =C -26.67 #DIV /0! #DIV /0! #DIV /0! #DIV /0! INC O.C. 4 REQUIRED NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 t F w z LIJ 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w • W I- J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b b b b KAPPLER ARCHITECTS BELLE VUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wSt4820 C C C d --0/9egi SHEAR V WALL TYPE 6/4/99 PAGE 6 FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 t F w z LIJ 2/3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w • W I- J 2/3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2/3DL REACTION HOLDDOW a TRIB.LENGT TRIB.LENGT TRIB.LENGT a a WALL SEGMENTS b b b b KAPPLER ARCHITECTS BELLE VUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wSt4820 C C C d --0/9egi SHEAR V WALL TYPE 6/4/99 PAGE 6 4 2 2 0 0 1321 . ""` j 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 /0! #DIV /0! STHD 14 STHD 14 #DIV /0! #DIV /0! I 20 14 10 0 0 286E . a .. 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 /0! STHD 14 RJ ( STHD 14 RJ I #DIV /0! #DIV /0! 8.5 3.25 4.5 8 6 134. Mo= ' 3699.00 5121.69 9105.23 6828.92 WaII(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 E1OHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 0 O u_ 2/3DL MAIN FLOOR Load 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 REACTION HOLDDOW 2/3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 2/3DL REACTION HOLDDOW TRIB.LENGT 343 TRIB.LENGT a 4 11649.34 14.5 4.5 6 13105.51 17474.01 765 1020 680 120 1066.67 2645.67 STHD 14 RJ 1350.00 3210.00 2612.33 2377.33 #DIV /0! 0 0.00 0 0 0.00 STHD 14 RJ ; STHD 14 RJ _ #DIV /0! 343 See beam calculations for added overturning load TRIB.LENGT a b c d a WALL SEGMENTS b b b c c KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wo12540t4320 d d qa 0/90 SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. 6/4/99 PAGE 7 15.5 15.5 19.5 25150.09 0 0.00 0 0.00 1521 a 4: 1 MIN PLATE NAILING 11 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /0! #DIV /0! NA NA #DIV /0! #DIV /0! 0 0 0 0 0. #DIV /0! . s JQ Mo= WaII(DL) Floor,Roof(DL Mr= T =C NI REQUIRED #D MO! #DIV /0! #DIV /0! #D IV /0! MIN PLATE NAILING #DIV /0! INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 25.5 6 13.5 7.5 2.5 296 Mo= 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 33 INC O.C. WaII(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 R� I 5 32.5 0 0 0 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 59854.1 0.00 0.00 0.00 - 1393.62 #DIV /0! #DIV /0! #DIV /0! NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 c? EZ 2/3DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 213DL REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 ~ w� J 2/3D!- w U REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 F- w w J 2/3DL REACTION HOLDDOW a WALL SEGMENTS b c TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359x_1997 -7 Lateral analysis wo4.544't.4320 d d SHEAR V WALL TYPE 6/4/99 PAGE 8 1 M \KAM99\ 99044V Cl(14d,?1 1)6 01 1i99 1; ;iheot. I L WIlkslatKxl NaPiatIS L 'Art _4 II III o�l III ill II� I I II; II I II I II. I MOM- 0. LATUAL S ' ' ___ I Jce PG : 99o14-21 �. _. ... pp Architects, P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 .. . _.sue Tryon Concepts Date By Description PERMIT ISET `nom I ..Y,._. a smammaraisasarsoi' PLAN # 2359 This DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT ., .. ... 1 M \KAM99\ 99044V Cl(14d,?1 1)6 01 1i99 1; ;iheot. I L WIlkslatKxl NaPiatIS L 'Art _4 II III o�l III ill II� I I II; II I II I II. I MOM- 0. =t LATERAL i ML II I I Kappler cts, PS. Ka ler Architects, 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 -5318 -. '� on Concepts Date By Des 1tion r dolts M art PLAN # 2359 THIS DRAWWG 6 a COPYRIGHTED AND a THE EXCLUSNE PROPERTY OF THE ARCHITECT MI ( M \K.A.A \99\9 \99044; 06 04 Pi99 l,J(itH, `ii t rril Workslalx's Naltk7n;i z 0 0 - age FNCLUDIT Fr ELEV. A q j - U LJ . - — —ID [ Joe Na : 9904+ -21 I Kappler Architects, P.S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641-5320 * Fax (425) 641-5318 'Tryon Concepts Date By Desaptcn earn s PE1,1" 15E. ME PLAN # 2359 THIS DRAWING IS n COPYRIGHTED AND 6 THE EXCLUSIVE PROPERTY OF THE ARCHITECT Ell IN ME A1 \99. \991 1 Iil i. 1 l`ta i ) IkI99 I- ,1l;;':' ;;unit l!I W flOaI i'i ii 1h SHEARWALL SCHEDULE C 4- SR1 - a v 1 < i 9M/101.1 0N l6'N 011114 P E 91100 ener0NY i1Y14 1149 91910r , te +1Vl■N 1d 401 1}I)0010 9191Of Ifl r 11YN 1d 401 01 1VN ury anuoa jM L0OA '40110110081 `a•OvO1 1100ROTY c - 1 5A' • 4' Rd • C INS •Q• 1A'G16 SCE OR 5d COOLER 0 . 4 540 GM RE SIDE FOR L • SA• • 4• I441 • 10' hi, a b" 0 YY GUS TYO 5; 5A' • 4S• ad • a' Lid • i• G2-4 OR Mr • 411' NI • 4.' lid • S SA' Gib Too SIDES P-4A - 5A• • 4' 4,e • 6d • S . P•i SA' • • 4' bbd • •5 iid•S P 5 A • • • 32 lid • • 4 lid AC VI N . OAA P1.3 OE SCE SA' • • 24' lid • • 3' NO • 3' P1-314 USE S• STUDS n 5A' • • 24' 5i lid • 23 lid • S' PANEL EDGES 5/11' • li' ()) ROCS (2) RCM PI.2 USE St STUDS Rd•5' I d•4' 51105 (2) !MS STAGGERED COL RN (V ROM vffi O3B. T3P SIDES P2 -4 STAGGER'S EATWOG JOINTS 17) STt 5 • 5.3' • IN lid • 4' bid • 4' STAGGERED PANE. EDGES RN (2) RIMS (2) ROLE P2 -3 5A'•TY Rd • 3' RC • 41C • 3' DBL RN I PjL h q. 4 F.. 516• • 4' SKI • 5' Lid • 5• a FOUNDATION SHEAR. WALLS &a4• SYMBOLS & LEGEND p v PONT LOAD FRQ't A60NE PONT LOAD FRQ'I ABOVE AY LOAD•G PONT LOAD TRAM/MRS ° DWN e P-PP LOen TTEdd.SFfiBNG D474N L6• LC:- .D44G HANGER [] PONT LOAD TRANdFEREO 67 KI[]M• r HOLD DOW L$T34 SIZE DESKd4ATION PLOOR 6EL C _ dr TO OE USED Q4 DE81GNATiOn! STa _ NOIBIO'RAL STRAP LR134 SUE DESIGHAT44F4 O NDIGGTES BEAM GA OLATIQ4 nuT44 WOOLED NUMBER T •. •.. ABOVE = WALL BELAY yQjE4 UHLES6 OT ERCASE NOTED. BGiEERNG ANO CALOLLATIOM ARE NOT PROVIDED P4 THESE DRALING& —• 16 �F �- EMENT OF SHEAR LOLL T :' OF SWEAR USU. SHEAR NOTES 12E20 .031110A L SEE CALL ATICS6 FOR DESIGN =TERIA GENERAL NOTES L ALL SF€ARiLlS SWAN a T4E RDOR PLAY ARE FOR LOLLS 04 TWAT LEVEL. (TYPICALLY SW LN SHWA 2. ANC4CRAGE lb FOR I. EARELN LS(PANELS) ONLY. U3E RE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS. MAILS !'LACY 5E SPACED a !6' OLIMLV) PER TABLE 23 -1-0. 3 WERE P.ORTICA46 OF WALLS ARE NOT DE5G 4ATED AS SPEAR PANELS TWIN SHEAR DETAILS DO NOT APPLY. FO-LOW 4531 U8C. RECUIRE7' 4TS. 4. PROVIDE TWO STUDS AT ALL .4OL.LL DC>;:N LOCATIONS. 5. SEE MANFACISIVERS REGIRSTENt9 Al0 DETAL.S FOR EAC14 TYPE OF WILLOW. STRAP. NO COI.ECTOR FOR • ISCPElR SOTAL✓11I04 a. ALL PLYYOCO OR GYPS{H S4EAR86LLE SHALL BE APPLIED SCRIZCNTALLT OR VERTICALLY ON STINK EOGES SHALL BE STAGGERED AT CENTER CF 3110® AND B-00® PER SCLEDtLE 1. DO NCCT OVERDRIVE MILS INTO SWATWFG. 1. STAPLES OR Ste - ?- PCT 14 ACCEPTABLE ALTERIATWE TO NAILS FOR DESIGNATED SWEAR WALL PANELS UNLESS PRE- APPROVED 6Y TFE BUILDNG OFFICIAL P OC•F 1 FLOOR 54.4EATWP4 L ROOF SWEATIRC• 1A6' 056 APA RATED 34EATW110 (24A01 LAY UP IV N14111 Yr CLEAR SEMEN PANELS TO ALLOY FOR EXP AMUCK NALPG SHALL BE Rd AT a' oc AT PANEL EDGES ATO 3' oc AT NTERIEDIATE SUPPORTS PROVIDE EDGE ars • 24' OL • ALL 4l4SFPORTED EDGES. ALLO4A&E DIAPHRAM SSEAR•DONDS24142p•( 2.. A.00R SHEAS*Cs 3/4' CDX T4G APA RATED PT.YWDOD (4&T4) FOXED AND GLUED. AD4E54VE SHALL COfORM TO APA SPECFCATICN MG et PROVIDE TAG EDGES AT LOG PANE. EDGES. NA.'LNG SHALL BE MI AT A' x AT PANEL EDGES AND I ' a AT OTT 'EDIATE SNORTS ALLONBL.E DIAP!RiH 6EA61.2TS;:O -T1lpRr 3. PL111COD SHALL SE LAO T FACE GRAN PERPE'•W IGLNR TO 3ta'PORTS A40 160 I MAIN FLOOR SHEAR WALLS scut 4W wine Oti.EROSE NOTED J i 1 11 • IIISAPINALL UPPER FLOOR SHEAR WALLS 5cer ur SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS geallantalb I CO Co U? • Co (0 a.: a S, (n c CO 0 ' * . q) ) o cr. (0 CO z ° �� v .1 Le. co co x-21 1 1997 UBC S3 ELEV. A x A' - r 16 "ALDER 20' SITE FLAN FOR LOT 14 SCALE : 1'=20' 10' REAR SETBACK L_ (ON f' SETB N8, '45'26 "W i N87'45'26 "E 55 ' 14 7532 S.F. 1!1A t r '•OLE SETBACKS �ERGSTROM PLAT FRONT : 20' STREET D ii ADDRESS : S : REAR : 10' A — R LOT AREA : 1532 SQ. FT. SIDE PLAN •: " 2359 SIDE : 5' OILNER : TRY ON CONCEPTS ADDRESS : PHONE : TAX : LEGAL DESCRIPTION : SEE ATTACHED 150TH ST. 12' JULTILITY SETBACK LINE WATER METER — STREET LICHT JOB r 99123 -21 FILE ": PLAN '2359 DATE: 6/4/99 REVISED DATE: Kappler Architects, P.S. 13400 Northup Way, #33 Bellevue, 11a. 98005 tel 425 -641 - fax 425 - 841 ° 1a Site: Homeowner: Builder: The PROPOSED design *COMPLIES* COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15a Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description Floor Glazing @12e Doors AG Wall Ceiling Infiltration WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/02/99 FILE: M: \ \KAA \ \99\ \99044 \ \PLAN2359.WS R19 vented Joist 16oc * * ** 2g1 vinyl clr /air Wood 1 3/8 ", solid flush R13 STD Lap Wood R30 blown Attic STD baffled Standard Air Sealing Struc Mass Yit Frame, Sheetrock walls with 1997 WA State Energy Code. REFERENCE 401 * ** Page "1 Analyst: NMS Jurisdiction: Utility: HOUSE ID: TRYON CONCEPTS #2359 House Type: Single Family Floor Area: 2359 ft2 Weather Data: Seattle, WA Climate Zone: 1 PROPOSED 372 Btu /hr -F * ** kWh /ft2 -yr Reference Value X Area = UA U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 1702 49.4 353.9 141.5 55.6 15.7 2439 141.5 1702 52.8 20908ft3( 133.9) Reference UA 400.8 Value X Area = UA 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. ** 1702 69.8 292.7 14.3 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) 372.1 2359W `q°- ::ROV7 AMI Denotes non - standard values check calculation of thermal valu WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 06/02/99 FILE: M : \ \KAA \ \99\ \99044 \ \PLAN2359.WS HOUSE ID: TRYON CONCEPTS #2359 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: PROPOSED Electric: Zoned 100 0 a Design ACH: 0.60 Design Load(at 44F dt): 26473 Btu /hr Total Load: 26473 Btu /hr System Size(Output): 11.5 kW (1500) Average Annual Heat: Annual Cost: * ** * ** kWh Ventilation System: Integrated Spot & Whole House Cooling System: SEER: 0.0 ( ) Cooling Load(at 4F dt): Btu /hr System Size ( %Over) : tons ( @125 %) Annual Cool Requirement kWh /yr GLAZING ORIENTATION Solar Access: Partially Shaded PROPOSED PROPOSED South ft2 North ft2 Southeast : Northwest : East West Northeast : Southwest : Eff S Glz bqq o/9& 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 WINDOW TOTALS ROOM NAME WIDTH oN FEET) HEIGHT (IN FEET) AREA (IN SQUARE FEET) QUANTITY (HOW MANY) TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) LiVING 6.00 5.50 33.00 1.00 33.00 159.74 ENTRY 1.00 5.50 5.50 1.00 • DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.72 1.00 NOOK 6.00 6.67 40.02 1.00 40 FAMILY 8.00 5.00 40.00 1.00 TOTAL MAIN UPPER FLOOR MASTER BA"fH 4.00 4.00" 16.00 1.00 16.00 M. BEDROOM 7:00' 4.00 28.nn 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 4.00 3.00 12.00 1.00 12.00 LOFT 3.00 5.00 15.00 2.00 30.00 TOTAL UPPER 133.00 SUMMARY TOTAL GLAZING SQ. FT. 292.74 TOTAL HOUSE SQ. FT. 2,359.00 Glazing % 12.4% JOB NAME: TRYON CONCEPTS JOB NUMBER 99044.21 Copyright 1994 bcp DATE: BY: 6/2/99 NMS 6/2/99 GLAZ)NG.xis I. I • )1 A ) R ADDITIONAL INF E CIVIL ENGINEERI CORDING #199907260 • TORM WATER FER TO KING ESIGN MANUAL 25'•0' 4' SIDE SEWE MI AND 10'•0' MIN AW Y FROM DRIVEWAY SANITARY S '' E STUB OUT 1E476.10' DRIVEWAY SECTION 0.0 1 r 0 2,1 SLOPE PHONE : (425) 2 -651 TAX °: - LEGAL DESC' PTION - 4' EXP. AGO. CONC. DRIVEWAY 2' sir CRUSHED ROCK • Eft RMATION G DRAWINGS 1 980 EE • r. 55. ' PROPOSED TOPOG HY PATIO PLAN #2359A __ T IDE' ALK _ G RAPHY ` . �,a L bk MAIN - ETar 1 10' REAR_ ' ETBACIC I•' I t i e ARAO E o 18t0' 16 3' CONC. DRIVEWAY 15% MAX v ►' S - 1�5OT SETBACKS FRONT : 2 REAR : 0' uI n v( wII and V t SL'L • !VISION : =_ ST �r[•1.1 ET ADDRESS : XX S. 50th ST • AREA : 1 8 DDRE55 1442 SE AN': PLAN '235 • >'J 5 Ft, r:( 2 E .15,(9:: 9 U,NER • TRYON •NSTRUCTION 4th ST. NEWCASTLE i PLAT FL accirprancej the Pu*A41 I 3 , •0 . a 3 erm l�hw�W SUa 1 G _ > _ wind • • ' !ationS ces .nr .14 .02 039.5.R11 11 @MS CE CLEARING L MITS TO BE PROPERTY LI ES - FO EROSION CON OL USE STRA ON HE DOWN HIL SIDE OF LOT APP X. 50' YARDS 0 EXCAVATION TO 'TOCK PILED IN ' EAR OF LOT IND CATES EXISTING ROPOSED NA , RAL DRAINAGE ATTERN R SURFACE WATE ONTROL SYSTEM, COUNTY SURFACE I SCALE SUB ST P HOUSE TO BE BUILT GARAGE RIGHT , G S87'45 6"E CORRE(. ION LTR# -a W Nsh NOTES: WATER LINE TO HOUSE /\- `2 lMMIl voiik•J 11agAU ll _, C • . C, SID V ALIC • 8 7 I STO M DRAIN STU OUT _ _ , HYDRANT t .' II �. TY K R , E er cI, 1340' Northup Way, 33 RE . IVEU Bel vue, Ha. 98005 to 425 841 - 5320 CITY O' TUKWILA f 425 -641 -5318 9a- 1. DRIVEWAY PAVED FROM 5.150th TO GARAGE 2. SD. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3, 555 PIPE 15 6' SDR 35 ON A 4 % SLO 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER IS F 5TTT t £- 5. WATER SUPPLY CONNECTED TO WATER METER BY WET TAP 6. SITE WILL BE PERMANENTLY SEED MULCH BY BY OWNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOINNILL SIDE OF THE LOT TORM DRAIN ATER SUPPLY CU OUT 4' METER 1 = 186.00' 1 IIIIIIu rt th the � 0 axle SEP PERMIT 014? leflq TER !Nair 1 11,5012ds lam 111111111111111111 1 101111 ' Side Elevation Rear Elevation Side Elevation Tryon Concepts PLAN # 2359 Master Bed. 16'0%13'1" Bath Bonus 15'6"x13'3' HaL 6 M. Bath 111111 — • _ • Al Yr' It' 11'11'4:1'4 I Ill © coma. tortanisaao wona KAMER AMOCIATE13 ARCOMEGT8 , • , Bed. #3 Bed. #2 Upper Floor Plan 4 Covered Porch \-- if ..., "s '! .4.4. „ / A MAIN FLOOR 1204 SF UPPER FLOOR 1155 SF TOTAL 2359 SF SF GARAGE 536 SF DECK I PATIO 126 SF SA. FOOTAGE i5 tlEASUI,PD TO TNE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE N CALCULATION:5. OPEN TO BELOW. SPACES GARAGES ARE NOT INCLUDED IN CALOJI,TIONS. Main Floor Plan 4- C\ k SQUARE FOOTAGE DRAWING INDEX AL CODE NOTES A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING AS. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2. STANDARD DETAILS SI. LATERAL DETAILS S2. LATERAL DETAILS S3. LATERAL WALL SCHEDULE H Fatally 191NITIO' 411 Garage d COFYFUGH: UNPVIM 0" Patio 1(YxBY Hall Entry Nook Kitchen Dining Livin 13'6102' • FILE COPY CITY OF TUKWILk APPROVED SEP 2 2 1999 As SOlE I that the Plan Check c7,'. o;:,1 SO errors and omissions end of plan: toes not authatite ea violation of oy adc7ted code of • WORM Most of contractor's ..PY of approved giallteNald0. Da% 17 SEPARATE PERMIT RE9UIRED FOR: HANICAL 07 CTRICAL UMBING err GAS PIPING CITY OF TUKWILA CUiLDNG DIVISION COVER SHEET Cip RECEWED Cfre0F1UKWILA PR,41, C,,,tre;1, [ Al I _ SHCET 1 LOB NO .97 UE,C1 `.� 717, . : Kappler ,architects, PS 13400 Northup Way, Suite 33 Bellevue, Washington 98005 1 25) > * (42 ,) 641 5320 Fax (425) 641 -5318 STANDARD CODE NOTES Date By Descptu)n ' , 'F.F" `' - I ` ASNIN6fDPi , a 0; II. THIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRATED CONSTRUCTION 1997 UBC. THIS DRAWING IS © COPYRIGHTED AND IS THE EXCI !VF. PROPERTY 1F THE ARC;HTEC K"I 1 a ° s Y e Y a Vei tga ri DILL 4 Al I )i 7 All SHEET REVISION DA1 E-- 01 r VI r fim i � i 1¢ Omit; OtZ R +WW1! Mal i as EaeY4 - i b$� 1 3 1 €' tint a ,T1 1 � s 4 ° A R °s r° 9 /99 71 .1.'; Aq 14 ill' i gel 10 4Fitiliri U 1 :i q ` y 'It g a 4 4 f lw 4 141 $: X 4 ag a g Y S A E I it ' a lip I .l I ti W C /a � s s i lifir P g g I w wig gggi 4444 I Pz F A A R p 1; L1 1 $ .1441141 VW 4 1 it Jig ii ° � /11 14 1411 §_ Im —, 4 t ags° ° 1 f il6 a }i , le y �� �6 � i � i � i � 6 S3 a li 1 5 0 Y 1 � , [[ 4f V ; 1 IU1 I 1 I Fi A i t ; !fl h i Y Ili H ra Y 1, I i' I roi s ,i1:4 I 1:11114 t ii 6 _ � � �!� a two! Mil l;,1 ��E z 'R �r 6i it =I Virg ilu J q 1, 1q1 id e 66 E Q i t 4 '`i g ,1Pz § i Y t 4 1 E6 i I i li va 3 o � ied J4 Oilfg° Et M- =.ES A I - k I S se S �A sa s 4 W nv > g 01 141 Alt :I' 1 3 Y i ° 4 • • I I li ,f1 21 Sf a I 3 " !t ; 11 Oe 1 4 s1 gi 6 �t I " 11 i kk - O Patio CONC. 1 ---_. _. - - -._- I (FP -I ) L - - 7 - Ira iiiii I � 111 r ? -9 3 -' ' -W3' ' .- -- 2' -0 L 5' -2 S' -2' -2' 13'4 I - � -1 U fa I ., L__ 1E41 F L ^ , 1. � I - ©._ [[t } .- rP-i I` i� -- ---. - r � - I - , - � I ., ( FP -I 1 L /Il.....9S% ..,,,, ... 5�64AMIfANQO _ I J -0' Jrp....•7. I 1 B I_ � II = IIIIIIlfI■IFl i iIF 1 a...— mamL7_. —I -4' 9 1 ( FP -I I 9' -10 3/4' I I 5 - -J =; CO S'-'.' L i i i L Crawl ' I' -114' in En •.:..: _ { f i 11 iii awainspazei FP -I In—. 20 -0' 20-0' 40 -0' 1 FP -2 OR DEFEND36 ON GARAGE CRAWL SPACE VENTS I. CRAWL SPACE AREA 1704 OF 2. CRAWL SPA= AREA /my OF VENT AREA REWIRED 3. TYPICAL VENT SIZE • 14'x8Sc15 (15% EFFICIENCY) • 58 SF PER VENT NET FREE AREA 4. VENT AREA / 58 • 1394 VENTS REQUIRED, 14 VENTS swam TS SHO (SEE PLAN FOR LOCATION) b. VENTS x98 • 017 SF CF VENT AREA PROVIDED. 1, VENTS SMALL BE COVERED WITH CORROSION RESISTANT WARE MESH WITH OPENINGS CF V4' MAX S. VENTS LOCATED IN RIM JOIST MUST OF PERMANENTLY BAFFLED. WSEC 50214,1 40-0 P-241 FOUNDATION /MAIN FLOOR FRAMING PLAN k1 V -0 FP -5 ) 2' -0' ALL FLOOR JOIST ARE: 2.10 AT i6'oc SEE DIV. 06100 OR F -8 ALL FLOOR JOIST ARE: II - /8' TJI FRO 150's AT 192' oc VERIFY W/ SHOP DUKsS SEE DIV. 06100 START FRAMING HERE C I GENERAL FRAMING NOTES I FOUNDATION KEYNOTES I I � - J ( F' -2 FP -3 ) ( FP-4 ) FP -S� ( FP -6 ) FP -1 FP -8 ) FP -9 ( F`r -10 ) ( FP -II ) FP -12 ) ( FP -I3 - ) 2 •4 BAR EACH W RI AY OR 12' SOLID TP W/ ( FOOTING PER DETAIL I64DI (Fp - 30'X30'Xl• MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WAY OR 15' STRIP FOOTING PER DETAIL 16/211. 36'X36'X12• MAT FOOTING ON SOLID SUBSTRATE W/ (2) 4 BAR EACH WIRY STUB STEEL I2' INTO SLAB • 12'oc (FP -10) (VP-fl] FP -18 ) [ FP -I9 (F -20 ( VP -21 (Pp ) (FP -23 FP -24 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3, SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNEAW MECHANICAL, PLUMBING, AND ELECTRICAL, 4, TRUSS DESIGN BY MAdR, TRUSS PLAN 544004 IS FOR GENERAL LAYOUT ONLY SEE DIv, 6100 SHEET A -I TRUSS LOADING SEE DIV- 010001A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' oc. U.O. 6.ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 1. RAFTER TAIL 244_ VERIFY a. ROOF TAIL AND RAKE OVERHANG PER ROOF PL4SL 9, ALL HEADERS ARE 440 DF 2 UNO. PROVIDE (I) TRAI MER STUD UP TO 4' -0' SPAN AND (2) TRIMMER 5: JOS OVER 4'-0 UNA. SEE DIV. 06100 SHEET A -I CONCRETE STEM WALL 8' WIDE WITH MIN 15`x1' FOOTING. SEE D -TAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE 579-7 WALL 6' WIDE WITH MIN. 12'x6' FOOTING. SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -I CONCRETE SLAB ON GRADE SHALL BE 4' THICK STEEL TROWELED FINISH, 5/ 6,46 0.44154 WU.F ON 4' GRANULAR FILL. SLOPE 2' TO DOOR PROVIDE THICKENED E DGE AT DOOR SEE DIV 3 SHEET A -I 6x6 POST ON CB6, I' ABOVE SLAB ON 36,36'x8' MAT FOOT)). ON SOLO SUBSTRATE 11.1/(4) •4 BAR EACH WAY. SEE DIV. 3 51-FEET A -1 CRAWL SPACE VENT, SEE CALCULATION BELOW. SEE Div. I SHEET A -I ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' o G UNO. 14' MIN STUD LENGTH PER SEC SEE DIV. 6 SHEET A -I 4x10 BEAT LINE. MIN, I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEE Div. 6 SHEET A -I 4.4 POST (SCAB POST AND BEAM WITH 2444) ON 90• FELT ON MAT TOOTf UNO, PROVIDE 4x6 POST • BEAM SPLICE 4 POSITIVE CON- NECTION FRCI'1 POST TO FOOTING. SEE DIV. 6 SHEET A -I 6 MIL BLACK POLYETHYLENE GROIED COVER ON GRADE. SEE DIV. 1 SKEET A -I ELECTRICAL SERVICE: PROVIDE (I) 2 IR' SCHEDULE 50 PVC CONDUIT FOR ELECTRICAL SERVICE AND (II S /8'48' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. 16 AND VERIFY WI 517E CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, HVAC, ETC. AS REQUIRED 03'x24' CRAW- SPACE AC INSULATE AND WEATHER STRIP. SEE Div. 010022 SHEET A -112 PRESSURE BLOCKING OF SAME SIZE AS ADJACENT JOIST. FLOOR JOIST SEE DIV. 6 SHEET A -I 448 BEAM LIVE, SOLID BLOCKING BETWEEN JOIST OVER SUPPORT. SEE DIVISION 0600 SHEET A -I PROVIDE SOLID BLOCKING TI-IRJ JOIST SYSTEM TO PROVIDE SAME AREA OF BEAM SUPPORT AS ABOVE AND BELOW SEE DIV. 6 SHEET A -I MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS EXTEND PIER 2 IS' BELOW SURROINDING GRADE 3' DIAMETER STEEL POST EDGE OF CONCRETE SYMBOLS & LEGEND POINT LOAD FFOM GROVE W/ LOADING POINT LOAD TRANSFERANG DO1.N POINT LOAD - ��3'� - -F = -� _.,1.4 iiV LCADIW- CITY OF TUKWI HANGER APPROVED POINT LOAD TRANS°ERED BY KICKER SEP 2 2 1993 AS SDIED HOLD DOWN WITH SIZE DESIGNATENILDiNG SILOS ON VERTICAL STRAP WITH SIZE DESIGNATION TO BE 1.9 CGN FLOOR BELOW STxx , HORIZG4TA?- STRAP WITH SIZE DESIGNATION INDICATES BEAM CALCULATION WITH MDE)OD NRT'IBER JOB NO EXTENT OF SHEAR WALL TYPE OF SHEAR WALL I WALL ABOVE IIIMPESEIr WALL BELOW ATE: UNLESS OTHERWSE NOTED, ENGIS>EERWG AND CALCULATIONS ARE NOT PROVIDED IN TI-ESE DRAWINGS. ""b q qQ /% u 'I TT V ERNUT 0L.0EF (b C'') LIJ NT CO CO CO Lo LO CO NT CO 0 LL O > 01 -S O CO CW 0 z 0 O Q) Ln N CO m � TaL SHEET 99044 SS'LARE FOOTAGE MAIN FLOOR .1204 SF UPPER FLCOR 1155 SF TOTAL. 2359 SF SF GARAGE 536 SF DECK / PATIO 126 SF SQUARE FOOTAGE I5 MEASURED TO THE OUTSIDE FACE OF WALLS. STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CAL,ILATIO.S. ;HEFT 5 — CITY -�F nap511uELEV. A JUN 1999 PERMIT CEPIT=R 10-0• FURL 8050 16010 OVHD DOOR I' -101/2' GLAZING CALCULATION TOTAL SF OF HOME 2359 SF TOTAL SF OF GLAZING 29339 SF TOTAL % OF GLAZING _L2,4 % 6F. M CALCULATED LONG THE REQUIREMENTS SET FORTH N THE WASHINGTION STATE ENERGY CODE REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY CF PERFORMANCE COMPLIANCE FarnT °y CARPET 20' -0' l P - 16 j I' -10 l,2 - 40.0 F5' -1• r P_12 t) 6068 CO S Patio Cont. Nook P-12 Entry TILE 3 P -4 Covered ' Porch CONC. 4 I/2' 5 ' - SYMBOLS AND LEGEND ® FAN DIRECT VENT TO OUTSIDE -BATHROOM/LAUNDRY 50 CFM MIN. - KITCHEN 100 CFM MN. -WHOLE HOUSE FAN 100 CRM MN. Vf00 WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CR-1 MN., VTO (D THERMOSTAT • 50' ABOVE FLOOR 0 ITV SMOKE DETECTOR PER IIBC WITH BATTERY BACKUP INTERC . FCTED Op 24 HOUR TIMER TO U4-10LE HOUSE FAN P -9 F-4 0.13/4' 6056 20' -0' 36311 Kitchen VINYL 13 0 -0 rl /�- 1 3,4 MAIN FLOOR PLAN MECNANICAL, FL1S %RUG, AND ELECTRICAL SYSTEM FOR WITS: PER DM 15,16 SEE SHEET AI RY32 lH A. PROVIDE 0 DIAMETER FRESH AIR INTAKE FROM OUTSIDE ?O RETURN AIR PLENA AT FURNACE U.11114 MOTORIZED ELM DAMPERS, B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING TOP AND BOTTOM C. PROVIDE RELIEF ONE Pt.:MED TO OUTSIDE. GENERAL PLAN NOTES OCCUPANCY SEPARATION: i i) LAYER 5/8' TYPE 'X' GWE. TO ALL WALLS AND CEILINGS CF GARAGE SIDE FROM P031D431ON TO SHEATHING. WRAP P003 AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I CP` 1 1 P -3 1 l P - 4) P - S _ P ( LP - 8 l P_5 f p -Li l P 1 P- LP -14 j �P -15 I. SEE COVER 51 FOR ALL GENERAL NOTES AND REGUIREMENTS. 2. ENEO3'3 AND AIR QUALITY 00ORIAT1 N SEE DIV. I? SHEET A -1 3 SEE BUILDING ELEVATION FOR 113N00/ OPERATION. SEE DIV. 8 SHEET A -I 4. SEE TYPICAL MATERIALS LIST G:. SEC - i SHEET 5 SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CCNCERNN'3 MECHANICAL, PLUMBING, AND ELECTRICAL FLOOR PLAN KEY NOTES 13/8' MIN. SOLID COrf DOOR 421741 SELF CLOSER TO BE TIGHT FITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 400 SHEET A -I6 A. HEADROOM MN. 5' -0', 01004 FIN. B. TREADS 10' MN. DEPTH, RISERS 8' MAX HT. C. HANDRAIL MIFL 34' TO MAX 38' 400 'E TREAD NOSING. HANDRAIL 1 112' MIN. TO 2' MAX_ CROSS SECTION DIMENSION AND 110' MIN. CLEAR FROM WALL, RETURJ RAIL ENDS. D. INSTALL FIRE BLOCKING AT STPU3Y50R5 TOP AND BOTTOM AND ADJACENT WALL,.. E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' 5125. F. INT'ER'MEDIATE BALUSTERS SHALL BE 5 W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV. 01006 SHEET 4 -I SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. UNNDOUS AT 3155 AND SPOILERS D. GLA217G IN DOORS E. WITHIN STAIOI.ELLS F. WITHIN 5' CF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -I EGRESS WINDOW PER IBC, SECTION 3104 SEE DIV. 05600 SHEET A -I IGNITERS FOR GAS FIRED APPLIANCES .N GARAGE TO 55 18' MIN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEET A -I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON - ABSORBENT MATERIAL TO 0 ABOVE ORAN INLETS. SEE DIV- 09250 SHEET A -I /2! LAYERS OF FLOOR SHEATHING OVER FRAMING 8 MAX RISER WITH 10' MIK RUN IF 0005 THAN (3) RISERS. HANDRAIL REQUIRED PER IBC, SECTION 1006 SHEET A -I 18 x24 CRAWL SPACE ACCESS. INSULATE AND ILEA7HER STRIP. SEE DIV. 010022 SHEET A -I 22 x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 614EET A -I FLOOR MATERIAL BREAK LINE WALL LINE A150, WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS. SHALL CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO U5C RE12IREMENT5. SEE DIV. 01002E SHEET A -I C. HEARTH SHALL CONFORM TO UBC REQUIREMENT. 5EE DIV. 010028 AND 5 SHEET A -1 D. 5/8' TYPE 'X' GII64 ON HOUSE 510E OF CHASE CLOSURE TO ROOF SHEATHING. L_ P -IIo , SEE 55l PLAN FOR EXTENT OF WALKS ) AND 0 0100 04 51 5 L p-'- 1 3' DIAMETER STEEL POST P -t3� 36' GUARDRAIL PER UBC 5052 A AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. 'B' VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE Div. 15 SHEET 4 -I [ 2 PLANT SHELF I rP_2� UPPER AND LOWER LINEN 005010T5 r ,.. SOFFIT AREA 2� INTEGRATED MAKE: UP 410 CAP( OF TIARA t 2x6 5TID5 W/ 5 -13 INSULATION MIN. APPROVED SEP 2 2 1999 AS NOTED 0011•Drisr, 057010 \I UPPED FLOOR/LOWER ROOD FRAMING PI✓� I GENERAL FRAMING NOTES L SEE COVER SHEET FOR ALL GENERAL NOTES AND REOUIRB" ENTS. 2. SEE TYPICAL MATERIALS LIST ON BECKON SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL. PLUMB., AND ELECTRICAL, 4. TRUSS DESIGN BY MAN.. TRUSS PLAN SHOW 15 FOR GENERAL LAYOUT ONLY SEE_ DIV, 6100 SHEET 4 -1 - TRUSS LOADING SEE DIV. 010001.4 SHEET A -I - TRA3S SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o,c. LINO. 6. ROOF PITCH- EXTERIOR PER ELEVATION INTERIOR PER SECTION 1. RAFTER TAIL 2x4. VERIFY. 8 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADEF ARE 4x!0 DF 4 UNI). PROVIDE (I) TRIMMER STUD UP TO 4` -0' SPAN AND (2) TRIF/1ER STUDS OVER 4' -0' LINO. SEE DIV. 06100 SHEET A -I l FRAMING PLAN KEYNOTES I SACK FRAMING AND SOFFIT AREA AS 1 REQUIRED TO ALLOW FOR HVAC DUCTING. SEE DIVAS SHEET A -I ( - RAKED PONY WALL ON TOP OF LOWER ROOF l F - � I FRAMING MEMBERS WPPORTINC- UPPER ROOF FRAMRY MEMBERS. C F_3 J ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM IWTH OUTSIDE FACE OF WALL c c ) UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS I TOP OF BEAM IS FLUSH WITH BOTTOM OF I F -6 I JOIST WITH NO TOP PLATE. CUT ADJACENT FRAM. MEMBERS INTO BEAM FOR ADEQUATE SUPPORT.. L. I ATTIC SPACE VENT SEE CALCULATION SEE DIY. 01002 SHEET A -f FLOOR JOIST - SEE SCHEDULE 0. F -A HE 110 SEE DIV. 06100 SHEET A -i ( ( F -9 S PLATE HEIGHT EE ELEVATIONS AND SECTIONS FOR ( F -ID SE E DI VE BLOCKING I � SEE DIV. 06100 SHEET 4 -I LF-11 JOISLUSH - TS OTTOM OF BEAM EVEN W/ 'BOTTOM I B 'BOTTOM TOP OF BEAM FLUSH W/ TOP GF JOIST AND 5E/, I r -12 I EXTENDS DOWN BELOW JOISTS L F -f3 } TOP G 01140 5' BELOW TOP OF JOIST TO J ALLOW FOR NVAC OVER BEAM AND BEAM ELLMP5 DOW, BELOW JOISTS 2X6 O'VERFRAMIW 24' CC E -15 j 2X6 CMLiN's iOISTS x 24' OC � I F -4 CITY Of TUKWLA APPROVED SEP 2 2 1999 As NOTED BUILDVG DIVP°ION SYMBOLS & LEGEND 0 p, / POINT LOAD FRC, ABOVE POINT LOAD F ABOVE W/ L040110 POINT LOAD TRA,ISFERING ^G4N v • . • POINT LOAD TR DCUN W/ LOADING 4 ▪ POINT LOAD TRANSFERED BY KICKER I�Q � d HOLD DOWN WITH TOE DESIGNATION • VERTICAL STRAP WITH SIZE DESIGNATION -'F TO BE USED ON POOR BELOW STxx. _ HCnld...T ,TRAP um SIZE DESIGNATION n INDICATES BEAM CALCULATION WITH i NDEXcD N ENMB WR EXTENT OF SHEAR WALL � - ' TYPE OF SHEAR WALL 1 — ' —I WALL. ABOVE 111ZWISSMt WALL BELOW NOTE: !UNLESS OTHERWISE NOTED, EFIGINERING AND CALCULATIONS ARE NOT PROVIDED IN THESE DRAW botct- Di CITY OF TUKWILA tJ "s 1999 PEPWITCEMER TITLE JOB NO 01044 21 SHEET ►4 I61-11 K 8-3 V2' / K l 1040 / 8 5G36 TUB Mstr. Bath M 5 VTOS 3 3046 - - 15) 5141-VS. - - _. _LINEN m -1' v 3' -9 V2' - L2 - -1 V8' 3 3' -10 3/8' P 5D � Y1 2 20 E E .• 1 I �F L _ R I C 2680 / _ VTOS V Bath L 5@BP C 4 J ART HITCH W/ +42' SHELF t'0 B Bdi't71 #2 EMI D D L _� P -4 WALL LINE BELOW ROOF LINE BELOW SYMBOLS AND LEGEND © FAN- DIRECT VENT TO 'OUTSIDE -BATHROOMS/LAUNDRY 50 CFM MN. - KITCHEN 100 CF-I MIN -WHOLE HOUSE FAR 100 CF 1 MN. VTOB WHOLE HOUSE EXHAUST FAN CONNECTED A 24 HOUR TIMER - 100 CM MIN, VTO THERMOSTAT • 50 ABOVE FLOOR U' 110v SMOKE DETECTOR PER UBC WITH BATTERY BACKUP INTERCONNECTED v 24 HOUR TIMER TO 1 410LE HOUSE FAN MECHANICAL, PWYONG, AND ELECTRICAL SYSTEM FOR itlTB: FER DIV. ere. SEE SHEET AI A PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLEVU I AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO MAIM. TOP AND BOTTOM. PROVIDE PRES&!RE RELIEF LINE PLUMPED TO OUTSIDE. I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P I OCLIAPANLY SEPARATION, 1 APPLY (I) LAYER 5/8' IT °X' Gib._ TO ALL WALLS AND CEILNG5 OF GARAGE SIDE FROM FOUNDATION TO SHEATHING. WRAP P 05T AND BEAMS. APPLT (2) LAYERS TO TI1J55E5 AND TJI FLOOR .1015T. SEE DIV. 010025 SHEET A -I P -2 J ! 3/8' MK SOLID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING SEE DI, 01002.5 SHEET A -I ( STAIR ASSEMBLY NOTES: PER UEC SECTION 100 P 3 SHEET A -. A. HEADROOM MIN 6' -8', WIDTH MN. 3' -0'. 8. TREADS 10' MIN DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN 34' TO MAX 38' ABOVE TREAD NOSING. HANDRAIL I ID' MIN TO 2' MAX. CROSS SECTION DIMENSION AND 1 ! ' MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. NSTALL FIRE BLOCKING AT STIONC RS TOP AND BOTTOM AND ADJACENT WALL(5, E. COVER USABLE SPACE UNDER STAIR W/ 5/8' r E 'X' G.W.B. F. IN1tI•a BALUSTERS SHALL BE SPACED W/ LESS THAN 4 BETWEEN BALUSTERS. SEE DI, 01006 SHEET A -I f O _ 1 SAFETY GLAZING PER UBC, SECTION 3406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND BHOUERS D. GLAZING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 055 • SI-EET A -i. P-5 l EGRESS WINDOW PER USD, SECTION 310.4 SEE DIV. 08600 SHEET A -I -6J L P-1 P -g j P -9 P -10 [ P -II 1 F -12 ; r P-13 , F -14 [F -I5) P - 2 0 1 L SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR G UAILITY INFORMATION SEE DIV IT SHEET A - 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION see DIV. 0 SHEET A -I 4. SEE TYPICAL MATERIALS LIST ON °E CTI 1 SHEET 5. SEE COVER SHEET FOR ALL NOTES AND RECUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE I8' MN, ABOVE TOP OF SLAB. SEE DIV. 15 SHEEP. A -I COVER WALLS ADJACENT TO TUBS AND SHOVERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS SEE DI, 09250 SHEET A -I 121 LAYERS OF FLOOR SHEATHING O -ER FRAMIMa. 8' MAX. RISER WITH 10' MIN KIN F MORE THAN ...RISERS, HANDRAIL REQUIRED PER EEC. SECTION 1006 SHEET A -I 18 224' CRAUA- SPACE ACCESS. INSULATE AND !LEATHER STRIP. SEE DIV. 010022 SHEET A -1 22 230' ATTIC SPACE ACCESS W/ 302 HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO UBC REQUIREMENTS. SEE DIV. 010028 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO EEC REQUIREMENTS. SEE DIV. 01002.8 SHEET A -I C. HEARTH SHALL CONFORM TO UBC REGEJIIE: ENT. SEE DIV. 012028 AND 9 SHEET A -I D. 5/8' TYPE 'X' TAUS ON HOUSE SIDE OF CHASE CLOSURE TO ROOF SHEATHING. P -16 1 SEE SATE PLAN FOR EXTENT OF WALKS 1 AND DRIVEWAYS i P -Il ) 3' DIAMETER STEEL POST LP IS , 36' GU PER UBC 5092 A. Ai STAIRS SL AT 36' ABOVE STAIR NOSIN:36. [ B VENTFOR MECHANICAL. I' C LEARANCE ALL SIDES PER "E9C SEE Di, K SHEET A -I PLANT SHELF F-2; } UPPER AND LOUF_R LIKEN CABINETS 0_22 i SOFFIT AR L p -V 3 1 INTEGRATED MAKE UP AIR ? -24 1 226 STUDS IP U -I? INSULATION MIN. CITY Of TUKWILA APPROVED SEP 2 2 1999 AS ROftO BUILDING DI \,1110N J; 1399 PERMIT CENTER SHEET A5 ELEV. A Z ROOF VENT CALCULATION EASED ON 3 2 -V2= HOLES PER VENT BLOCK e - _ = D ON UBG SECTION 15053 TOTAL ROOF AREA 1952 SF/300 =651 SF OF VENT AREA RE. 50 % AT EAVE = 325 SF REQUIRED 50 % e 36' (MIN) ABOVE EAVE = 325 5F REQUIRED 6 ROOF JACKS AT 50 54 IN. EACH.30;/ 5Q. IN= ?_ 92 LF. OF EAVE VENTS AT 52 Q. NILF =4764 SQ. IN 352 5F 4__ GABLE END VENTS AT Q_ x 2 — = 0 60. IN. =0 SF 4 — GABLE END VENTS AT 0_____ x 0 . 2 SQ IN. =0 SF j 4 GABLE END VENTS AT DIA .8' SQ. 414. =114 SF TOTAL VENTS PROVIDED ROOF JACKS = 245 SF SAVE VENTS = 332 SF GABLE END VENTS = 114__ SF TOTAL SF OF VENTS PROVIDED = 6S4 SF • AREA MAY BE I/300 IF A VAPOR RETARDER I$ INSTALLED ON 714E WARM SIDE OF EWE ATTIC INSULATION. EEC 1505.31 • EFFECTIVE VENT AREA BASED ON A 30% REDUCTION WE T I/4' MESH 4x12 2t, 1 • I GENERAL FRAMING NOTES I I. SEE COVER SHEET FOR ALL GENERAL NOTES AND RECUIRiEIMENTS_ 2. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REdJIREMENT$ C/JNCERNMG MECHANICAL, PLUMBING, AND ELECTRICAL. 4. 'muss DESIGN BY MLJ' 8F. TRUSS FLAN SWOON IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A- - TRUSS LOADING SEE DIV. 0/0007A SHEET A -I - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROCF FRAMING FLAN 5, ROOF FRAMING SPACING, 24' oc UNA. 6. ROOF PITCH- EXTERIOR PER ELEVATiG4 INTERJOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. 5 ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. -�. ALL LEADERS ARE 4,0 DE .2 UNaO. PROVIDE (U TRII,E STUD UP TO 4' -E' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.G_ SEE DIV, 06100 SHEET A -I I FRAMING PLAN KEYNOTES _-1 BACK FRAMING 4140 $CEFIT ARE 4$ )J $EGUIRED TO ALL0t4' FOR HVWC DUC ?I*G SEE D$V.F$ SHEET A-I FAKE FONY WALL ON TOP :JF LaGER .iCf FRWMIWs MEMBERS $UFFORTING UPPER ROOF FRAMING MEMBERS. I F -3 J I ALIGN EDGE CF JOIST WITH FACE OF WALL ( ,_4 J ALIGN INSIDE WALL FACE OF BEAM LO, OUTSIDE _ FACE DC F E UF$ET - BOTTOM OF BEAM EVEN W/ BOTTOM GF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F -6 TOP OF BEAM 1$ FLUSH WITH BOTT'CM CT J JOIST WITH NO TOP FLATS. C UT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. rr ATTIC SPACE VENT SEE CALCULA SEE DIV. 01002 SHEET A -I ( FLOOR IS - 50HEWLE DWG. 1 ` " SEE DIV. JO 0 610 0 SHEET A -I I F 9 J RA SEE TE HEIGI-I ELEVATIO N$ AND SECTIONS FOR F- PR_$EUR2E BLOCKING J SEE DIV. 06100 $I -lEET A -i FOLUWU l$ - T$ HOTTOFI OF BEAM $i-EN WI HCTTCT1 F JO F -12 TOP OF BEAM FLUSH U TOP OF JOIST AND BEAM _� EXTENDS DOILN BELOW JOISTS F 13 TOP OF BEAM B BELOW TOP OF JOINT TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOU.NI BELOW JOISTS F_14 1 2X6 OVEENRAMING a 24' OC 11-;-15 2x6 CEILING JOISTS e 24' OC JUN I iti35 P= "Tt CENTER a POINT LOAD Mu"1 .ABOVE W/ LADING E POINT LOAD' {; AN$FEPING DOLLN Dus, POINT LC,_ ?i!.aS�RNG 00141 W: LOADING POINT LOAD FROM ABOVE HANG -ER CITY OF TUKWILA c: NT P LOAD TRANSFERED BY KICKE RO D SEP 2 2 1999 Q� AS NO HOLD DOUAI WITH SIZE DESIGNATION VERTICAL STRC $1114 SUE DE I 1 PiO1 0I\'ts $ TO LSE LURED CT FLQ 4- HELOW STxx _ ■40RLZONTAL STRAP UATH SIZE DESIGNATION C IP F LDICATES BEAM CALCULATION WITH J IICEXED NUMBER EXTENT OF SHEAR WALL - TYPE OF SHEAR WALL f WALL 4401E Mama WALL BELOW UNLESS OTHERWISE NOTED, ENsINEERR CA DILATIONS ARE NOT PROVIDED IN THE 1 WIN NDE 1.61 , Bedroom #3 . . ::. Bedroom #2 Walk In Closet . WIN 1-OR NOT ; aster ath i. ..1 . 7 9_ . LIPPER FLOOR UPPER F OOR 5:12 :2000 TOP CV BEAM * FORC - ' 411111.1111 11111111.1.2.111.111.1. 1 111111111 1 .111111111111111.1 ( R_R JETS PER Utility P...AN Nook --- --IA,.. \ TOP PLATE r.. W,1 14DR T. I WIN. FOR LW I : Living MAIN FLOOR • i a-. 7 MA■N FLOOR I_ SIDE ELEVATION 542 REAR ELEVATIoN &DM 5:12 Noma MENU .....-- WALL ---- 24' Di& GAELE BO VENT SIDE ELEVATION TOP PLATE WW1 WAR 1-IGT LEPER FLOOR OP FT ATP HOR i4GT TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. LSI - BUILDING PAPER: OW. 7) CI SHEATHING: (DIV. 61 I FRAMING: (DIV. 6) trisuuenompiv. SOFFIT: glIV. OWE (DW. 9) EXTERIOR WALL CONSTRUCTION r- a, I SIDING MATERIAL: vv. 1) BUILDING WRAP: (D MAIN FLOOR \ 4 SHEATHING: FRAMING. (D iNsur..vrioN. (DIV. OWE (DIV. 9) ET& IQLc()MTRUCTION FLOORING: F 9) suanooR: . 6) FRAMING: (DIV. 6) INSULATION: (DIV.?) SOFFIT: (DIV.?) TRIM:(DIV. b) WINDOW HEAD: 2x4 (WITh NO BRICK MOLD) JAMB 2x4 SILL: 2x4 30 SHI N A. L N0 1:116 7/16 OM OR EQUAL PER PLAN R-30 BLOWN.IN Ill RESAWN PLYWOOD sir ow CORNER BOA1U7 DISIDE 2x2 OUTSIDE 20,10 FASCIA: 2x8 UNO WOOD SIDING (DIV. 0100.5) 190 BUILDING PAPER 7/16" OSH OR EQUAL 2 X 4 STUDS AT VP OC 0.43 RAW W/ INTEARAL VAPOR BARRIER !O• GWIL FINISH PER PLANS (DIV. 0)005 3/4• T&O (PLYWD, COMPLY, OR EQ.) PER PLANS R.19 BATT 1/2 RESAWN PLYWOOD TOP PLATE S aild 4 1. 4 .4.7 ...... ...e:76,.......- , -.... ... .111160.11g ____La... '411 1111111 .... 1 DEPAtt-- ' :torn ir I N Imo I MMO 11,11c" 4 1, 14:)R 1.145 Iv DIA. GAELE END VENT TOP PLATE 00 5951 2X4 TRIM 12 51 L. 1 L . 11 .411111811 11111 M ilin urs ini P igibh4 TOP ELATE \ MAIN FLOOR 2X50 BELLY 840 TYP. — C=] 1111111• ZEE FRONT ELEVATION TRUSSES PER PLAN r■ C a Spang 7 e.LIR .ATE PER PLAN BUILDING SECTION AA kale V4,1 2,48 TRY. IRTI 2mo DO IRV TR3 2x4 TRIM 2. TRIM 12 'Li 4 _ •, 18 014 GABLE END VENT CITY OF TUKWILA APPROVED SEP 2 2 19)) AS NOSED DIVISION e I 41■■■■•11 TLE. SHEET On70ga 1,0N ELEV. A PERM') CENTER 0 f APA LATERAL RESTRAINT PANEL 13 CRIPPLE WALL o FOUNDATION � FOUNDATION DETAIL fi wow? VOOG 08100 r � _TJ 3/ DA SLR" R3. =. •. N PLACE MICR TO BA KEIL.NG AAA OONLAv U ISASEMIT S3013 1 RD IM WILL POP sa 2-334 AT ANT NEARER, JOINT 146 OS& NEATER. (MM.) 611014 STRAP TIE ANCHOR MAIL TO BOARD matt OB01P mete CONCRETE OPE6J USE 36133130 TAR 3I41L6 EACH UM0. ----. -2x1 PLAINS, NAIL SHIG. TO FA PLATE -- .:� SP • AST RE Mot 1' 334.13,631 tNe 04 StQ WALL SOFD, 2X4 TOP PLATE GORSE DOOR RR POE MP& KAN FOR S2E, Oa NAILS • 3 • SAO 'ALL LOG ONO ON OHR SAIL WED. 3-L14 51%OSJAO. SEARING W ad RAUS • 3 TO EACH EUD RIO ON SIR MALL SOED MLR NAILS • 3 • ALL KTE, W •NUDE CND. ON 6FK BALL StOU& CONTS4JOUS FOOTING 1/2••310 AO. W 2'#7(3K' 6Q STEEL PLATE BARER • 4'-0' OZ. (ON. 3 S t A -U EXCEPT AS NOTED ON 61EARMM1LL 6GEDLLE T' ER WEED. (214 BAR • TOP 4 ARE DAR • O' oc (DIV. 3 SHEET A -0 4 VERY..35AR • 6' oc IOW. 3 SRO 4 -t) 4 HOU OAR • IV oc OVERLAP (MN) (ON. 3 6HET 3.4) 4 OAR • E' r, L•2' -6' (ON 3 SYET A-U TIGDELSE 4' P6'E. FTYs pXAt 111PLIER N 24' ORAVfl. O®. ( DRY 2 T A•U (4) 4 OAR coo. (Dtv.. 3 MEET A -U SOLID SUBSTRATE P CONC. SLR OVER 4' ROOF OW& VAPOR BARIUM WNW AO. W 290'3.336 S4 STEEL PLATE • 4'-0' AS NOTED SIEAIRIALL SOEDLLE VHS. WEED . u r,semt. 24'x 3 BEN OUT NTO SLAB .4 VERT. BAR • W UO (ON. 3 REV A -N 4 i4ORZ TSAR • 10' x (DN. 3 SEET A S VERT. J-8AR • S' oc (DIY304W A - 4 WOK EAR • W' I' -E WERLAP(PW) (DIV. 3 REP A -I) BAR • V' oc L.2 (DN. 3 MEET A -U TTR#TLOE 4' PER FT'G. IRAN WR ILIER N 24• GRAVEL O€D. 1D 2OEW A -) (4) 4 8AR COI)T. (DN. 3 84$1:T A -I) SOLID 8136TRATE 4' COlU SLAB OVER 4' ROCK OVER VAPOR BAF•WOR Ilt� 1i11= IIIII ( II � II Nll lllll H li r B' 7 OP. FLOOR EMIG PER RIM PINK SEW A. OP. EXTERIOR WILL OONS1RGitlN FUR PLAN MTV, SA A• LOCATE SEAS G JOHN • RIM nom, LOCATE SEATER JONI' • COETRINENBER CRPRE WILL 0E46 ENET A-)) SEE FOIDATICH DETAL15) Dasoo- 24 -24 14 C LE WALL o I TTP. ROOK ERRING PER PLAN (DM 6 SHEET A. MAC RE OVER BEAT BEAM FER PLAN SCAB TOGETHER W NAILER EA SIDE POSTP@R P1.N) OVER NE'RVESTRAL COI. WING PER PLAN MAT FOOTED PER PLAN !?) 13 BAR TTP.ROORFR410 PER PLAN (DN. 6 SHEET A -I) A3S RAISBET TO FOOTING FOR POSITIVE CONNECTION PER .L PSDICTIONA. IR.'GLWP'ENIS. TYP. EXTERIOR LIOO.L CONSTRICTION FM PLAN 101V. MEET A -)) RN BOARD CRIPPLE WALL (DN.6 BEET A•I) 5(E FOI.DATIOI DETAILS) FOUrIDAT'�ON Dc RAIL @FURRING � CANTILEVER FRM'G AT FOUNDATION T � DETAIL POST /FOOTING CONNECTION STEPPED FOUNDATION DETAIL tU L 0$800-00000 L 00/4"4-Cf 0810043300-10_111 , 1 3 tI2 FOUNDATION 1� FOUNDATION DETAIL 0e100-08800-07 TJ ST4' =FiP TYR EXTERIOR GALL CO EIRIICEKN PER. PLANS (ON b SE& wU 4 CCM OVER 4• ROOK OVER VAPOR BARRIER 0 -I0 IFAi'A !CL:.ANI...^' we BRAVO Pure ORSET Y4 SEE FORDATICN DETAILS TYPICAL EXTERIOR WALL COCTRICTION PER PLAN (DIV.6 MEET A-I) r AIR SPACE ST BUILDING PAPER HOCKED @0 RtASCRRY V13E'ER 1E TO RWI EV. 2 SO. PT. MN 4 Shwt AU ASSORT VENEER CCFT. FLASHING EDE.P 1)01E5 •4'-O' O.C. TREATED MD SILL (M146 MEET A SEE FORDArati DETAILS RP313' STALL r AIR SPACE VAPOR BARRIER SEE FOSDATKN DETAILS SLAS ; a STEM WALL -0 FOUNDATION/FRAMING CONNECTION C)FOUNDATION DETAIL 5 3/4'=?-0' D 100-x4 3/4'.1-0' 6' MN VORPT N GRADE CONTOUR NOTE: THIS CPTPON CAN NOT BE USED AT SEAR WALLS. 04200.0e100 02_TJI TTP ROOR iRAWE PER PLAN (DM 6 SETT A -U TTP EXIERICR MALL CONSTRICTION PER PL3N (DIY 6 BEET A-11 LOCATE RE ATHNi /OW • CO'MON MEMBER BLOCKSYs OR JOIST • MALL RIM BOARD SEE FOODATION DETAILS 081000- 21_TJI I TVP EXIERLOR WALL CCNATRICTION PER PLAN (DP/ 6 SHEET A -1) 0 CONC. SLAB OVER 0 GRAVEL BED (DN. 3 SHEET A -U TREATED MD SILL (DIV 6 SHEET A -U IRfTt:T�T4fT�T�Y�71. =_ JV 111[1 HANGER OPTION HANGER PER TOG TIP. FLOOR FRAM3G PER PLAN (DN. b SHEET A -U EXT. DOOR AND FRAE (DIV. 8 MEET A -U DOOR THRESHOLD RASI41. AS REGD. (DIV. l SHEET A -U NEPRESTRAL FLASHED 4' COY. SLAB OVER 4' GRAVEL BED (DIV. 4 MEET A -U TREATED MD SILL (DIV. 6 SHEET A-I) r AIR6PA.CE TYP. VERY. FE-BAR FROM FEN WALL STUBBED NTO SLAB POST AND BE311 PER PLAN EXT. DOOR THRESHOLD DETAIL 3/4' =1' 06100- 0280O -0&T.E O FF /FOUNDATION CONNECTION L PER LAN FRAMING PARALLEL TO STEM W ALL FRAMING PERPENDICULAR TO STEM WALL CG vom I'E?IBER RR1 BOARD ULL' AB. W R/S • SR STEETEEL PLATE WASHERS • 0 -0' O.C. (DN. 3 MEET bU EXCEPT AS NOTED ON REARG, SCR.. l' BR41313ED. CV 4 BAR • TOP •4 VERT BAR • O' oc (DIV. 3 SHEET A -17 N vERT.J-BAR • D oc (DIV 3 MEET A -I, '414013 BAR •I0'x OVER.AP (MN) (DIV. 354E, A -t, BAR • 12 oc L•Y -6' (DIV. 3 SWEET A -I) TIGIOLNE 4' P. FIG DRASI &FILTER N 14' GRAVEL BED. (DIY 1 MEET A-I/ (42 NI BAR CONT. (DIV. 3 SLET A -V SOLID SUBSTRATE EXT. DOOR THRESHOLD DETAIL O CANTILEVERED RETAINING WALL oeIOO- 033oaaL_T.p 3/4'=f -O - GO� - RILL WIDTH TREATED MD SILL CITY OF TUKWILA APPROVED SEP 2 2 1999 AS NO(CU 13ULDNG DIVISION TYP EXTERIOR SALL C 151NUCTICN PER PLAN (Div. 6 SWEET A-I) LOCATE SFEATNNG JON' • T.P. ROOF IPAMNG PER PLAN (C.4'. 6 5EET A-I/ ;rcA?'t+i ,(. 1.TAFION DETAIL. r D :TAIL -FC 7 ( 3/4' =f-0" k Tx LP G e+e 0 I q Lp PERMIT CEATIVR CO Lf) CO L0 N O N w v c 1 CO 0 •) > 6* q Q C O o �Ln z o ■ a) 47 2 Se L. 3 Tvp. f.. DECK CROSS SECTION 3/4 °E.oEL. DECK ABOVE MOOED 2x2 .4; V2' OC (CLR DtSt. WIN NDT Ef XCEED 4' SOLD SSLOCCNG OVER SUPPORTS 5/4 x 4,n CUR DCICYi ATTAC44 LEDGER V 2 ROW OF N' LAG *BOLTS AT I6' a ,TP. TJI BOOR FRAMING PER PLAN 2x PONT WALL tT4.�xp BEAN (512 110 REDUCE CCNIDITmo4 OR ONETI pa5r EXCEED 4' N LENGTH SCAB IIV 2X4 EA SIDE l2' CREAMS DEPRI TWIN JOISTS) MISR LANDSCAPE GRADE TOP OF PIER FLUSH WITH FIR SUB GRADE l3' BELOW FINISH LANDSCAPING) CN SOLID SUBSTRATE 00200-oe17041 O SECTION 0 BEAM 1., 9/4•� -0 L FRAME OVER WALL DETAIL 3I4 rf-0* FRAMS PER FLAX N OUTSDE FACE OF WALL X MR CLR FOR YFN1ELA11 BLOO<NG A"1 FER PLAN R., .82.° f#t PLANi 2xb CURB Tr P. 0610047300 SKYLIGHT, SIE PER FLAN. FRONDE RAS141. AS RECCHIENDE0 BY t*G. 2x4 • ROLF AND FRANNG NETBERB TYF. GYIE. • CEILING ROOF FRAATNG FER PLAN L FE D tl MN 6' 9', MOTH AN 3'•0' -PEN 4 INSTALL RRE BLOCK. • STRIDERS TOP a E•o *1 4 t9,!Ax"5iT U14ti'St E'ER I. HANDRA FP T 11 i I X 3E ' AEME E 3. HAND RAE TER 94• TO NtUt. 3E ABGVE 7 .:. 3. �Yr tbAP24iE 9FA IP E A$ ..in'g TE= fF.G7 1 DR�iSION w MN 2.11A FFC9'1 6. i Fl B f ' R 'plATE BM.LISTpiS SFW.L PE SPACED X CROSS I.y1{,L, REItIRi RAIL E1D0 PER I1BC tec 1006 4' APART NET. memo FER STAIR SECTION DETAIL 3/4"81 -0 03/4W-Cr EAVE DETAIL 00100-07303-37 TYPICAL ROLF CONSTRICTION 1,1 FER REV.. BARGE BOARD PER CLEVATICN 7X4 BACKER FOR BARGE - NAL TFRl SKIP SHEA.. WITH I6d • OL. TTP 2x4 •P5 • 4' OC. LL114 2X2 eertm 4 FOR TPoM TOP. EXTERIOR WALL CCNSTRICTPON 1 \,1_113/4°4-0* SKYIGHT FLARE WELL DETAIL L TYPICAL POLE CONSTRUCTION . TRIM 2X BARGE TYR SEE d..EVATICN 2x4 BACKER FOR BARGE - F4 JL THTdJ T/W' 0513 WITH I6d• OC TYP SOLID SKIP 51A- THING • OVERHANG BACKSPAN SHEATHING 2x OFETd12•G PP eLocr.i. AT CEILING LME TOP. EXTERIOR WALA. CONSTRICTION BALLOON FRANI GAGE E_ WALL 08100 - 07300 -0e L 3/4W - 0' C EAVE DETAIL 3 /4.4 -cr EAVE DETAIL EAVE DETAIL 3/4•=f-0• OVER-641G PER FL, TYPICAL ROOF CONSTRUCTION TEN GM. FOR veal. N 8' OC AT OUTSIDE 114L 2X BLOCKING WITH/3/2' 140L E5.4 SCP-EE 1 GABLE END DETAIL EV. .X8 BLOCK. 7YP. .POSED R FfN: TAN_ CARTER FASCIA FER ELEVATION TYR EXRR;+ e: calaa -m, s_x0.xx CITY Of TUKWIIA APPROVED SEP 2 2 1990 As AOIED ibcict � t) � 9111C3th:G DIV/110N EAVE DETAIL RECEIVED,, 31(447 06100-‘7800-04 CITY MVI ,,. 2S PERT; {T CENTER L cop rte■ � A • L f> 4 $ N C Li W �* s� CO N 1 O _ Z � • .n" . _N c O () m cx SHEET O 1 . ) .O1NItt Ate TJ!Jf15F . :r. -- Tip WALL CSI4 N AA9: w4LL 1164414016 Pet @DELVE W LL SMEAR WALL c xAR TO FLOOR JOISTS �i�K ,.AR TO FLOOR Jowl; e, MAX tLttte Pet t(a..wLSOMME 3/4"4-0► STANDARD SHEAR DE a :t64EaaLLE moron PLATE HAUG PER SEAWALL 604101.1 PM6_ ®SEA MR maw. PER eoecus TTP. FLOOR CO CIIODTKR TTT, WALL C•QIEIIEiGTICN IIRM WALL SEAT(i1G PER 6a411aE COROF: PLATE MU* PER SEAWALL SCEDULE PANEL EDGE 4 FIELD NALNG PER SOMME FLOOR JOUSTS FER PL AN ALIW FLOOR /DUST W Y14LL A. 4P TTP FLOOR CO STR1CnON TTP. WALL COASTRLIGIK77 WnT WALL SEARING FER 6QEp0.E SHEAR WALL PARALLEL TO FLOOR JOISTS NAL FLOOR GEARING TFW6 AREA WON 10 d • EDGES ID d • EY oc. FELD BLOCK All EDGES Md•6'oa PLYLOOD TO 21.000NG POTTg7 PLATE NALNG P:R SIEARWALL SOEDILE PANEL EDGE FELD NALNG PER SDEDIA c 2 eLOOCIPZ NA= ALL EDGES PANEL. EDGE H FELD NALNG PER SOLE 436 CLIP PER "-..+lPfi.NA.L W EDLLE TTP. WALL CGNBTRICTICN IUTN WALL a4EATNtG FER SOEDWLE NAIL FLOOR WEANING THIS AREA WITH tl•5'ex. M-ES ID •ID oz. FIELD BLOCK ALL EDGES 8o1Tc 1 PLATE NAILING PER SEARUALL SCHEDULE PANEL EDGE = FELD NALNG PEER SCIEDALE FLOOR J016T6 PER PLR/ 2. BLOCKING ALL PANEL EDGES PATEL EDGE 4 FIELD HALING FE R • W.LE ANS LT.IP PER SIEARWALL SCHEDULE TTP. WALL CCN6TR1cTION WITI4 WALL SLEATNNG PER SCHEDULE SHEAR WALL PARALLEL TO FLOOR .. ?' ""°'� --,.m S CONDITION H R 3 /4�f' �,. CIO 3/044, L DOUBLE STUD AT NOLDO IN- CONDITION SIMPSON NOLDO IN PER FLAN MD $ EARUALL SCEDULE 8g NPER FLA AND SWEAR W4Li 5G FLAN SEE ARCH. TAI ION F,wgDanol�calDma+s EXTERIOR SHEAR WALL T • ;F EXTERIOR SHEAR WALL PARALLEL TO FLOOR JOISTS 1700040 oo oe J3 /4'I=:f -9r I. TYPICAL WALL CONSTRICTION TOT/4 WALL SHEARING PER SCLEDLLE BOOR FRAMING PER PLAN TS SHEAR WALL PERPENDICULAR TO FLOOR JOIST - OFFSET CONDITION °CANTILEVERED FLOOR JOIST 3/4.1 -O . (7000434100.08 7 3/4 d-O• MOO-0614041 SHEAR WALL PARALLEL TyriCAL WALL CQIBT0ICTICN :.14TH WALL NEAT.. PER SCEDULE r OOR FRAMING PER PLAN 130TTO11 PLATE N4Lt. PER SFEARLLW.L SOEDLLE ASS CLIP PER NEARYNLL SOW A BOLL E FER SOEDLLE SEE ARCA DETAILS FOR Fars/DATION COIIDITIGNS EQCELELQQalblEaNtik L ROOF SIEATIANG TAW 058 APA RATED 51EATNNC- (24101 LAY UP WV PINd'7P'T US' CLEAR EETILEEN PANELS TO ALLOW FOR PANSION. HALM SHALL BE Sd AT 6' oc AT PANEL EDGES AM D' oc AT MER'EDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' 0G. TO FLOOR JOISTS m FOUNDATION ® 17000 - 05100.02 • ALL LNSUFPORTED EDGES. ALLCEUELE DIAPWRA21 SIEAR•E0.062•1480 -4- TTP. FLOOR CONSTRJCTIGN TTP. EXTERIOR WALL cONSTRICTICN *TH WALL SHEARING PER SCHEDULE BOTTCNP PATE NALNG PER NEARUALL SCHEDULE 435 CL° FER SIEA.4IMLL ScFEDULE CRIPPLE WALL (DIY. 6) SHEAVA CRIPPLE WALL SAME AS SNEARWM1LL ABOVE OR PER S')FDLLE SILL PLATE PER SCJELWLE SEE ARCA DETALS FCR fQNDATICN CO DMCNS SHEAR WALL o CRIPPLE WALL 3/04-0' ALL HO CRIPPLE WALL (DIV. 6) SHEATHING PER SCHEDULE PANEL EDGE 4 FIELD NAILNG PER SCHEDULE AN'.NOR BOLT PER SHEAF/WALL BOSOL .E (2) M BAR CONT. :Div 3) SHEAR WALL No CRIPPLE WALL - INTERIOR 3/4 sfi-a SHEAR NOTES OESZRL NOTES L ALL SHEARLWALL$ 51{01)1 CN THE FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY 5.004 SHADED/ 2. PROV PE TWO STUDS AT ALL WOOD D0874 LOCATIONS SEE MANLFACTLRERE 12E[iHREPENTS »C DETAILS FOR EAC)4 TYPE 3. CF NOLAQ04, STRAP, AND CONNECTOR FOR PROPER INSTALLATION 4. ALL PLYWOOD OR GYPS .r1 SHEARL 4LL5 SHALL BE APPLIED HORIZONTALLY OR VERTICALLY ON STUDS. EDGES SHALL 6E STACCESED AT CENTER CF STLD5 AND ELOCIED PER SQ4FDI.LE 5. DO NOT OV1EI$JR vE NAILS NTO SFEEATHNG. 6 STAPLES OR SCRIMS ARE NOT AN ACCEPTABLE AL T TO NAILS ULE56 PTEE- APPROVED ST THE BUILDING OFFICIAL ADHESIVE SIL4ALL CCTFOR1 TO APA SPECIFICATION AFG V. PROVIDE T46 EDGES AT LONG PANEL EDGES. NAILS. 514A LL ee A'!d AT 6' oc AT PANEL EDGES AND m' oc AT WTER'EDIATE SUPPORTS ALLQIl E DIAR-TEAM 544EAR.25x0B2 = IT'$»( 3. PLTTOOD SHALL ISE LAID tV FACE GRAIN PER'EFDIQLAR TO SUPPORTS AND EET JOINTS STAGGERED 4'-0'. Lotc13-0 NOTE: ALL I FOR TATI 4 ON n4IS SHEET IS P:.C1T NECESSARILY INCORPORATED INTO PROJECT. COORDINATE W4TW PLA)5. CITY OF TUMILA APPROVED SEP 221999 AS NOTED Mil Osec c,onloN 2 • Q Q os vi � HOLDOWN STRAP AT CRAWL SPAC EiEAFWtL PER PLAN � ScwiiL su a2 DOUBLE STUD BOTTOM PLATE NALIG FBA bEM/A L 80®1LE 2x BLOCKED BEAM PIM PUT! TYP-WALL CONSTRUJGTIOI OATH MALL SWAT.* PER SCIEDILE BOTTOM PLATE NALMG PER 81E.4RUALL BC4BCLLE DEL JOIST Ok BEAM PER PLAN TTP. FLOOR CONSINCTION 7 ©HOLDOWN STRAP AT FLOORS L 10)DRA STRUT CONNECTION L SNEATNRG A!D .LNG PER SSEARUN.L 6CLEDIILE 2X6 BLOCKS* ROOF SWATHING AND NAV. PER PLAN OD SWARUALL 2X4 (2)18 d EACH STUD UPPER WALL TO LOWER ROOF CONNECTION A : 3/4" -0' nono-osiotra+ R1E6 PER PLAN -. - BEAT PER 81EARBA L KIEDULE 16d TO MATO1 BALL 1URNG EEL. 2 tlITil iItl TO MATG7 SWAMI... NAIL** BELAM MO TOP PLATE PAWL EDGE 4 FEUD NAILING PER SCIEV(LE TTP. U4LL CO STRICTCN UTIN MALL STEAM.* PER SCEE'DLLE O I TERIOR SHEARWALL TO ROOF COND. (2). d 8 d NAIL• 4' on• EA OUTER S d NNL • S' oc TO TOP CNORD BLOCK,. 2x BARGE / tB TRIM 2x4 BACKER FOR BAR'£ NAIL THROUGH SKIP 51EATHSIG N N Nd 2X4 CJiRGGEW • 4' OL. UTH JOIST FINGER. TRUSS GABLE NIP TRUSS A36 CLIP PER SHEARWALL WHEDILE TTPiCAL ROOF CONSTRUCT.. TYP. EXTERIOR WALL CONSTRUCTICN WATH WALL SWATHING PER SCHEDULE O PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION 3/4'=4 -0' Torn oeloo-18 3/4W-0' 17000 news. IV d 8 d NAIL• 4' oc• EA CUTRYToER 8 d NAIL• 6' oc TO TOP PLATES BLOCKS* 2X4 ORRGC i•4' U14 JOIST MANGER • TMRL55 TYPICAL ROLP CONSTRICTION TYP. EXTERON 'ALL CONSTRICT. C226T11D5 AT EAO{ STRAP o -r FAIL: PER SEAWALL SQUILE SrBSOT MST STRAP PER PLAIT 4 SOEAR WALL W4E04.E VOL .JOIST OR WADER PER PUN: PANEL EDGE t RE.D RAILING FER SOkED.LE TTP Ea 0411 CONNTRICCKN It BALL PLR SCHEDULE TYR. FLOOR CONSTRUCT. HOLDOWN STRAP o FLOORS 3/4=T-0' rte. r ova x TYPICAL ROOF CONSTRICT. .5 TIE • EA licEs6 ;.530 o48'PC. 8 d • 6• ac • BLOCKING cwoot. PER ARCH. DETAILS CITY OF TUKWOU 'PROVED CLIP .PO O.E.8RUA'_L SOIEDULE TTP. EXTERIOR WALL CONSTRUCTION UL Nd L SEA,: a 'FR SCW.ALE _., UI(TII WALL SNEATNNC- PER SOE'DULE CEP 2 2 1999 AS h0Tt0 BLFlLDMSG DIVISTOIN' IT CENTER co O J (0_ L m O •.,... CO' Q � m Oa SHEET SHEARWALL SCHEDULE 04-4 -59 9P1 - 4 a O l @N 91714 41311 V•100010 3903 61"109 NOHON► 31Y1d 1116 61610" xC 9!41111111 'Td 401 01 094)0019 61610" Irl *11 1VN 1d d0101 f141,0010 9W,VN 3!11!4 WO1:00 itt i 1 vo1•�n�,a 1 GI -1 5/8' • 48 A35 fad • 12' 164 • Q' 100 FL? I2' G06 ONE SIDE 54 NAIL • 42` GI -4 OR S 5/8' • 48' A35 33' 6d • O I6d • Ki` 125 PLF 5/5' CAS OLE 511M FOR VC 62-1 G2 -4 Its GUB tU+O 510E5 CR CO CO OLER 5/8' • 46' 50 • 48' 20' 20` I6d a 5 Ibd • 6' 6d • 6' I • 5' 5/8' G'7E ADO SIDES FOR 5/8' PI-6A $dfo 5/5' • 48' 20` bd • > 6d • 5 E0 PL S. Pi-6 P1 -4 5/8'•AV 1 5/5' s 32' 4' .. • led •5' 1 • 4' 164.5' Pd •4' 240 P, 35L I c TAB' 05B. OPE SIDE 5/5' • 24' 6d • 3' Y d • 3' 450 ELF PI -310 USE 3x. STUDS 5/5• • 14' A. CLIPS 164 n 25' 164 • 5' 545 PLF PANEL EDGES 5/8' • W' 435 CLIPS • 3. (2) ROLLS 64 • 5' (2) ROT g d • 4C • 4 iERED 525 FLF PI -2 USE 3x STUDS SCUDS (2) 8105 DeL RI1.1 (2) RPW TAB` OSB. TUX) SIDES P2 -4 STAGGER Sr 4r/Pi .105/15 VW STUDS • 5/8' • 6' 435 .SIPS •1' 6d • 4' 164 a 4' STAGCERED i00 PLF PMEL EDGES DEL RN (2) BOPS 11) g11P P2 -3 522' • P' 35 CLIPS A e5' 6d • 3' 64 • 3' SE•: P., OBL RBI .4 -4 CEYPSWPSER .2050 AID. 5ID11 5c1 . 518' • 48' .' kid • = Rd • 5' 202 FAY OR ECU. .FR ICPO lifA 739 tap.,,f sa F Si..,. 02,T E FOUNDATION SHEAR WALL SYMBOLS & LEGEND POINT LOAD Mal move ( PONT LOAD FROM ABOVE W/ LOADING PONT LOAD TRANSFE*Y55 DOW _--- Owes ERA._ L.14ra 00.04 UP LOADING HANGER PONT LOAD MANNERED BY KICKER HOLD DO N WTH SIZE DESIGNATION VERNCAL STRAP LEN SIZE DESIC4'= . ®TSGN TO DE USED ON FLOOR BELOW - HORIZONTAIL STRAP um SIZE IMIN -FIATICN O INDICATES R GULA9CN WT14 INDtMED . R -b -. E)CTETIT 17F EBEAR WALL TYPE OF SHEAR WALL r_t UW.L ABOVE MEM WALL SELO U Na/E, GLEN OTHERUEE NOTED, ENGI EER NG AND _ .... SHEAR NOTES U•E-ESS OTQEFLN_°E NOTED ogra.LEEEGIim l SEE CALGL4TION5 FOR DESIGN CRIMEA EA I A SWIM ON THE FLOOR PLAN ARE FOR WALLS ON THAT LEV19. (TYPICALLY 14IGYN 'P44DED). 2. ANCHORAGE IS POR SHEARIIALLPPANELS) ONLY, WHERE PORTIONS OF WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY, BE SPACED • •b' OCLMN) PER TABLE 23.1 , 42. 3, WHERE PORTION& Of ISALLS.ARE NOT DESIGNATED AS SHEAR PANELS THEN SHEAR DETAILS DO NOT APPLY. FOLLOW MWL.UD.C. REQUIREMENTS. - 4. PROVIDE TWO STUDS AT ALL HOLD DOWN LOCATIONS. 5. Size WRIFAC11i1ERS, REQIWIB'EHTS AND DETAIL! FOR EACH TYPE OF FOOLDO" SIRE° MD CORECTOR PER I ETALLATlpt 6. ALL PLYTXXO ON GYM* ELE4P4L4l . SHALL DE APPLIED NOtIZQRAI1Y CRVERTICALLY CO 51104. EDGES SHALL EE STAGGERED AT GBITER CF STUDS AND EL.00KED PER SQE lLE. 1. DO NOT OVEFDRIVE NAILS INTO SFEA15E .8. STAPLES OR SCRB ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED. S4EAUR +WILL'PANNELS UNLESS PRE - APPROVED 197.114E B5RLDRVG OFFICIAL L ROC; SHEATHS*, 'VI6 068 *PA RATED SWATHING (74/0) LAY UP LLV MAIM/ 1/S' CLEAR BERGEN P11/EIS TO ALLOEI FOR DIP ANSC N. NALNG SHALL EE aid AT 6' oc At PANEL EDGES AND E oc AT PTEIE'EDWTE SUPPORTS. PROVIDE EDGE CLIPS • 24' O1 • ALL P4 PPORTFD EDGES. ALLOYWELF. D44PINIiA/1 S+EARd800D2.142psr 2. FLOORSNEATHN's..3 /4' CM TAG APA RATED PLYWOOD (48441 NMLED AND GLUED. ADHESIVE SHALL CO•FOF31 TO APA SPECPCATICN ATG EL PRODDE 1Y EDGES AT LONG PAAEL EDGES. NAN.•4 SHALL SE Itui At 4' ac AT PANEL EDGES AND m' oc AT NLER'EDIATE SUPPORTS. ALLOWABLE DIAPNRMI SNEAR•251-.037•111pot 3. PLTU1:oe SHALL EE LAID UV FACE GRAN PERMADIOLAR TO SUPPORTS AND END tl III II 41 ri 0 t I � ROOF.I FLOOR Eicama e gga � yy ,, pp ppp���pp�� vla FacQ'D MAIN FLOOR SHEAR WALLS - Scab US;.P_0• TYP. • SFEARUALL DESIGNATIONS UPPER FLOOR SHEAR WALLS ars .i'.L' TIP. • SHEARUALL DESIGNATIONS S T1l18EES TO ROOF SHEATHING OVER INTERIOR SFEARIUALLE TI WE BY 'WET STAMPED" CALCULATIONS CITY of TUKWILA APPROVED SEP 2 2 1999 AS NOTED BUILDING DIV?5;`L SHEET