The URL can be used to link to this page

Home My WebLink AboutPermit D2000-220 - THE JUNCTION - LOT 3 - NEW SINGLE FAMILY RESIDENCETHE JUNCTION LOT 3 5631 S 150 ST D2000 -220 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,. APPLICANT IS PROCEEDING AT THEIR OWN RISK;. Parcel No: 377930 -0030 Permit No: D2000 -220 Address: 5631 S 150 ST Status: ISSUED Suite No: Issued: 09/20/2000 Location: Expires: 03/19/2001 Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slope_: Streams: Contractor License No: TRYONCL013DH OCCUPANT THE JUNCTION - LOT 3 Phone: 5631 5 150 ST, TUKWILA, WA 98188 OWNER TRYON CONCEPTS LLC Phone: 425- 288 -9750 Z PO BOX 146, RENTON WA 98057 r Z , CONTACT DON TRYON Phone: 425 - 255 -6518 at 14420 SE 84 ST, NEWCASTLE, WA 98059 a CONTRACTOR TRYON CONCEPTS LLC Phone: 425- 255 -6518 U O` PO BOX 146, RENTON, WA 98057 coo` ** *** *k**** ** *** ****************** kkkk kk*kk * ****************k*k*k *** **kk*k•k ***kk WW Permit Description: L II, CONSTRUCTION OF A N32 2,359 SQ FT SINGLE FAMILY co p' RESIDENCE, 536 SQ FT ATTACHED GARAGE, 90 SO FT OF W UNCOVERED DECK AREA AND 36 SQ FT OF COVERED DECK g m AREA. U. a ' PLiBLIC WORKS .ACTIVITIES INCLLIDE: WATER, SEWER, co d' LAND ALTERING, EROSION CONTROL AND STORM DRAINAGE. H W k*******• k* k k k*** k* i4****** k**** k•kk• k* k* k*** k* k* kk kk k kk k* ** ** *kk*k *k* ***k *k ***k * * *k giE Construction Valuation: $ 214,981.56 0 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM W W Curb Cut /Access /Sidewalk /CSS: Y D DO Fire Loop Hydrant: N No: Size(in): .00 v N Flood Control Zone: N O_c Hauling: N Start Time: End Time: W W'. Land Altering: Y, Cut: 139 • F i l l : 139 ' Landscape Irrigation: N u-p Moving Oversized Load: N Start Time: End Time: Z Sanitary Side Sewer: Y No: Vc Sewer Main Extension: N Private: N Public: N p1 • Storm Drainage: Y z Street Use: N . Water Main Extension: N Private: N Public: N *** k***************•***** k***************: k************ k* ******k* *********•*** *****kk*•A TOTAL DEVELOPMENT PERMIT FEES: $ 3,146.29 •k• ******* **kk*•k•k** *** ** *k *kk•k**k *k*** ** *****k*** **k*** * **** ***k * *** *k* * ********* Permit Center Authorized Signature:_ I hereby certify that I have read and examined thiv' 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. Signet ts e : L- pr' L v ✓�. Print Name:__O DEVELOPMENT PERMIT (206) 431 -3670 atoxi„ :q Date: Q" This permit -hall become null and void if the work i. not commenced within 130 days from the date of issuance, or i" the wock is suspended or abandoned for a period of 130 days from the last inspection. Address: 5631 S 150 ST Suite: Tenant: Type: DEVPERM Parcel #: 377930-0030 CITY OF TIJKWILA Permit No: D2000•220 Status: ISSUED Applied: 07/06/2000 Issued: 09/20/2000 lckkk******************k**kltA**********AAA:**AA*******k****1*****A***k*A4.**1.* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division, 2. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents bear the seal and signature of a Washington State Professional Engineer. 3. Any exposed insulations backing 'material shall have a Flame Spread Rating of 25or and material shall bear tdenti- ficatimishowing the fire-performance 'rating thereof. 4. All co6Structton.to be done in conformance with approved plans .and requirements of the Uniform Building Code (1997 , Edition) as amended, Uniform Mechanical Code (1997 Edition)., and Washington State Energy 'Code (1997 Edition). . PlumbIng permits shall'be obtained through the Seattle-King County Department of Public Health., Plumbing will be inspected by that agency, including all gas piping ' (29674722).. 6. Notify the -City of Tukwila Building Division prior to ' placing any concrete.' This procedure is in addition to any requirements for special inspection All wood to remain An - placed- conCrete'shall be treated wood. Valtdity of Permit. The'lssuances,of a permit or approval of strued to be a Permit for, Or a'n approval of, any violation: plans, specifications ,'and computations shall not be con- of any of the provisions of: code or of any other ordinance 'of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work wilt,',be inspected by that agency (248-6630).' 10. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 11. All mechanical work shall be under separate permit issued by the City of Tukwila. 12. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE Willi THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 13. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 14. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. z w 0. .0 CO W W ui 0 g u_ Lo a 1- al z o z Lu D 0 in 0 = 0 t— ill u j 11 0 "; z w co -- t- 0 15. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-. site or into existing storm drainage facilities . 16, The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. FROM.00TOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARC 3H IV OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS, DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS COVERED MATERIAL .MUST BEATOC1TILEDSITE AT THE )BEGINNING OF THIS PERIOC THIS - ;STABILIZATIONWEEKOCANVIMMEDIATfLY 0EFOREDORING AND IMMEDIATELY M.:OWING -STORMS.4 FROM MAY 1,flik6uPW,t*PfhtmElri JEMPORARY4EROSIOW.PREVENTION AND —SEDIMENT ATLEAST'',:'..: ,MONTHLY, ALL 011..1.1RBEDAREASOF THE,SITESHALL BE PERMANENtiA; STABILIZED PRIOR TO FINAL .CONSTRUCTION APPROVAL. , . .., , 8.:the . Permit fee, is based upon an e ' ' of cut and fill If the final quantity exceeds this-s.i amounit,the';Idqvelo.Per;:.sall„..:palculate the final quantity - , A andpay''the?differeOce,lh'pOrplit f e e prior to the Final' InAli06tion.. . .. , ‘••■•••/ z w — , 0 co la co w co LL w 0 g:3 u_ < co 3 al 0 z 11.1 n ou) 0 — 0 uj I 1. 1- g o z 0 Permi1 Status : ISSUED / '\ Permit No: D2000-220 i t Address : 5631 S 150 SL. iCi LoCation: Water Meter Type: pERMn ' ,.... . e ). .., . Water Meter S i ze :/:!J-,. ' ---. .ab Y - s'*''' , ,-,, ', .00 () 1 ''' 2; : ill - N •..::: '''''..:::,, ':' 4::' 1 . HCOnnect i eln/.r.:66.s:: - $60,\..00j ., a.OP $'.'•00' ''J'...! TnStall: D0'.i)6i1 i i '''''''' $15'6'60''''' . '' , ..4.b0...",..' '';:.-,,.::,,_ $.00. fl dd 1 1 .: Install pkiOsjt: . I ,. -,,:. ,,.!'.. $ .00 '--.,-.,',. $:...00' ":.*.,,, ".','-'),:.,.. $ .60 -. 1 - - - Plan R c ' ri.e.. --, . ...''':-.''''. - $i0.00 .-.; $.9,0 ,...,:.. . ..,' $.00 i i . .r '....s ...:. ns Pectj:i5n 'f6:. ,,:-.' . ' -------. $15.00.7,.. $.00„ "'''-'''''':''L ' ' -.,: H $ ,00 Water. TUrn,./jOrw‘F eel $25';:00 --. .,,•.. -, $.00 Spec; i alHASSesSMenV: i - ' . ''''''- i$ g. 00 ''''- -. $ .00 '",..',„ ,i-:.,.:":": $ .00 -.• . ,Qther Fe .''. I' ,r-',..: ., 00 ''' .00. ',.. '..,„„-•:::., $.00 ; ,..,, ...„ -,,,, i , ,..;,,,-.: . • 01 AL4.,.-111 E.F3...*TER i'gFs : .„,: ' ..../ ../ ,-szcio, 00 ..2 1 •.''''•1 . .1 , , , %3. . ?„--, -- i !:-:,.:.:-,:‘,, ' - e '..:..:,. :;:::.. ;_. - ' - 4' -"':. '',!,.. : :: ....'....1: ".--.... ', J6L,ic'..iJORKS .4NGINFERAF t0 ,• ", .. . „- v,7,, ... „;; '''., ''',, .- ' , *r VimiER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER -- ,:,WATER METER B Applied Date: 07/06/2000 'Issued Date: 09/20/2000. WA1 ER METER C Description of work to be done: Ne) /10 VSE s)Dzt Type of work: 63..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: . - 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 Property Owner: .- i Co/Ler- Z-/—C- %T ' Proposed New Square Footage: 235`l sq. ft. Dwelling ,2, sq. ft. Covered Deck(s) .53 6 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) CR, sq. ft. Uncovered Deck Fax #: - 25 z-7- k 72 3 Z Floor Area. Ratio: (total floor area of all structures divided by the area of the lot) 4' 40 Phone: "12— 2Z S ` T ^] So *For an Accessory dwelling; provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling City State /Zi•: � * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: Value of Constructio Site Address: City State /Zip: .5� 3t S . /5c , 5-t`. t'CPki. ��t rock , Tax Parcel Number: .37 Gr -230 Property Owner: .- i Co/Ler- Z-/—C- %T ' Phone: g�5 z:7-17 ? 750 Street Address' City State /Zip: / g &&X (¢G ,Ff'v44Utn l.c� "(�b �7 Fax #: - 25 z-7- k 72 3 Z Contractor: -yell Co�t� ? 7 3 Z4. Phone: "12— 2Z S ` T ^] So Street Address' 6' ( 4-e c c ft.. � City State /Zi•: � Fax #: 425 z z . '723 2 — Architect: !"p / r / 4re� (-14c Phone z.5 ( 5320 Street Address: /43/1 66 f( S4 13(Vu Cit State /Zi : 4x( c i l Fax #: z�25 6q(S Q Engineer: ` ` u, ( / / A ( GT` J S Phone: Street Address: City State /Zip: Fax #: Contact Person: �.._ ,7)a A) a 4 Phone: :s zss 6'51, Street Address: �4iz_C) 74 ...4. �� ' Cit y State /Zip: a ck S #: Fax 4G, 255 Fe,.0� CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY 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. SFPERMIT.DOC 2/13/97 ! PLICANT, REQUEST F OR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLL'OWIN (Additional reviews shall be determined;by the P.ub11c Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)* ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut 56 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: gl Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public � S Storm Drainage CI Street Use CI Water Main Extension 0 Private 0 Public qici Water Meter /Permanent # Size(s): Cl Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appl Lion apcepted: (lff,. 00 Date apilicatipn expires; I A a taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM A. Z ~ W UQ LLI u) WI W O u- j d = W F- Z � F- O Z t— W W U� u7 O F- W W F- H L .. Z W CO 0' Z 'BUILDING OWNER OR AUTHORIZED :AGENT: Signature: --,1 Jac 7 e� JDoAo Date: 6 --o 0 Print name: k 4 0 Sf'Et 2 6 I rz4'ZSS U . 9 9 dos l Address: S R4. � N D Nesen a '� 6� C ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: D DRAWINGS PREPARED' ' A REGISTERED ARCHITECT OR P'` 'FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUIL ANG OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296-4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 11 ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building:' Owner /Authorized Agent. If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the. State of Washington, ; a notarized Letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be, required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ w 00 U) = w 2 u. co a H = z � I- w 0 o F- w 9- O w z — _ 0 F- z t thAAtAa:kAAAA * *:AAAA:k:1•krotAk AA:• kAA: AA: 1A.'A A• AA: k4 A:1kAkAA•I ; +kkAkAkA'k4kAA C'1TY Of TUK ( I:LA, w ^M r-D( TRANSMIT A .4AkA.1.k.s.kA�A4- A-A AA•AAAs:k A ATak .l :1! A:1 •kAh:►AkA**AAAk:A•kA.k:t.AANA 1 ' r "NSN1 T Number: R9800361 Amuunt: 2.081.75 0 01:51 Pavlutnt Method: CHECK Notation: [ItYON CANCEPTS Init: TL43 I't_i i►i t No D2000 -220 TvoP: DEv'Pi=RM DEVLI OPMENT PERMIT Parcel No 377930-0030 Site Address:. 561 S 150 ST Total Fecs: 3,146.29 081..75 Total ALL Pmts: 3..146.2 I3a'I anc(: .00 4:4 * *A*•k A; A AA *AA e1k kAAA*. h* at. Akk *AA S* AA.: 4** 4. 1d•A / *.1 * #:1*•A74A *444A4fi4A **A (a 1H C? lI J'1 . 1,064.54 1,064,.54 20.00 1.0.00 4.50 15.00 15.00 20.00 60..00 150.00 15.00 25.00 72.00 10 3 . r'f) L 4324.26 Ac oun't . Code. 000/345.830 000/3'22.1.00 000/345.830 000/345.830 000/3.45.830 000/386.904 000/342.400 412/342. 402/34:.400 401/3.83.102. 401i386.520 401/3,42.400 403./343.405 000/322.100 000/345.830 De.scr i pl.• 1 can PLAN. CI•IEIFK - NOIRES 4,1 GJUT.LI)I ?4G •- RE "a • PLAN .CHECK .. RES PLAN CHECK - UTILITY PLAN- CHECK MATER h1E.TER STATE BUILDING SURCHARGE l:NSSP FEE •- UTILITY INS(' FEE STORM DR INS INEP FEE -' St1E /S$S W(aTE4, CONNECT ION WATER INSTALLATION (DEP) WATER INSPECTION FEE WA1ER TUR14. -ON FETE LAND ALTERING PERMIT FEE .LAND ALTER INC PLAN C11E 45 09/22: nv�4S ;6 t lvtJ:wh: ; cr W . U o 0i ,N Q ` w; co LL_ w 0 gQ (pa O` z- � Q? 'Q Hi 'w W fit l ..z U z D * :a •�: •E �- it 1ti +1• k '{ '/ i1 � •k A �• A >1 •k h .1 ++ •A Y1 d.:k F � •k k �• �: l OF TUKNILA. WA OeprinGtld: 07/c/6,00 13:31 flt(+;•23MIT j: h •% Y1' 4*!• e4 : * *k* **4.•h*••1,•4!.4•kko.*kk A4Y4Y4 k4•h:4 444 k *4 t. . 1. : 4.14 L• **'rt1 k* 4A4 A•,4• :,li A44 TRANSMIT Nawber: Rn {)ti:3 3 I moultt: 1.064.54 „ �J7/ )G.`o 13:31 Payment nt a head CHECK Nc,t ti i on f R CIS{ CONCEPTS initt _...... Permit; Net L42000 -220 Type: Gk:UPL.Rhi OC:uw.I..UPMENT PE .MI1 Farrel Nor, 372930-00'30 i it :e ,Aildr•aE5 5631 c 150 ST Total Fe*fl. 2.706.79 1. 4 54. 1 itisEc1 ALL I } r t i 1 CC4 5'I Balance' 1,642.216 :4•k:14A A4•: 1kA• h k• k4Y14 hA •h4•1:h4•*A*44!•d•k4h4..h4* * *4 k' •*•L-•k•h4•k*:1.'.•.A•4AAkYY A•k! kA•¢; ia Y. zluuA <uSLi+a.....:.kvl:u:lvllU.l4,4: iui .. f•[d}itid4'ht,+,Tw M�YFf�+. f.. nF�l.�i�✓. ect: ype of Inspe ti Address: trarcult O I 1 Special instructions: Date wanted: 5 ( /01 p.m. R ster ,...- r �`� P ne: 6Le) ~ sti7g Approved per applicable codes. INSPECTION RECORC Retain a copy with permlr INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA i3 c Q' -� PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: t't11 /. 1—tn SU COr at#' --∎Av. a n p J°t/ U tik. vrtn j- )IQ C - Q r0 v -el OV, %exc.\ T Inspector: • Date: �� c‘,11 $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: S ,o,. i• fw..�' rk1•.w, i �° i. ;yr y 1 '^^r r - 1':t3:..`:�'i f sSr�.u`�•a�.� i a his: y' �.v t. v. t. SL. R'& 7' N3," 3'*. mc. a.. �i' r nf'' W. �. �: tniM S... �. ti ... , : � , d..+.w.....skw •` ' • ...L i: � tRA . KIn. J1ia�G...« A:✓.iVw'.E zr4 31r: :44Cy..J:sk't Project: 1.he .JM ncl 1 OY I Type of Inspection: Fi Address: -5631 S 15o.iti St Date called: 5 - 2 -of 5 ecial instructions: p .,. Date wanted: ra• m• 5-3- os p.m. Requester: Don Tr Y o I') Phone: 20G -355- 8974 ua 44 kv INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. oz000 -zed PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 6/3 /a1 . • von-ta s / OA/ 5/ 3/0 ( p-mr, Inspector: Date: 61)/d/ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: • i9}. . -.. :,t tf S ...a:L,..2 '` '� M - Ig" +Y'i r a 's:Si'4a4Y�A�+b• . tp�YZ7�tY:iwJ Project: - vnc- f -'( /r Type of Inspection: loafer mefe - I — Address• ,fI, ? i .5 aW \ Date called: f3(7l Special instructions: Date wanted: � 3) /6 / a .m. Requester: Mr)Tr 1'1 Phone: t o lo) 397 y INSPECTION RECORL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Da000 -aa o PERMIT NO. (206)431 -3670 Corrections required prior to approval. Approved per applicable codes. FOMMENTS: 3/0 Inspector: Date: ? /0 ( 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: at`t!! 10,44v::N.I .ZaaftsAt..i, .10 ri s,:, u: t i• i �n z+ S: n! c�Aa .3 + rat ` .. . s' •,, r i{ r li i lw�4 .t 2 . tiiF1'im`b i. ' * if!f ;sa.•di INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ■pproved per applicable codes. i INSPECTION -RECOR Retain a copy with permit 1 1 ■1 PERMIT NO. (206)431 -3670 Project: - The Junc ,Address: 5.631 S 15001 St Special instructions: will begin P a4 11:00 Type of Inspection �r Date called: 2- 12 -0 1 Date wanted: 2-13-01 a.m. Requester: DOh 1 on Phone: 206_ 35s _ g9 7L/ 0 Corrections required prior to approval COMMENTS: I' VA- --a P r rn J-ro( 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: I Date: ��5:¢. y�• �v] s�. �4ny�.. �': ��. i,£ C" ts�:,,'_ s::: a9g LCZ* t�1 NWT'.::... „ s. r�.; a ._ .�.�.. , €titcx1= �?aYtA34it ' "r2rraEaa 'iJ.iyedn Project: ....,-,. /&e:_ T pe of Inspection: , 0) Jf 1 Address: . ,63/ S. /,5'v y Sf Date c Iled: / 3 / /p/ Special instructions: Dat wa (ed: (--)?//!0/ (a.rrl) p.m. Requester: 6 n Ti�l /rn '-7 Phone: C/7 5 -l_ SS - 6S /K 14 • l i INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Receipt No: Date: $47.00REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;'4470,71 . r,e1,:�'"�l �h.• ti. ii44? ,.L.fre }•dt�ilslU.nLr..tnea:�ti :a,ru.�i+?•i. W . V O N 0 �nw w 0 g J H _ Z � D 0 0 — 0 H W W ? • O it Z O ~ Z Pity i Typ fonf I,nJSnpe /crtio)n: // �, Address: Date called: Special instructions: Date wanted: /� I P.m. Requester:" Phone: 4 - 256 � /se INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bacco-901 PERMIT. NO. (206)431 -347 Corrections required prior to approval. COMMENTS: 0 F tr(kh•1i hr, Lan IVN .Ar. 'n p t f ) „- e rov Inspector,' l fl r Date: ' 0 / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y1�iiYALL'. 'ilaY7'�Y _ �� .I *J.�l'.ixU-ir∎'3iM.•:; . �L • oftit C } 1. • '.'.. krg.., 1K nantgaS.t.., ''L'`1 VarW E+t.e a9�.Nxai+eti:X:ruav C1 dvi'teU3�ri : i,t$.'! i�fx�0.v%:ii'c Project: ` ' J u � ► ole \ ' 3 Typ of In Q i wa i t S J�, (.9102 1 U y y Addre : Date called: Special instructions: Date wanted: O a.m: p.m. Requester: v\ Phone: INSPECTION RECOR -� Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ti §fproved per applicable codes. Webo-.4 PERMIT NO. (206)431-36 Corrections required prior to approval. COMMENTS: S1. Pra r- \J\ Y\CA1r C� Gicair\ a 0 rd\14 Inspector�l, }( y f R ,cmtv l y _ Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No: Date: >, Nn�z+ YY: ��s' 1r: 3�ir, �a3;��s's'at;?►�''i`�,.�'w_i2�' niLt �4ct►, �m�iiwi-,. ��i.. x. �:. dk: k :'YR+'�'Csr�r+a::�L uneitaJyketiiss Us..14. :"1..14.4% A 'K id.e".0 U $ % co CO • ILJ LL u Oj 2 �r g J' co CJ ; Z �4 2 O H' W 3 Q O YZ O W W Z 1- Um Cu Z I= _' O 1_ 2 COMMENTS: Typ of Inspection: fj afi1r, .." � o PrrTIC (a(I''-e -(tne- 9 rare - PO i 1‘ Special instructions: • Date wanted: //90i a..� . Req ester: -ham Phone: 4125 - Z5S -6Sf a vv -el- Wcc 1 , v. i i l y roc) vn 2; r Gtt ' f rr4A 00 -.- ; h , . ov__ --vn ‘‘,,ut,-.1-e .. Project: c�vne t7 m Typ of Inspection: fj afi1r, VV Address: 3 i J� / 5 D \St. Da/ al le : Special instructions: • Date wanted: //90i a..� . Req ester: -ham Phone: 4125 - Z5S -6Sf INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: 1,11,Q INSPECTION RECORD Retain a copy with permit ntw p 2 o try -Z Z O PERMIT NO. (206)431 -3 a Approved per applicable codes. 'Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 't 7 :4:440 a 4:440 :{w re 2 co 0 • W N W; WO ti Q W�. O ; ur 2 O I— W U.1 IL — 1- 0 Iii z rz 0 1- z Project: C .. 5Q�r - I ev■ 3 Type of Inspction: i I ate Add 5 rress: 1 S�JV, - (n7 � Date called: ( - ! � } � > r� /+1 - Id Special instructions: Date wanted: t .00 V. Requester: Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: S )\ecAr 4)01 i t, r G p p r + d ve4 x`� �Plr tor v∎ t KAPV t6 r hAi l r' J\J('rkP Jr 1 5 'wa r LOol 1 (\gliCA Woo re, l OtT 1 -f- (nor Inspector: Da te: ) ) ' r± `no El $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: JffiT! AYIS' ��+J. Y. YLI. Mi! t�( �w�i: QUt' �1�5' SiL�etiOe+. �skX4�.. caSl .sli:uG1`au�1/eTilY.f�a.�rt �S4��C-i3 L7: cW >ii.fh. ray .oA 14∎;AAPIA,01,Vir• .SitttaV .1:141 4 IN+ 4,741 lid t •4' 16 � f� Project" ��ouf�L 4 y f Ins T J nn ' c if' Lily '!" ` �A y 7 y C ,, ( Date Ile g>,,,,, Special instructions: Date wante J 2- .. ` , - C4 p.m. Requester: dn P f (( ,d-ss (ost g pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 =3670 Corrections required prior to approval. COMMENTS: ' o a ri vro( Inspector: Ivt, .c1 Date: a_ co 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: 0 .r„ w'3A ; ,' s.thrai s.41a'u :.rA •r •;',:LC I. k W>+S R.`k'�t Proj c., /MC 71/4) aofIns con: CH I C -0 ( 5 r Addres : s )50,7„ ,S / Date called: r 1 2 s i l al ructions: Date wanted: ya7 x . . Requester: Phone, 25^x ._ ( , 5 /? INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 K ✓Approved per applicable codes. PERMIT NO. (206)41 -3670 Corrections required prior to approval. COMMENTS: Ins . E6,4 ' a $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Wei s. w.a:• :,,U`;.Y,.�e,..xe., i t.cs. n Vl, ..a:o.,,t3tN.! i at:.SxM "u. ° beBlfiL5r5: 'Kati • ' , ,." °tip 64. ati t'kt+ r ilk.aLfitiM A.a .ara�+.�.eir£Js #.tisijlU'FutTx u y� a- f.'rYu'4L.nR4's iakl.>`r..:4.'!. , iS": %:s Cgyyu+,t �i9:.� Project: junc+Ior'- L or' 3 T e of InspeMltion: i � t�oil ri 0 b rit t rtS Address: S(c3I 3 IS'E) 51 Date called: lo -30 —0C) Special instructions: Date wanted: a.m. VI) -3 l--bo Requester: ✓1 Phone: 2 S- z-s - S ' ld5"1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. D2CDo • 2ZD PERMIT NO: (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspecto%a9 � Date: 1 f OQ $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: • t _,vt 1, yf ille !i `a t ..tfteit0 8 ttaiaxiSS imazt t 7o3tS: YL,a�a+t ui,d'R,b3u fir. a.1vLS:s ?...r c1k J2M: Pro ec : -� V -(c 778 Typ f Inspection: 77 �Y .0 - Oi?F I A �s s/ s r co Date called: Special instructions: Date wanted: wanted: a.m. P.m. Re estg� er: . '��( f Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: r $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee ust be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit pgaob -14-40 PERMIT NO. (206)431 -36 Corrections required prior to approval. 1u;!i ,ik *:navtt 44:.1 s 4n.,s ikt ,su Nditi ? ? , t . � W U V O co 0 ! F-: NfJ- WO g l = C1' F- Z ti UJ 0i D p: O =' F- `, Iu J - 0 Z IU O Pr oject: vr1C. * L o+ 3 Type of Inspection: \ kJ rancictr/1oh ( ,(k I I S Date called: O v i o- Address: 5 3 l 6 / SD 5 Special instructions: f . Date want /p — - OV p.m. Requester: Doll Ph ne: �zs zss (s7g INSPECTION L RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V Approved per applicable codes. P2(03 ii ►� PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: rPI C,e s ,LfoT S Insp �(6r; I D 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: .a,...r •• . wxuin�Ciiiied §se'.ls..�::�,•�u�'9 wine 4 k ;':aaU:x..WwC'."a4.'eiw,w�'e1&, `... +_. W'. 0 u9i N W. CO W 0 _ g Q N 3 _ a ' I- W W 3 p o -` o I- uj P. Z W Z' O Z Project: Or1 C. - he > — L. Of 3 Type of Inspection: ---(-� d cc +1 u,1 >n i S Address: SLP31 3. 1 - (i+'`` S f - Date called: 10 - ) to - CCU Special instructions: Date wanted: I — 1 "7 ` OC) a.m. p.m: Requester: DO r1 1-r2-. Phhone: (_ _ GG INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I - )Do PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: • 40.0), `-� Date• $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: , V / i Type of Inspection:LA Date called: Address: Special instructions: .40 r Date wanted: 4 a.m. ,p.m: Requester: N `, i 2 Phone: / INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. COMMENTS: 9 (7 /0/3300 (J G04 sf 44 1,„0,0d-r4 Inspecttor: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i4bk�fTkY •: r tr11 Corrections required prior to approval. PERMIT NO. (206)431 -3670 „w ;,vd>.i:x 4��o-x.iRiwkt..J t:x:k M3ahk ... •A k:i:..+4.rr'&til:'53,..':;z:; 5+fi1.W1+'• "• Project: u Aft—if t.-CM0 Type of Inspection: S D Address: Date called: i it 7/0 Special instructions: a .! Date wanted: a.m. 0 t / p.m. Requester: fyi.4 ie . . I A.A.,.., , ;f ri. Phone: INSPECTION NO. INSPECTION RECOO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. n Corrections required prior to approval. COMMENTS: csmA ! D. 5. to I' C 0 S 3 1 ::f . A 6Lti e 1 G1N4 (AN4-A.1 iii' f=c,mik so S 1? ? C 4144.-an %,,v Tiff Inspector: Date: d ( (1 $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: «emir s*oraggiet t"Talcati i3 ii ), dcaitPc:4Nil _„ .. �... t a atjk ll n?J;^,L{JJ, '�..f.A'�.v, '�•.r. �s l.. :hc'1 ;.■ + u�h4w$4�RS4':r'1'r..c".sic'�eii atvhfLfdil4tiW ,TdBYI��t }�a�Yiiksr�ab.. Proje J LOk., Type of Inspection: 5 5 C Address: . ' go 3i S 1 - 57 Date called: / i iy o Special instructions: 10r-3 Date wanted: + +� a.m. p.m. Requester: _ j -- �-� Phone: 555 E Approved per applicable codes. INSPECTION RECORO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 - 22Q PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: / / //1 /c)0 S X6a.Ar ,0,x w f t.: lo SP..41 -M S f..a.-j / Ay4._ y / Inspector: 6\1 Date: { �� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: infix. oY' a 5p i lls d dl'r $ , iikagtAkx. ga S. III .uA,wtiLU'.....4 Sstk. ➢? �7'•A/.iY4 ndY�t'rJ 3'+.ix.`vye'� N..11:44w it�n}te': +t+v�'�Sdtie¢taJhw�:vtl."�:S. N`.�An:�'e t5uvcnr* -w,.`t ' _ s; ;;:; q r .,,T i,i+i R,...: n+ ai.;;;; ; v4pP'Nb., ,1igt.5:;;A.v.:∎ ;P . � • L.. ; y ... _.. = r.,.i 77 ........ � .... �,.. . ject Name 7u —L 3 ress 3 3/ S /JO City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: Pct 7:1 Permit No . -0 ; 4000 ' Authorized Signatu a Date FINALAPP.FRM T.F.D. Form F.P. 85 Suite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 z ea ▪ w O 0 N 0 W J ~' W W 0 u- Q, _ • ° �w Z ►= zI- . to U • O O wW • U .z El to U O z NOTES: 5%0 4' SID ND 10 ROM DRI ORM D TUB OUT E.21&00' EST TEE 8"D bg ID DRIVEWAY PAVED FROM 5, I50th TO GARAGE 1, 5D. PIPE a 4' N. PPCCMIOATPM AMC. • HOUSE Ttl BUIL GARAGE LE it,RE HYDRA T WATE,R SUPPLY STUB OUT 314. METER IE=218.00: R/C 6"DE¼ ID LS 9 1 8 20' PRONt SETBAC FO ADDITI • AL INFORMATION SEE IVIL EN NEERINO DRAWINGS REC DING #1 90726001980 NOTES: )WIRE 5'•0' 4' SID ND 10'.0' ROM DRI ORM D TUB OUT E= 218.00' OF TEE • WER IN WAY EW Y IN 'RAPHY ACK 1 ' TO HOUS 8 "DE;CID 1. DRIVEWAY PAVED FROM S. 150th TO GARAGE 1 t 2. 5D. PIPE OF 4' NON- PERFORATED ADS N•12 TESTABLE 3. 555 PIPE 15 6' 5DR 35 ON A 0 SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER 15 FOGTITE '1 5. WATER SUPPLY CONNECTED 10 WATER METER SETTER 6. SITE WILL BE USIN SEE / MULCH BY BY OIINER a BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. REVISION NOJ SANITA SEWER STUBO I E =215.0T' STORM IIRAIN CLEARING} LIMITS TO BE PRGPERTY LINES INDICATES EXISTING /PROPOSED NATURAL DRAINAGE PATTERN x o SCALE : I' 6 "FRUIT • • • • • SITE P AN FOR LOT T =A S SUBDIVISIO - :•M4 H TIt■ FRONT • 20 STREET ADDRESS : - REAR • 10' LOT AREA : - SIDE • 5' PLAN PLAN 113594 SIDE • 5' OU,NER • TRYON CONCEPTS A 0DRE55 , 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 TAX' • - LEGAL DESCRIPTION • HOUSE TT BE BUILLGARAGE LE , FItE HYDRAI4 \ WATi.,R SUPPLY STUB OUT 3/4' MATER 1E418.00! TO 3! R /C 6 "DE LS191•,58 8 20 RONT SETBAC - S9d s 1. ID 57 FO ADDITIO AL INFORMATION SEE IVIL EN ' NEERINO DRAWINGS REC• • DING 01 •90726001910 S87 ° 45'23 "E KKappler MAR 1 e Architects, P.," 13400 Northup Way, #3311' ^l_1 Bellevue, Wa. 98005 tel 425- 841 -5320 fax 425 - 841 -5318 APPRX. 139' YARDS OF EXCAVATION TO BE RELOCATED IN REAR OF LOT JOB 99122.02 PLAT FILE ': 59122.02 DATE: 08 -01 -99 5RU gv Er REVISED DATE. II -03 =99 MJN1 AFA29 . re W 0 0 : fn 0 to W N L W 0 ' QQ J u . UJ HW O N F- IU W ' H U u. - 0 lli 0 � • • • I 14 8"D„CID NOTES:. L DRIVEWAY PAVED FROM S. I50th TO GARAGE 2. 5.0. PIPE OF 4' NON- PERFORATED ADS N-12 TESTABLE • 5'.0' 4' SID ND 100' ROM DRI ORM D TUB OUT E=218.00' EST TEE IN EW IN WER A WA _ _ ACK • TO HOUS 4"FRUIT r 1 4, jl 8. HOUSE T BE BUIL GARAGE LE FIRE HYDRA T WATER SUPPLY STUB OUT 3/4' METER IE=218.00! These plans have' bec. Works Department for L. City standards. Acceptanct. , , s and omissions which do not ak - ..!7'.ions of adopted s_tendards-or-ordinances. 1- -- ;bility for tho adcquacy of the design rec:: _ ' the designcr ' - _':ions, dokIlions or r - .:se drawin7 - this void ..., :CO and w: ..") a of rc - - wings for ci 1 a , is subject to the Public Works utilities inspector. Date: By: trl .00 R C 6"DE LS 9 8 20' PRONT SETBAC by FOR ADDITIONAL INFORMATION SEE IVIL ENGJNEERINO DRAWINGS RECO DING #1999072600I980 1 ' NOTES: 1. DRIVEWAY PAVED FROM 6. 150th TO GARAGE 2.5.D. PIPE OF 4' NON - PERFORATED ADS N•12 TESTABLE 3. SS& PIPE 15 6' SDR 35 ON A b% SLOPE. ,.CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER IS FOGTITE'1 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6. SITE WILL BE USING SEED MULCH BY BY OWNER = BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DDUNHILL SIDE OF THE LOT PER 1998 KC.;,. INDICATES EXISTING /PROPOSED . ' NATURAL DRAINAGE PATTERN SURFACE WATER DESIGN MANUAL APPENDIX D. I 1 8 "DE;CID •0 "SID ND 10'•0• ROM DRI ORM DR UB OUT E =216.00' EST TEE IN EW IN WER WA Y NR. ACK TO HOUS 4 "FRUIT 9-) O SANITAR SEWER STUB 0 IE= 215.01 1 - STORM DRAIN CLEARING LIMITS TO BE PROPERTY LINES 1 X � 0 SITE P SCALE : 6 "FRUIT • sN \ HOUSE TO BE BU1L GARAGE LE EX 5 <" / AN FOR LOT /3 0 ' FI!tE HYDRANT WATER SUPPLY STUB OUT 3/4' METER IE =216.00' • I RAPHY $UBDIVI510 • BERGSTROM (THE JUNCTION) STREET ADDRESS • - LOT AREA : - PLAN •: PLAN •2359A OWNER • TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE PHONE : (425) 255 -6518 TAX • • - LEGAL DESCRIPTION R `C 6 "DE S/ 91‘,58 RON SETBAC - Falk ADDITIdNAL INFORMATION SEE CIVIL EN EERING DRAWINGS RECO DINO 01 990726001900 (S87°45'23"E e SETBACK5 FRONT : 20' REAR : 10' SIDE : 5' SIDE : 5' 13400 Northup Way, #33 Bellevue, Wa. 98005 tel 425- 841 -5320 fax 425 - 841 -5318 APPRX. 139' YARDS OF EXCAVATION TO BE RELOCATED IN REAR OF LOT JOB ": 99122.02 PLAT FILE 0 99122.02 DATE: 05 -01 -99 5RU REVISED DATE: 1-28-00 JLK Kapp ler Architects, P.S. 1 co W u. W 0, 0. Z' 1 . uj .O Q `i— O- .. Z i W N� Z , I M I 1' Fl JOB IQ: -4-T , Kappler Architects, P.S. 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641 -5318 Tryon Concepts Date By DesaptoR ". PERMIT NT . PLAN # 2359 NS ORANANG 6 © COPYRIGHTED AND 6 THE EXCLUSIVE PROPERTY OF THE ARCHTECT Nu iim • 4 4 • 1 1 I I "MMINNI" 19111 41 WAIIMUI■1 • r • ee • u I I I ° -- •��J II _ r _.� _ 1- 4- '4r ir tu U ' ;U 0 ;N 0 co LL w } 0 : w 0 0 co 0 I-- li. ~ Z 11 1 0I Z la M\KM \00 \90044 \900 0.1.10 r 162104 Shot M %N rkslalun NLUIM ) J ELEV. A m l ,xe r:r , M Kapp ler Architects, P.S. pp 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 641 5318 Tryon Concepts Date By Desa tion `n"° ° "'"" "' imi PLAN # 2359 THS DRAWNO 6 © CCPYF>1GHTED AND IS TFE EXCLUSIVE PROPERTY OF THE ARCFiTECT cmi r MI Al AL JL JL J 4 .4) ,LL ,L JL ,L AL _ tr vrvr lr ■••••••••••••••••••••••• . I - w . ..- ..- •.- .1.8..•••■ F P r I 1 1 J tetu DM l(1 lrou$ ette% OOO'•Ci•VO tet 'O66 \VVO66 \G3 \WN \VVi 4 ELEV. A oa r # itects, P.S. Kappler Architects, 14311 SE 16th ST. Bellevue, Washington 98007 (425) 641-5320 * Fax (425) 6415318 Tryon Concepts Date By Deeapron •/JM © mum? Ni MN r] PLAN # 2359 THE DRAWING IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT um e vu NI NMI L r , F I L UPPER FLOOR SHEAR 'WALLS Scad Q7Z--(200Z(1 FOUNDATION SHEAR WALLS SYMBOLS & LEGEND p No POSOO LOAD Pit 1 ABOVE •}�Y p PONT LOAD (wxl ASOVS W LOADING • 44 PONY LOAD TRM-NlNG DOW • PONT LOW TRANIIEN D DOAN AY LOADNS �` `,,r NAItlIR PONT LOAD TRA1TO04D ST RIO.ZR MOLD DOW MN SIa DEMSNATIOI et`0 .U5TCAL STRAP Y SON TM MII D•ATIVN Jr TO SE Vm d FLOOR !ELM �Te — NoR,_ONTAL STRAP mu 11412 DESNWTI I O SOICARS SEMI CALOLATION POMP WISER QiMT O WEAR WALL TYPE Co WEAR WALL >� NALL ABOVE MIZE BALL BELOW Ile I MLESS mamma WILD, DoelrEllital 4W CALOLATIO* MS NOT .DIVED 54 THESE OIRAABGS I "'; „' g�' iiilll Ili � .4 G�G��/.; FlV I<I ��11 &l I� 11 - '_ - � .� MAIN FLOOR SHEAR WALLS SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAI ■ !W�'” h: e35r» idat4ny� <:M,+eri�`ti'''a.f,�askC�' SHEAR NOTES pESIW CRITERIA L SEE CALQLATIONS FOR DESUGN CRRERIA yENERAL NOTE'S L ALL S MARUTALLS WWI AN THE FLOOR PLAN MS FOR WALLS ON THAT LEVEL. (TYPICALLY SNOW/4 SWADEDA 7. ANCHORAGE IS FAR ISMAI NIALLS(PA ELS) ANY. WERE PORTIONS o Y4L$ ARE NOT DESIGNATED Al WEAR PANELS, NAILS MAY SE SPACED • IS OC./MN) PER TAEILE 31.I.a WEIR PORTIONS OF WALLS ARE NOT DESGNATED AS WEAR PANELS TEN SRAM DETAILS DO NOT MILT. FOLLOW P154 USG. REOUIIETEMS. 4 PROVIDE TWO STUDS AT ALL MOLD DOW LOCATIONS. S. SEE MAMPACTRRS RENLARD'[NTS AND OVALS FOR EACH TYPE 0 NOLDOUy STRAP. AO COPECTOR FOR PROPER INSTALLATION. a. ALL PLYWOOD OR GYPSUM SIlARUALLS SMALL EE APPLIED NOR120NTALLY OR VERTICALLY 04 STUDS. EDGES SHALL SE STAGGERED AT CENTER 0 ETUDE AND OLOOQD PER SQEDLLG 1 DO NOT OVETOI5VE NAILS MO WEATMNG. R STAPLES OR WRENS ARE NOT AN ACCEPTAELE ALTETNATTVE TO NAILS FAR DEW/4A= WEAR WALL PANELS IKESE PRE•APPROVED eT THE SWRDNG OFFICIAL ROOF 11 FLOOR SNEATNMG I. ROOF SIEATNNG. 1AE' OAS APA RATED SIEATNSO (Wei LAY LP RV MOW 1h' CLEAR DEIVEEN PANELS TO ALLOW FOR EXPANSION. NAILING SMALL EE b AT S' ere AT PANEL EDGES A10 D' ere AT NTER•EDIATE SUPPORTS. PRONDE EDON CLIPS • 74' OC. • ALL INSU POURED EDGES. ALLOWABLE DIAPNRAI WEAR•111WWW •Wp.r 2. FLOOR SEATNSG, 3/4' COX Tea APA RATED PLYWOOD (41/14) NAILED AO GLIDED. ADHESIVE SMALL =WOW TO APA SPECP1CATd APO et PROVIDE TO EDGES AT LONG PANEL EDGES NAILING SMALL DE led AT •' ee AT PANEL EDGES AO 1e' ex AT NTER'EDIATE SIPPORTL ALLOUAELE DIAPNRAM SNEAR•20.e42•ITTp.T ). PLYWOOD SMALL BE LAID W) PACE GRAN PERPENDIQLAR TO SUPPORTS AND ENO f/.. MOM biro UPPEF SHEARWAL' SCHEDULE •1 4 1011 01 T MUG TJI Jain +aa 0.01 .oroi 1T•p71P N' OM OE MA 014 A w•4M Wd•W Sr 4413 OE SCE a" yr coo no RDN w • 4r W•r 67.4 OR 3 * • •S' Ss 1.14A 1•1 191 MOM= SCES w•u' w• 4r MI' Sd•r 6443' ad • 4' 11Y on A.t � ` Ol 9o[ !E' •X4' 114•!' H•r3 114E 3. STUDS FDOEt e E P1.1 �PA/EL USE 3. STUDS MT • r' VA' OM Tao Voce Yd Pl •• 5TAOOE3 341•416 MI' • S' • 4. JOINTS 14X) /TUBS • NNEL 303U (X)/293 PM NI' •7 I 114•!' 04.4 SDK. � 14 l Of1D1 3A' • 13' 114 • S' � 3 y w p 14 TfT3 OLS a LEGEND .040 wa1 MOVE Loan 1107 MOVE n LOMOND LOAD TRAIMRIrO DOM LOAD TRMMERX4 DOA LOTOTO LOAD TR/64WD ST R DOIN MN WE DINIONATION :AL Snap 11161 ra CESIONATION UWm ON /20011 BELGA :041AL STRAP 31TH Mat _ 3123 ORM CAL/.�ATI•I YTH ID NNSl* t AGENT 0 HEAR ■LL TIM 0 IMAM MILL ALL .MOVE MEM MILL 1911.04 0641 NOTED. OOWEERPO AND SHEAR NOTES IPESILIN CRITERIA I. SEE CALCIAATIC141 FOR DE610N CRITERIA GENERAL I I ALL etARILIALLII osaCIO1 04 Tw FOR WALLS ON TWAT LEY :ALLY 34 3. S+ORA LE IS FOR NEAMWALLIPPANELN ERE PORTIONS 0 WALLS ARE NOT DISONATED AS NEAR BLS, NAILS MAT ISE SPACED • 16' OLIMII0 PER TABLE tS 1PfJR n 11 Ulle APla NOT MONA= AA AR PANELS TAM SNUB DETAILS (. FOLLOW PI. UDC PECIIIIIIETTENT& PROVIDE 11110 SECS AT ALL HOLD DOM LOCATIONS. 9. :E MANIPACTURERS IIIEOMEMINTS APO DETAILS FOR EA04 TYPE OF M0.D0J34 AID Cpl R INSTALLATION 6. L PLY•0 1.3114 ENEARWALLE SMALL aa APPLIED 1•DRIZONTALLY OR VERTICALLY SMALL DE STAGGERED AT OMER • SITICS AND ISLOOSED PER SCLEDLLE. 3. I NOT OVE T AILS NTC S. STAPLES OR SCREWS ARC NOT AN ACCEPTABLE A/MINATO& TO NAILS FOR DESIOILATED SHEAR WALL PANELS I►S.E36 PRE•APPROVED ST THE SCUDDING OFFICIAL RCTGF a FLOOR 6HEATHI14 I ROOF S EATNN6. 1/W 033 APA MATEO 11IEATNN6 (34/01 LAT IF Wy MINR114 VS' CLEAR DETAIN PMEL8 TO ALLOW FOR EXPANSION. NAILFO SMALL DE ad AT 3' 00 AT PANEL 30013 APO 0' oe AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24' OC. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAR1RAM MEM•136.61T•147p•( 3. FLOOR MEATN30A 1/4' COX TAO APA RATED P2.714 D (43/24) NAILED AND GLUED. ADHESIVE SMALL =WORM TO APA SPECIFICATION APO 0L PROVIDE TKO EDGES AT IMO PANEL EDOE1. NAILING MULL DE IOd AT 6• cc AT PANEL EDGES 40 10' ae AT NTER`EDIATE SUPPORT& ALLOWMMLE DIAP11RAM MEM•76•B12•R1p•( L PLYWOOD SMALL DE LAID Wy PACE GRAIN PERRTOICULM TO SUPPORTS AND END UPPER FLOOR SHEAR WALLS Z\)2 a zcw . * TLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS J FLOOR SHEAR WALLS 3314 41' O m TITLE JOB NQ: 99044.71 X 1997 UBC SHEET S3 ELEV. A 4,...r ..L .krwswr;.fi>.ti.iid vtraC'aAl.Xeli;+4fi�twt'km Il. a iC4B ^I L; :L J.E •.c;::,aN.Jc s. �irsR ':J. s.): iAJ /`,..II t i l I— 0 0 . O co 0 F•'; W W ' u. O : Cu co WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS Site: Homeowner: Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. 0" OF 0* REFERENCE PROPOSED Yk DER COMPONENT PERFORMANCE 401 372 Btu /hr -F 0000 GE ENERGY BUDGET 4.43 4.57 kWh /ft2 -yr REFERENCE DESIGN Component o;too - 4.3.0 PROPOSED DESIGN COMPONENTS Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2359 ft2 04/11/80 HOUSE ID: TRYON CONCEPTS #2359 Weather Data: Seattle, WA R; Climate Zone: 1 Reference Value X Area = UA Floor U -0.029 1702 49.4 Glazing @15% U -0.400 353.9 141.5 Doors U -0.200 55.6 15.7 AG Wall U -0.058 2439 141.5 Ceiling, Attic U -0.031 1702 52.8 Infiltration ACH -0.350 20908ft3( 133.9) Reference UA 400.8 Component Description Value X Area = UA Floor R19 vented Joist 16oc U -0.041 1702 69.8 Glazing @12% * * ** 2gl vinyl clr /air U -0.049 292.7 14.3 Doors Wood 1 3/8 ", solid flush U -0.390 55.6 21.7 AG Wall R13 STD Lap Wood U -0.082 2500 205.0 Ceiling R30 blown Attic STD baffled U -0.036 1702 61.3 Infiltration Standard Air Sealing ACH -0.350 20908ft3 (133.9) Struc Mass Light Frame, Sheetrock walls Proposed UA 372.1 M- 3.000 2359 7077 Items: in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 04/11/80 FILE: K: \ \KAA \ \99\ \99044 \ \PLAN2359.WS HEATING /COOLING /VENTILATING SYSTEMS -Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size(Output): Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(Over) : Annual Cool Requirement: Solar Access: GLAZING ORIENTATION PROPOSED South ft2 Southeast : East Northeast : Eff S Glz: 2.5% PROPOSED Electric: Zoned 100 % 100 % 0.60 26473 Btu /hr 26473 Btu /hr 11.5 kW (150%) 15600 kWh $ 858 Integrated Spot & Whole House 0.0 () Btu /hr tons ( @125 %) kWh /yr Partially Shaded 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 HOUSE ID: TRYON CONCEPTS #2359 PROPOSED North 292.7ft2 Northwest : West Southwest : WINDOW TOTALS ROOM NAME I WIDTH (IN FEET) HEIGHT AREA I (IN FEET) J (IN SQUARE FEET) QUANTITY (HOW MANY) I TOTAL AREA (IN SQUARE FEET) TOTALS (IN SQUARE FEET) MAIN FLOOR LIVING 6.00 5.50 33.00 1.00 33.00 ENTRY 1.00 5.50 5.50 1.00 5.50 DINING 5.00 5.50 27.50 1.00 27.50 KITCHEN 3.50 3.92 13.72 1.00 13.72 NOOK 6.00 6.67 40.02 1.00 40.02 FAMILY 8.00 5.00 40.00 1.00 _ 40.00 TOTAL MAIN 159.74 UPPER FLOOR MASTER BATH 4.00 4.00 16.00 1.00 16.00 M. BEDROOM 7.00 4.00 28.00 1.00 28.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 6.00 4.50 27.00 1.00 27.00 STAIRWAY 4.00 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% Kappler Associates 4rchitects JOB NAME: JOB NUMBER Copuright 1994 TRYON CONCEPTS PLAN #2359 99044.10 4/11/00 GLAZING.xls i uaswumn....,. ..,.,,...- n- .snRt"•slt"'FQMN+;1 °ea! DATE: BY: 6/2/99 NMS co • W J �! • 0 IL H W z Z� D OS 0i'- W LU W z z Kappler Architects VERSION 97.7 INCLUDES 3 STORY Lateral Analysis for: Job No. 99044.21 Date 6/3199 SPM TRYON CONSTRUCTION PLAN #2359 A LOCATION LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS SITE CRITERIA WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wo11106104320 Long Wall 13.0 9.25 NOT VALID UNLESS 'WET STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default Lower 4' not included Lower 4' not included D amao 'cO RECEIVED CITY OF TUKWILA PERMIT CENTER 4/10/00 PAGE 1 WALL HEIGHT Ce Cq qs Iw 0 -15' P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16.20 PSF REDUNDANCY FACTOR (rho ") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq root of AB))) VALUE USED where: AB Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r i / story shear r i = element story shear x 10 / Iw element shear Iw (LENGTH) P= VALUE USED Ce = Cq = qs = Iw = r max = -2.73 WIND PER SECTION 1618 x0.62 1 ri= 1184 1 r i story shear 11676 I therefore use DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw = Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) 2.5 CRITERIA FOR WIND ANALISYS P= Min= 1.0 Max =1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wol1545 :.;11320 WIND FORCE TRIB.HEIGTH PSF P(ROOF) 13.0 16.20 P(FLOOR) 9.25 13.22 P(LOWER FL) 0 13.22 P(GARAGE) 0 13.22 1740 42 11841 0.10 I P /LF 211 122 0 0 SF # FT # FT # FT # FT 4/10/00 PAGE 2 W Q ' J;. - d ' Z I- 0 Z tu D CI O N 0 I- L u V : tt. 0 .. Z 0 = . o h+ Z ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 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 TnTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TnTel_ MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASE SHEAR: Vb= (3.OxCa /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= Ca = Rw= Rw= TOTAL ROOF WEIG 5 :5 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALLI WEIGHT BASE SHEAR BASE SHEAR: Vb= (3.OxCa /R)W STORY SHEAR TOTAL WEIGHT BASE SHEAR: Vb= W= 83244 KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis wo1$5t6 t.4320 0 IF'NO LOWER L' EVEL 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 I# Roof (Upper walls) Floor (Main walls) Floor (Lower walls) Wi 38528 44716 0 hi (Plate Ht.) 18.5 9.5 0 Wi x hi 712768 424802 sum Hi x hi 712768 1137570 1137570 TOTAL FLOOR FORCE: Vi= 1850338 Wihi / sum Wihi 0.6266 0.3734 0.0000 Vi 7316 4360 0 11676 4/10/00 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) 2 -2X4 2 -2X6 16d 5/8" DIA. AB SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE UPPER FLOOR MAIN FLOOR RWIND GOVER SEISMIC; GOVERN 5.55555 555 555, 515,5 5, 5 5 5 @ 211 # FT @ 343 # FT 46438.4907 1160.962268 10.5 x 1;10:57 ALOW.Ft= 16.5 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING ) :5678351 #FT 731.501 1050.71 31 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT .';2.31! FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wot$5k t4320 WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 4/10/00 PAGE 4 V W h Wh F ROOF 11676 38528 13.00033333 500876.8427 6395 FLOOR 11676 44716 9.25 413623 5281 LOWER 11676 0 0 0 0 SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) WIND & SEISMIC UNIFORM LOADING COMPARISON F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) 2 -2X4 2 -2X6 16d 5/8" DIA. AB SEISMIC FORCE ROOF DIAPHRAM CHECK TOP CHORD M= T =C= SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 914499.8427 SEISMIC FORCE UPPER FLOOR MAIN FLOOR RWIND GOVER SEISMIC; GOVERN 5.55555 555 555, 515,5 5, 5 5 5 @ 211 # FT @ 343 # FT 46438.4907 1160.962268 10.5 x 1;10:57 ALOW.Ft= 16.5 1.33 143.64 # /NAIL 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING ) :5678351 #FT 731.501 1050.71 31 11676 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT .';2.31! FT O.C. # /BOLT FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wot$5k t4320 WIND FORCE 525 1.33 8.08 NAILS 160 132 0 211 122 0 0 698.251 # FT # FT # FT # FT # FT # FT # FT # FT OK 4/10/00 PAGE 4 0 0 0 0 0 #DIV /0! 19610DIVAMI MIN PLATE NAILING #DIV /0! INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #DIV /01 #DIV /01 #DIV /01 #DIV /01 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0l #DIV /0! #DIV /0! #DIV /01 I #DIV /0! I #DIV /0! #DIV /0! 11.5 4 4 4.5 3.8 149 !WPM Mo= 4754.77 4754.77 5349.12 4517.03 MIN PLATE NAILING 8 INC O.C. WaII(DL) 320 320 360 304 0 Roof (DL) 0 0 1134 957 0.00 Mr= 426.67 426.67 2241.00 1597.27 #DIV /0! T =C 1082.03 1082.03 690.69 768.36 MIN PLATE NAILING N REQUIRED CS16 -30 _ CS16 -30 NA NA 12 INC 0.C. 20 7.5 0 11 0 228 A: %R1 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 13660.89 0.00 20035.97 0.00 MIN PLATE NAILING 8 INC O.C. 600 0 880 0 0 0 0 0 1500.00 0.00 3226.67 0.00 1621.45 #DIV /01 1528.12 #DIV /01 HIT 22 #DIV /0! CS16 -30 #DIV /01 8.5 17.5 4.5 0 0 81 P.148 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /0! #DIV /01 NA NA _ #DIV /0! #DIV /01 SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 cz Q O u 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 H z O u. 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis wot$Sk$Ct4:1320 d d d d SHEAR V WALL TYPE 4/10/00 PAGE 5 u 0 0 0 0 #DIV /01 #DIV /0l #DIV /0! #DIV /01 p 0 0 0 p p 0 0 0.00 0.00 0.00 0.00 #DIV /0! #DIV /01 #DIV /0l #DIV /01 #DIV /0! #DIV /01 #DIV /0l #DIV /0l I I ID.LI". I �.+ 15 15.5 20.5 0 0 881 I pi4 Mo= 10881.28 14391.37 0.00 0.00 80 Wall(DL) 1240 1640 0 0 0 Roof (DL) 0 0 0 0 -26.67 Mr= 6406.67 11206.67 0.00 0.00 MIN PLATE NAILING T =C 288.68 155.35 #DIV /01 #DIV /01 20 INC O.C. N REQUIRED NA NA #DIV /0! #DIV /0! I RID.LCIYV I 0 u 1 - 0 0 0 0 :R1, Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 0.00 0.00 0.00 0.00 MIN PLATE NAILING #DIV /01 INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 -26.67 #DIV /01 #DIV /0l #DIV /01 NA _ #DIV /01 I #DIV /0l #DIV /0I FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 Mo= Wail(DL) Roof (DL) 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 o:= 0 Z U UPPER FLOOR Load 211 Ht. 8 th Z J w U UPPER FLOOR Load 211 Ht. 8 J 2/3DL REACTION HOLDDOW 2 /3DL REACTION HOLDDOW 15 16.5 13672.09 1320 0 7260.00 388.61 NA 14 11600.56 1120 0 5226.67 455.28 NA 0 0.00 0 0 0.00 #DIV /0l #DIV /01 0 0.00 0 0 0.00 #DIV /0l #DIV /0l 0 Mo= Wall(DL) Roof (DL) 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED a WALL SEGMENTS b C C KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_199 -7 Lateral analysis wot$5kEKt41320 d d d d SHEAR V WALL TYPE I 104priap140441 MIN PLATE NAILING 17 INC O.C. #DIV /0! I. + °#DIV/01 MIN PLATE NAILING #DIV /0! INC O.C. 4/10/00 PAGE 6 4 Yvzs i b` , 4 0 0 co O N LL W LL (0 I- W 0 ' W uj p , 0 0 I- W W U 0 H; Z 4 2 2 0 0 1321 / LRp;';' 111 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /01 STHD 14 _ STHD 14 #DIV /01 #DIV /01 20 14 10 0 0 2861P;1a11 MIN PLATE NAILING 6 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED 33977.24 24269.46 0.00 0.00 2380 1700 0 0 1680 0 0 0 18946.67 5666.67 0.00 0.00 1073.61 1860.28 #DIV /01 #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /0! 8.5 3.25 4.5 8 6 134 F11 ". ; 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 RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 � u- 2 /3DL 2 REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= WaII(DL) O Floor,Roof(DL u_ 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW a WALL SEGMENTS b c b 14.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ _ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 6 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0.00 0 0 0.00 #DIV /01 #DIV /0l 343 P1144 See beam calculations for added overturning load TRIB.LENGT a b c d b c c KAPPLER ARCHITECTS BELLEVUE, WA 99044 -21 Tryon_Plan #2359a_1997 -7 Lateral analysis worMIK1.4320 d d d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. 4/10/00 PAGE 7 I 15.5 15.5 19.5 0 0 152I1Mp,13 al MIN PLATE NAILING 11 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /01 #DIV /01 NA NA #DIV /0! #DIV /0l 0 0 0 0 0 #DIV /0! polomonal MIN PLATE NAILING #DIV /01 INC O.C. Mo= WaII(DL) Floor,Roof(DL Mr= T =C N REQUIRED #DIV /0! #DIV /0l #DIV /0! #DIV /01 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #DIV /01 #DIV /0! #DIV /01 #DIV /0! #DIV /0l _ #DIV /0! #DIV /01 #DIV /01 25.5 6 13.5 7.5 2.5 296 P�1 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 6 INC O.C. 1020 2295 1275 425 840 2025 900. 300 3720.00 19440.00 5437.50 604.17 1897.44 1077.44 1792.44 2275.78 STHD 14 RJ STHD 14 RJ STHD 14 RJ THD 14 RJ 5 32.5 0 0 0 53 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 14561.67 0.00 0.00 0.00 MIN PLATE NAILING 33 INC O.C. 5525 0 0 0 0 0 0 0 59854.17 0.00 0.00 0.00 - 1393.62 #DIV /01 #DIV /0! #DIV /01 NA #DIV /0! #DIV /0! #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 H 0 o: 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 th L1.1 Z CC 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Z J 2 /3DL ✓ REACTION HOLDDOW MAIN FLOOR Load 343 Ht. 8.5 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT a a a a WALL SEGMENTS b c b b b c d d c c KAPPLER ARCHITECTS BELLEVUE, WA 99044- 21_Tryon_Plan #2359a_1997 -7 Lateral analysis wo1$54141320 d d SHEAR V WALL TYPE 4/10/00 PAGE 8 KA, Tryon Construction Don Tryon 14420 SE 84th St Newcastle, WA 98059 Dear Don; RE: Tryon Plan #2359, Bergstrom Plat, Lots 3 and 5 t/ 0 1 1 r c t' I c r i I l o 1 1 1 i p I a ►1 ►1 1 it `i yes o U r i i 5079" December 15, 2000' :L1 APPL. AS HHC Thu 1 I understand from our conversation today that the Plan #2359, is being modified in the Kitchen/Laundry Room area. This will necessitate the common shear wall between the Kitchen/Laundry and Dining Room be shortened to a total length of eight (8) feet in lieu of the fourteen (14) feet specified on the drawings. In review of the Lateral Restraint requirements for this modification we have determined that the same nailing pattern and hold -downs called out on the plans will work with no variation. Please find enclosed, revised calculations showing the revised loadings substantiating our conclusions. Please provide this letter as substantiation to the jurisdiction that we have reviewed the condition. If you have any questions, or comments, please fell free to call me. azO 14311 SEiCitfi Street . Be((evue, 1-VA 05007 1.S0U.S88.4517 • (425)(41.532o . / 1x: (425)641.5318 wwit'.Jtpy(er(onleplan;.eo►n RECEIVED CITY OF TUKWILA DEC 1 9 2000 PERMIT CENTER U 0 W g Q co z f o LLI ic o - 0 w W. U. • Z' z , Kappler Architects VERSION 57.7 INCLUDES 3 STORY Lateral Analysis for: SITE CRITERIA Job No. Date TRYON CONSTRUCTION PLAN #2359 A Bergstrom Plat Lot 3 & 5 LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only. See sheets S -1, S -2 and S -3 for all details, schedules and shear wall locations. DESIGN CRITERIA AND BUILDING DESIGN PERAMITERS WIND EXPOSURE WIND SPEED IN MPH EARTHQUAKE ZONE SOILS TYPE WEIGHT ADDITIONAL SURCHARGED LOAD (ie.snow) CONSTRUCTION CRITERIA BUILDING FOOTPRINT ROOF PITCH (over the majority of the upper roof) BUILDING GROUND FLOOR FOOTPRINT AREA UPPER FLOOR PLATE HT. MAIN FLOOR PLATE HT. LOWER FLOOR PLATE HT. WEIGHT ROOF CONSTRUCTION WEIGHT FLOOR CONSTRUCTION WEIGHT EXTERIOR WALL CONSTRUCTION WEIGHT INTERIOR WALL CONSTRUCTION SAIL AREA PLF FOR PERIMITER OF BUILDING ROOF (Roof + 1/2 Upper Floor) FLOOR ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR (1/2 Main Floor + 1/2 Lower Floor) GARAGE (1/2 Main Floor + Roof) OTHER KAPPLER ARCHITECTS BELLEVUE, WA 99122- Tryon_Plan #2359a_1997 -7 Lateral analysis work4t0E64ds5320 99044 6/311999 SPM Long Wall 4G. dv I ) i £. !(0'36 i tAt 442114 11740 MOM 1? 'g 15 13 0 r "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default Short Wall /12 SF FT FT FT 'WET STAMPED" 12 PSF Default 15 PSF Default 10 PSF Default 8 PSF Default 40 1 Lower 4' not included Lower 4' not included CIT OF TUKWILA DEC 1 9 2000 PERMIT CENTER 12/15/2000 PAGE 1 W ! V v O U) 0 . w w O ` J u_ Q H 0 z �! tu 0 0 I— LU W. I V Z O z I 4 2 2 0 0 132 OALRPAR Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /01 #DIV /0! STHD 14 _ STHD 14 _ #DIV /0! #DIV /0! RIGHT TO LEFT MAIN FLOOR TRIB.LENGTH Load 132 Ht. 8.5 O o: MAIN FLOOR Load Ht. z 0 LL U- 2/3DL REACTION HOLDDO a WALL SEGMENTS b c TRIB.LENGTH 343 8.5 Mo= Wall(DL) Floor,Roof(DL 2/3DL Mr= REACTION T =C HOLDDOWN REQUIRED Modified a See beam cal syytigR2' b c d d SHEAR V WALL TYPE 14.5 11649.34 680 120 1066.67 2645.67 STHD 14 RJ 4.5 13105.51 765 135 1350.00 2612.33 STHD 14 RJ 17474.01 1020 585 3210.00 2377.33 STHD 14 RJ 0 0.00 0 0 0.00 #DIV /0! #DIV /0! 343 , MAP 1 " =4t ) culations for added overturning load KAPPLER ARCHITECTS BELLEVUE, WA 99122 _Tryon_Plan #2359a_1997 -7 Lateral analysis work4i8e341s5320 MIN PLATE NAILING 5 INC O.C. MAIN FLOOR TRIB.LENGTH a b c d 2 Load Ht. 343 16 8.5 Mo= Wall(DL) Floor,Roof(DL 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 3431 15 20709.94 1360 1680 8106.67 1575.41 STHD 14 RJ TRIB.LENGTH a 3.25 Ht. 8.5 Mo= 6527.65 Wall(DL) 552.5 Floor,Roof(DL; 900 2/3DL Mr= 1573.54 REACTION T =C 1524.34 9038.28 765 1080 2767.50 1393.51 HOLDDOWN REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ >THD 14 RJ 1606,8.05 12051.04 1360 1020 2720 200 10880.00 2440.00 MIN PLATE NAILING 648.51 1601.84 7 INC O.C. 10 25887.42 1700 5666.67 2022.08 STHD 14 RJ b 4.5 0.00 0 0.00 #DIV /0! #DIV /0l c 8 0.00 0 0.00 #DIV /0! #DIV /0! d 305 17#tP1 FOR MIN PLATE NAILING 6 INC O.C. 2361 .22P:1:,144F IIECEIVED CITY OF TUKWILA DEC 1 9 2000 PERMIT CENTER 12/15/2000 PAGE 7 NINWAN3W I Required Proposed Minimum Lot Size 6,500 67YZ- Avg. Lot Width 20' min. 50' avg. FAR 0.5 ,�j Setbacks Front 1st Floor 20' RV 2nd Floor 30' 32.' decks /porc 15' Second 1st Floor 10' .--- 2nd Floor 15' .. -- Sides 5' 9' Rear • Fr ii Height 30' ,20 -3P1 or-, Interdepartmental Memorandum Date: 07/24/00 To: Brenda Holt From: Moira Can Bradshaw 1 1.92 Subject: D2000 -220 Lot 3, The Junction The plans do not meet the front yard setback standards for the LDR Zone. Please revise the site plans accordingly. March 23, 2001 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D2000 -220 The Junction — Lot 3 5631 South 150th Street Steven M Mullet, Mayor Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your Revision #1 to 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. 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 nail 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. D2000 -220 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 (.) N 9 N w w o g J u. Q d p Z � R p O ,, G 1— 7 R1.0 Ni O Z July 25, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -220 The Junction — lot #3 5631 South 150th Street Dear Mr. Tryon: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl City of Tukwila Department of Community Development Steve Lancaster, Director 14- Brenda Holt Permit Coordinator xc: File No. D2000 -220 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 ... "..ey t. .u.a s. 3t ,u:. f�.'. l'.l.:;t ...a....a w� :4ti. +Sl.ut..iww.wd: "cv4aiJ..: la:.: 0 .00 . 0 +viA. awe trw U; U U 0 . rn w 0 w w 0 w t!J Z ii Z U N; 0 Z ACTIVITY NUMBER: D2000 -220 PROJECT NAME: THE JUNCTION LOT 3 SITE ADDRESS: 5631 S 150 ST XX Original Plan Submittal Response to Correction Letter # DATE: 7 -6 -2000 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division A' ' L - i8 Pu lic Works C 1.-11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention 1-/L-c0 Structural REVIEWER'S INIJIAL : TE: L 4AAP.�� /IVl I VIA ( 1 - % 7 CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: PgROLJ!I.,)OC Approved with Conditions PI n 14 - -If eo Permit Coordinator DUE DATE: 7 -11 -2000 Not Applicable No further Review Required DUE DATE 8 -8 -2000 Approved Approved with Conditions' I Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -220 DATE: 8 -1 -2000 PROJECT NAME: THE JUNCTION - LOT 3 SITE ADDRESS: 5631 S 150 ST Original Plan Submittal X X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTI G: Please Route REVIEWER'S INITIALS: Approved I , PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n n CORRECTION DETERMINATION: Approved WKKOl111 DOI' L'MI :!. i , ,,Lain; til: 1 .nitNi; 4t. Fire Prevention n Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ; Not Applicable Comments: '. APPROVALS OR CORRECTIONS: (ten days) Structural Review Required Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Plannin Dsi n A') Permit Coordinator No further Review Required DUE DATE: 8-3-2000 n DATE: DUE DATE 8-31 -2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D2000 -220 DATE: 03 -13 -01 PROJECT NAME: THE JUNCTION LOT 3 SITE ADDRESS: 5631 S 150 ST Original Plan Submittal. Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division dor' PLAN REVIEW/ROUTING C SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Approved Approved with Conditions Not Approved (attach comments) r ' DATE: REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 3 -15 -01 Not Applicable n No further Review Required DUE DATE 4 -12 -01 a : Z w. nr.. ..,- ',T��'.•r A/..;.... n.. FS• p , ., , r... ».... ..., -n..1 ..- Mq�a�fa,. r.. vn��w- ,,, o.m , - ...- , ...n.. , ......A. C4 4 ? 0 0 , N 0 F W 0 } g WQ C = O , I- Ili z O f- U0 O N 0 I•' W 11.1 1 ri z i v N O z Please Route Approved uIaauIt.txu PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -220 DATE: 4 -03 -01 PROJECT NAME: THE JUNCTION LOT #3 SITE ADDRESS: 5631 S 150 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Public or s ��l� -D`C�- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Fire Prevention Structural Structural Review Required Approved with Conditions ugevn 2kMA ❑ Permit Coordinator • Planning Division DUE DATE: 4-5 -2001 Not Applicable n No further Review Required DUE DATE 5-3 -2001 n Not Approved (attach comments) DATE: w: U� U O to 0 � w N w 0 � - u l 3 Ca mow' z �! O N. H 0 u j t. z .. a) O Z Revision • Date .- No.. Received Staff Initials Date Issued • ''Staff Initials a- I L'1 - ' — 0 I 1 0 1 I - Summary of Revision: c o a 0:4_,IN ., i , , , a ) \ . o e. i or L i � 1 Received By: To& � Z g(.( Revision No. Date Received I Staff Initials Date Issued Staff -.: Initials 1 I - Summary . of Revision: . � 1 ' • Received By: •' Revision No. I Date Received Staff I Initials Staff Initials I Staff Date Initials Issued 1 I - - - -... • � 1 I Summary of Revision: Received By: - Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials a I I I Summary of Revision: Received By: - PROJECT NAME:TI e a � '`''� ■01,..) PERK, . NO:.. ..Dz000 Site Address: S &3 1 S • ■ D ; CLe - S) Original Issue Date: REVISION LOG (please print) (please print Revision No. ' Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) p prin tAy4dMN) • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 2-8 Plan Check /Permit Number: D2000 -220 El Response to Incomplete Letter # ® Response to Correction Letter # _1_ Revision # after Permit is Issued Project Name: THE JUNCTION — LOT 3 Project Address: 5631 South 150 Street Contact Person: Don Tryon Os City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Phone Number: RECEIVED CITY OF TUKWILA AUG -1 2000 PERMIT CENTER Summary of Revision: �v l'l� Lil✓\ 1 DM P IMF' U(gFAADv5 Lil�fi, - Inl= - 2 • 24 ray . AD "Dl 1491/4N Frew OF— cwt mpeely u nt " F1, 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 onb �{ — 00 07/25/00 C4 2 uj C.) O U) 0 : (n w '` 9 W O LL Q uJ Z ` Z 0 ON W w ~ , Oi Z O N H ~; z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: t72DDD 22.0 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # (_ after Permit is Issued Project Name: Ifie °d lc' " L 3 Project Address: 5 (o2( ' , 1 Contact Person: r2V11 11/1175/1 Phone Number: Summary of Revision: r W1t-hti►4. Pty Io Aid) 'at_ 9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I0 ( i Entered in Sierra on 08/30/00 � ' u�1 M , J C)' N W' CO W 0 CO W F- _ Z 0 ` Z co 0H w iii Z : co R. H' O Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued M Entered in Sierra on 4 "b f City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D2000-220 Project Name: THE JUNCTION — LOT 3 Project Address: 5631 South 150 Street Contact Person: Don Tryon Phone Number: Summary of Revision: Co ?e4 Oa$' tA. tin 5)aff r 5 - taippeE' •at 5-Let-ee• c a,LAY rrrart ec4 - ten - '4 ,Shr sr Sf) 54 204eery / Cd-rn Gt P c1 _94 a4- &f GIL &It'a r (-4147v. Sheet Number(s): T RECEIVED "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: APR 0 4 2001 PERMIT c.:.:, 03/23/01 z 00 : w0 0 w L wo g Q co a Z �. 2 O 0' w 2 D . Off' 0 H ww - O. w z O F "• z Ref 'lential Sewer Use Certific " '.on 1)2.000' (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name r'c N CGitee 44C (Last, First, Middle Inill ) Property Tax I.D. Number ,37791 0-eo to Property Legal Address .., Subdivision Name .uPIC41 ° t Subdiv. # Lot # 3 Block # Building Name (if applicable) Property Street Address 563/ 5, /54 54 City, State, Zip Tip (e (..)c Owner's Mailing n Address Po eoX (4 e (If different from �.1--.� C ,4 l47 / above)�o K lO0 ( 7 Owner's Phone Number (_ 5 ZZer Q 7 s Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District 10 Kw e (q Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes C to Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: Single- family • Duplex (0.8 RCE per unit) CI 3 -Plex (0.8 RCE per unit) • 4 -Plex (0.8 RCE per unit) Li 5 or more (0.64 RCE per unit) No. of Units • Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2100) x 0.64 = x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. (Ayr-. Date ?-a --GAG White — King County Yellow — Local Sewer Agency Pink — Sewer Customer !t°ATom t1�%12 !.Mltwnny 2�1i* t aznvi3.xiaL.rmIt =esi: vt .. r r.tgatzt ^M Fwn. tr< ,.....tat,, Feb -24 -00 09:09A Lakeri "`e Development I .y u ray;. 'ar •• _ r�•�: I'621 11:%.'. IMM I Ix/47) • DEPAR'T'MENT OP LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.•# EXP. DATE CCO1 TRYONCL013DH 02/01/2001 EFFECTIVE DATE' 03/08/1999 TRYON''CONCEPTSLLC PO BOX 146 RENTON WA 98057 • Ikl:a•II :1utl 11Npl:ty (*whit, 425 7 - 3 7232 P-01 r t, JEER PLAN # 2359 1'1 -I t II' Master Bed. 16 '0'x13'1' Garage SQUARE FOOTAGE DRAWING INDEX MAIN FLOOR 1204 s> AL CODE NOTES ✓ UPPER FLOOR 1155 SF A2. FOUNDATION & MAIN FLOOR FRAMING TOTAL 2359 SF A3. MAIN FLOOR PLAN SF A4. UPPER FLOOR FRAMING GARAGE ' sF A5. UPPMFLOOR PLAN DECK: / -PATIO 126 SF .A6 UPPER�ROO�. FRAMING RNSE S iN Is rIEARURED t °t"E A7. ELEVATIONS,:& ' OUTRIDE FACE OF WALLS 87AIf�. ARE cotserED GLACE M CALCULAtIONR BUILDING SECTIONS TO BELOW SPA AND CsA IONe. ARE NOT INCLUDED M C.4LCUL °ATION9. Patio 10'x10' Ha11 Kitchen DL STANDARD DETAILS D2. STAND ARD DETAILS SL LATERAL DETAILS 52. LATERAL DETAILS S3. LATERAL WALL SCHEDULE Ionder tand that the Plan Check app Isare� rl , n wrote and omissions and approval of I t d a ui or 'e violation of any adopt.. code _r c,rainnance Receip of con - Irattar'y copy of approved plans acknowledged. Date Permit N. ARCHITECT ! eppler Architects, P S � � a Y _ 13400 Northup Way,` Suite 33 � Bellevue, Wa 98005 ` ° a m (425) 641 - 5 320 '- "m (425) 641 -5318 C STANDARD CODE NOTES .+A� Date By Description 179 RE S EKED ' "` N MCI , � THIS SHEET? (LAS BEEI4 _ PREPARED FOR 3INOI,B ; (FAMILY NG C. H OUSI TYP NONRATED CON$TRUCFION 1997 t3B TYPE �pI �" �A�er.R � - � E wnsdiNcrD,a _ PROPERTY bF.THE 7HISDRAWING IS C Q COPYRIGHTED AND ,IS THE'EXGL.USNE ARCHITECT Ifl iii II� �o . �l!�ii_ II,I i i�u_L. . 111'61 I 11.a !WMIlIII k- II 1 n®rrn 1 1 I S l/2 y 4 4 3/ S'• ' �r.�.r�stii II I .I i 1 st N Ka epler Arehitectsy = P.S. 0 13400 Northup Way, Suite 33 3a Bellevue, Washington .98005 °� (425) 641 -5320 * Fax (425) 641 -5318, �Z _ Tryon Concepts PLAN # 2359 THIS RANG IS 0 COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT GLAZING- CALCILA'PIO TOTAL SF OFRo_ M 2359 SF TOTAL SF OF GLAZING 29339 sr - TOTAL 'x of 12 4 'x ' GLAZING BF. IS GALQLATED tee SFE seamerseas SET FORTH ti THE WASHIYsTION STATE ENERGY CODE '. REFER TO ADDITIONAL. DOGS ENIATT0l4 TO _ SUPPORT i'ETHODOL GY GF P6FOR'i/MfCE . COMPLIANCE - age Gar CONC 3 ' -0. . • 5•-B 3'- 10.3/4 u'- YMBUES -AN IEGEND`< - ' fAti DIRECT : TO OUTSIDE F1EGHdiNiC.4L. F'tutieR e; AND -BAT} y 4:A' UNIDRY 50 CRS MM. -- SYSTEM FOR UNITSr PER.DIV 16.(6 SEE SHEET AI. 1040LF HOJSEBAN 100OR414RLYI'OS ' ® BINDLE NOUSE EXRg1L9t'EAN CON EOWD • ' A PROYID . b• DIAMETER FRESH AIR INTAKE FROM A lf HOUR Tll ER 100 q9 T N uak YT0 .OUTSIDE TO REIUR'I AIR PLENUM AT HJRIAGE: Q T'HERt1OBTAT .'50 ABOVE FLOOR- . UNTO MOtORIZEO'FLCW DAMPERS. - B PROVIDE THERMAL- EXPANSIO1'1 TANK.AT WATER O Div SMOKE DETECTOR fR sec, HEATER IUM4 ISATTERY'ELACIGE 1N1ECZCON'ECTED C: STRAP WATER T HEATER TO FRAMING 1 -2 3/4' GENERAL= PLAN NOTES I 1' OCCUPANCY SEPARATION: - - APPLY (1) LAYER 578`. TYPE 'x' GIVE. TO ALL WALLS AND CEit..NBS OF GARAGE SIDE FROM FOUNDATION TO SHEATHING.. WRAP POST AND BEAMS. APPLY (2) LAYERS: TO TRUSSES AND TJI FLOOR JOIST. SEE DIV. 010025 SHEET A -I P-z I 13/8' MIN_ SOLID CORE DOOR WITH SELF CLOSER. -o BE ?1C.'+T. FITTINIG DIV. 00025 SHEET A -I P - STAIR ASSEMBLY NOTES: PER UBC SECTION 100 SHEET A -16 ' A HEADROOM MIN 6' -8', WIDTH MIL B. TREADS I0 MIL DEPTH, RISERS S MAX. HT. C. HANDRAIL. MN. 34' TONTAX 38' ABOVE - TREAD NOSEY. HANDRAIL I WM. TO 2' MAX CROSS SECTION DUMENSICN MD I' I!)' MIN" CLEAR FROM WALL: RETUR'I RAIL ENDS. D. INSTALL PRE FLOCKING AT STRNGER5 TOP AND BOTTOM AND ADJACENT WALL(S). E. CO USABLE SPACE INTER STAIR W/ 5/8' TYPE - 3/ GWJ3. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIV 01006 SHEET A -I I SEE COVER SHEET FOR ALL GENERAL NOTES AND warps-ems. • 2: ENERGY ANA AIR OUAILITY i- FORMATION SEE DIV. IT SHEET A -I ' SEE BUILDING ELEVATION FOR WINDOW OPERATION BEE DIV. 8 SHEET A -I • A. SEE TYPICAL MATERIALS LIST ON SECTION SHEET ' 5. SEE COVER 3FIEET FOR ALL NOTES ANp REQUIREMENTS - CONCERNING MECHANICAL, - PLUMBING, AND ELECTRICAL. SAFETY GLAZING' PER U 5F„�71QC1.19�6. . • A'iIAN'D011l� WTTHIN IB•.. OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SHOWERS D. GLAZING IN DOORS E. WITHIN STAIRIEI.LS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE. DIV. 00000 SHEET A -I - EGRESS WINDOW PER WIC, SECTION 310A SEE DIV. 08600 SHEET A -I IGNITERS FOR GAS FRED APPLIANCES M GARAGE TO BE 113 MIN, ABOVE TOP OF SLAB. SEE DIV. 15. SHEET A -I COVER WALLS ADJACENT TO TUBS AND SI4DUERS WITHH N0N- AI960RBENT MATERIAL TO T0' ABOVE DRAIN INLETS. SEE DIV. 09250 SHEET Al - (2) LAYERS OF FLOOR SHEATHING OVER 8' MAX. RISER WITH 10' M0 RUN F MORE THAN (3) RISERB.'HANDRAIL REQUIRED PER UBC, SECTION: 1006 SHEET A -I 18'x24' GRAIL SPACE ACCESS. INSULATE AND ILEAT'I -DER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND IJEATHER STRIP. SEE DIV 01002) SHEET A-I FLOOR MATERIAL. BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE 4566 - SLY NOTES: A DIRECT VENT FIREPLACES,: INSTALL PER MFG. SPECIFICATIONS, SHALL CONFORM TO MO REQUIREMENTS. SEE DIV. E10024 SHEET A -I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO etc REQUIREMENTS. SEE DIV.•01002S SHEET A -I C. HEARTH SHALL CONFORM TO " ABC REQUIREMENT. ' ... SEE DIV. 01002.8 AND 9 SHEET A -I D. 5/8' TTFE ^x', AUIB ON HOUSE SIDE OF CHASE CLOSURE TO ,ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OE WALKS .. AND DRIVEWAYS 3' DIAMETER STEEL POST • 36' GUARDRAIL PER UBC 5092 A AT STAIRS SLOPES AT 36' ABOVE STAIR HOSIJGS. 'B' VENT FOR MECHANICAL. I' CLEARANCE ALL SIDES PER UBC SEE DIV. IS SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE LIP AIR - STUDS UU !INSULATION MIN. GARAGE 536- SF . DECK I' PATIO 126 sF . swam aRE FOOTAde IS'HEASIJRED TO THE '.. . OUTSIDE FACE CF 54ALLS. STAIRS ARE CANTED C $ RI P G A E C I E {gCAI, GUti - 4 TI� � T OCBEL, ° L " IDEDDED 1N C/uu r B. ' MAIN FLOOR , 1204 SF UPPER FLOOR - 1155 SF TOTAL 2359 SF ELE - ., FeAT CE Emu Immo \? ,1®11 �� 'ffi s0a�sa\�wvr� ll T ' IS THE EXCLUSIVE PROPERTY OF THE ARCHfH CT` , - - • • • " D Date B B D Descriptor', . . ..- c G Gal P PPER1IT SET 5 'REGtStiftED K -, ..•. - . . EN NII . . , ..... ....,._ - MN --- . , a.2,1/2. ROOF VENT CALCULATION BASB) ON 3 2 -1/2 NOLEN PER VOWEL . .. : ROOF VENT CALCS BASED ON UBC SECTION 15053 TOTAL ROOF AREA 1062 SF/300 .651 ' EF OF VENT AREA REQ 50 % AT EAVE • 3TA• - SF REQUIRED 60 -. % • 36' (MN) ABOVEEAVE • 325'. SF REQUIRED 6 ROOF JACKS AT 50 Q. N. EACH•_ B. IN.. - SF - LF. CF EAVE VENTS AT 52 SR HALF. 478'4 SQ. M.•332. - OF 0_• GABLE END VENTS AT IL_ x 0- • 0_ SQ. 34.•0 SF 0_ GABLE END VENTS AT 0_ x0_.• R- SQ- IN..O SF 4 GABLE END VENTS AT DIA • 82 ' SQ. IN..i14 SF TOTAL VENTS PROVIDED JACKS • 20 SF ROOF - EAVE VENTS, - .332 ' SF .. GABLE END VENTS. 114 SF TOTAL SF OF VENTS PROVIDED .654.. '. SF . AREA MAY BE 1/300 F A VAPOR RETARDER IS INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION: MC 150532 •EFFECTIVE VENT AREA BASED ON A 30% REDUCTIGN. DUE TO 1.1.4' MESH SYMBOLS & LEGEND POINT LOAD FROM ABOVE . POINT LOAD FROM ABOVE ' WI LOADING 21 POINT LOAD TRANSFERING DOWN ., POINT L0AD`TRANSFERN6. DOWN W/ LOADING HOLD DOEN_ WITH AIL° DESKFIATION VERTICAL - STRAP WITH SIZE DESIGNATION TO BE USED ON FLOOR BELc U HORIZONTAL STRAP WITH -SIZE DESIGNATION Q INDICATES 8EAMGA4..CUL4TION WITH ._.. INDEXED NUMISER EXTS'VT OF SHEAR WALL TYPE OF W14EARWALL - WALL ABOVE 111111P11,4.1Wel £'!SLOW ., O LESS OTHERWISE E1k�FEERJN6: AND CA AWNS:' NOT m-• DEO. IN - THESE D^ -• I GENERAL FRAMING NOTES F RAMING L i K EYNOTES 1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO L.L WFOR HVACDUCfIAG. SEE DIVJS - SHEET A -I RAKED PONY WALL ON TOP OF LOILER ROOF F-2 FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF . JOIST WITH FACE OF WALL ALkSN INSIDE FACE OF BEAM WITH OUTSIDE I FACE OF WALL F - F -3 F -4 UPSET - BOTTOII BEAM EVEN IW BOTTOM OF JOIST AND TOP CF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM IS FLUSH WITH BOTTOM OF F -5 1 JOIST WITH NO TOP PLATE. OUT ADJACENT FRAMING' MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT F -T I SEE CALCULATION SEE Div. 01002 SHEET A -I FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV 06100 SHEET A -I. SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT - PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF BEAT EVEN WI BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP OF JOIST AND BEAM EXTENDS DCIIN BELOW JOISTS ( F -13 TOP OF 15E41 5' BELOW -TOP OF JOIST TO L ALLOW FOR HVAC OVER 6EAM AND SEAM BUMPS DOW BELOW JOISTS 2X6 OVENERATTING • 24' 00 - ( F -A F -5 F - I0 3 l F -II 1 3 F -12 3 F -14 3 F -15 A. WEE COVER SHEET FOR ALL GENERAL NOTES AND 2 BEE TYPLGAL'NATERIALB LIST ON SECTION. SHEE 3. SEE COVERSF FOR ALL NOTES AND - REOINREMENTS CONCERNING MECHANICAL; PLUMBING, AND ELECTRICAL. ' 4. TRUSS DESIGN BY'MAMF. TRUSS FLAN -51-101N IS FOR GENERAL LAYOUT ONLY SEE DN. SHEET A -1 _• -- TRJSS' LOADING SEE DI, 01000TA SHEET A -I - TRUSS' SPAN PER FLOOR FLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING_ SPACING, 24' oc_ UNO: 6. ROOF FiTCH- EXTERIOR FER'ELEVATION INTERIOR PER SECTION. T. RAFTER TAIL 2x4. VERIFY._ A. ROOF TAIL AND RAKE OVERNANC PER ROOF PLAN - • 5, ALL HEADERS ARE 4xIA DF •2 UNIJ. PRONDE - (V TRW STUD UP TO 4' -0' SPAN AND (2YTEWITER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -I 2X6 CEILING JOISTS • 24 Y C*7 O N . (0T yr "fU.. a g 1 O d N: N Q.. Q. IT CITY OF TU E NI CXS PER IT C. ILA 6!•1® . Y Kappler Architects, P.S. Tr , 01,-' Con is 9 PERMIT SET 1 ; , � GI T s E T G _ . 13.400: Northup Way, Suite 33 � ��* Bellevue, Washington 98005 ® *1 , wee - IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT FOUNDATI D Al 3I4�r-a� 2X4 TOP PLATE GAR.E VOILf2 MEE Fen PLANMRBI)E) NAIL SIF-041.6 TO FDRUV 6O NAILS .3'OA• c LOG . UNO. ON 641R WALL S 2 -244 6TlC6 -NA9. 61EAssa tlY dd NASA •: 3' OA TO EAO4 DUD Dia' &MOLL DOER NAY SR HAILS 13' O.C• Au. FMB. toms, 4 sups ONO ON Slit WALL. SCF ED. �I�- =1111 .fill - _!!lull �I11I11 111111 ' Iii... Ildii ullu I illiif =lolil 2 -2X4 PLATES NAIL 5UTG TO EA PLATE ABA/ MB1 EMBEDMENT UFO. OH SIR NALL BONED. CANTSi)OHB ROOTING WV.' ABBY 2,(2, 3A6 6O. STEEL PLATE BIASIARB • 4'40 OA OOM3 . S e4 A-12 EXCEPT' DE A* NOTED ON A SAL L • SCHEME 714114 BREED •. (V •4 BAR • TOP If vECT. DAR • Tr oe (DM.3 BEET A4) 4'PERF. Frs. DRANILPLTER (DIVJSIEfTA -) . (4)M BAR CONT. DM. 3 SET A -11 - 60LD avows M' - vERT. BAR •. Bra Mix 3 BEET A-I) .4 RORY_ BAR • IB' ao (DM 3.DEETA -U ART. J- BAR • fr ( ae. (DM 3 DEFT A -U 4' PERF. Fro DRA ISFLIH2 N 24' GRAVEL I (DIY. 2 OFEET A-) (4)M BAR CONT. (DM. 3 BEET A -l) SOLD &ESTRATE 4' c. c. SLAB OVER 4' ROO( 0,ER. VAPOR BARRIOS ADO BARS TO HAICN REINKRCSD riTA/ATATATATATATATATATAT CRIPPLE WALL 12 jJ 3l4eP-G'. TTP. MOOR MAMNG PER FLAN SEE FOUDANDLDUAL(6) TTP R 022RtAt91GT ERPLA)i (DM 6BASET A-U - EIBALI. 6Fffi A-U SEE FAIDATION DETA6..(6) FOUNDATION. DETAIL FOUNDATION. DETAIL 3(4=f -Or l 3/ FURRING DETAIL HOCKED DE, NAVSINIErt .. 1E PRIM Ev.2 Da FL (Div 4 DIrL AV .RIRRN BALL - rAR trice - vAPCR BARUER SEE FO/DATICN DETAILS 3f 4-C 08100-03800-04-3.2 ATATmiTAT1 -- RILL 6lDTN TREATED ND NU C.011T. BREAD FTG. PER PLAN (D M. 3 SHEET A -I) • 45' (3) =4 BAROOJT.O W. 3INSET A -U 4' OaD. SLAB cNER 4' GRAVEL BED (DM.4 6NEET -U 1FEAT D TW 6LL (DM 6 SET A - U r ARBPACE TTP. 44 von FE -BAR SRJM WWHT WALL MIMED INTO 8LA8 TREATED MID S$.. $EEFa DATbI DETAL5 POW IYD BEMT FiAN TOPCF FTG FOUNDATION DETAIL CANTILEVERED RETAINING WALL SOLD SUBSTRATE (2).4 BAR CRtf. (DM. 3 SHEET A -U M vER(. J -BAR • O' a (DN.:3BED A-U UMW eta STEEL PLATE WADERS • 4'-O' OA (DM.3 SHEET A-U EXCEPT .A6 NOTED ON DIENDIALL Sa®ILE T' 191 HEED. (2) EAR•TOP M ANL GARs D'oc an 3 BEETA -U 17P. EXTERIOR WALL CoNSTRIDT .. FfR FLAN (DM: 6 SHEET A-U LOCATE SEA1)ANG JONT i .. -.. CRTI'ION FE)'EER IRT.dOARD .. T7P. MOOR SUMNG PER PLAN . (DM. 6 $ICET A -U TREATED IW ALL $EPa$ IATIONDETAIL(B) • . - TTP EX19tlGR BALI. CON67fEGTION. F.. ..1.A4 (DN 6 L'N?T A-U , T om [ TgE,�DiEATf JONT \I TiQATATATAi�I , I -- `^ °,"d f..tl�9'��•r� , -r •. - •: iI4' I T WAD BEAMS PER ( " N i a9 TREATEOIID ALL 9EBF01DATON MAUS, T7P..Ii r "Zi G PBR °I-4k mnr a eru FRAMINCl/FOUN'DATION.'DETAIL !lull" PERM CE ILq. FRAME OVER WALL TYR OMER' .. , FibdA PBZ 6EYAT1R1 EAVE DETAIL 3/4' T EAVE DETAIL a. _ -It' ACME A90Y£6A -T. NBI!_ OR Q' ABU£ & N NBIL. i)'PHeN. 7CF CCN dTR1CTI61F. r MK cut Fat Neat, NI CVI•ADE FACE AT. CALL ■ 7X ELQ7RYa WIH (311' ! HOI.EB YIIR! BCRFFH am ELEVATICM �'- E< ED TRUBStAIL 1iR. cortex ' ABCIA PER ELEVAAIQ* latipS2 SHEAR ::WALL : - ' PERPENDICULAR TO FLOOR JOISTS 3/4W-0' f1000•20KK SHEAR WALL. PERPENDICULAR TO FLOOR .JOIST OFFSET CONDITION CANTILEVERED FLOOR JOIST 3/454-0° oo.aeao oe 7 3/Cer -Or 4f4PAN3 EDGE BUM. 1501101 PLAIE NAILrG FERWEAMIALL SaEDILE L 'ROOF $4*-41141W6 VW OSB APA RATED SWATHING (24/0).'LAY UP UV MNMUM U8' SHEAR WALL- PARALLEL CLEAR BETILEEN PANELS TO ALLWL EXPANSION. NAILING NOLL BE. &I AT 6' es AT PAELrEDGES A O 0' +x AT, 141ER7EDIATE SUPPORTS: PROVIDE EDGE CLIPS • 24' OL. TO FLOOR JOISTS • FOUNDATION :. • ALL UNSUFPORTED EDGES. ALLOWABLE DIAPINRAM E. E4R•Iem aria =uepIr W4 W-0' 11000411500.02 2 FLOOR MEANING 314' CDX TAG ARA RATED PI,YUIQOP (48124) NAILED AND GLUED. SHEAR WALL o CRIPPLE WALL SHEAR NOTES GENERAL NOTES I ALL SISARLLNI.S: ON. IRE FLOOR PLAN ARE FOR 'WALLS ON THAT LEVEL (TYPICALLY SNOIW SHADED). 2 PROVIDE SIIW STUDS AT ALL NOLO MIN NLOCATIO NS. SEE MANFAC1URER'S RECI4REt"BJB:AND DETAU.S FOR EACH TYPE HOLDOUII STRAP.' ND CO * ECTOR FOR PROPER. INSTALLATION. 4. ALL Fin= D OR GYPSIu I sFeAn tAus emu_ PEE APPLIED ... : HORIZONTALLY OR ON STUDS: " EDGES: SNALL BE STAGGERED AT'GIaNTER O: STEDB. /*V BLOCKED PER SCHEDULE 5. DO NOT OVERDRIVE NAILS INTO SHEATHWG. 6.: E * AM-ES OR SamLeA RE NOT AN ACCEPTABLE ALTERNATIVE TO NAII.9. UNLESS PRE•APPROVED $Y. B E BUILDING OFFICIAL ADHESIVE SHALL COFNFO141 TO APA SPECIFICATION AFG 0L PROVIDE TNG EDGES AT LONG PANEL EDGES. NALNG SMALL SE KNO AT 6' oo Ar PANEL EDGES AND IV oo AT N1150•EDIATE SUPPORTS. ALLOWABLE DIAPHRAM. SNEAl2=2I5•0232 =TTiper 3. PLYuXJOD.8 ALL BE LAD W/ FACE . GRAN PERPENDICULAR . TO SUPPORTS AND e -JOINTS ST,ifGEIWD 4'-15'. • 9119 'HMO' bad 0.0072 VNPX013 .9 • P 9 :PP • Mel . 1:20.11 Y3 • 31 STH .o-avve NO1110N00 4001:1 aooivund WW1 • 333 /9101" $t13 70 3. • .39.1/110 The ra num 5tiliNgia 443 10112•1141. 11Th '9331•31110/ SOWS P' .11 PI 0100.00-0004 fi Nowalloo A00E1 000/Vald 03141400!, - maim; GO tind S3d 3WWJJ 031 MIPP1318 003 70.P•P3 +424.Nao 4uNktal ?D‘ o L totivArm mral -1,447 ?pp gwa 13& WW0013 0.1,013 • .• • P 31n=1.9.4=0:3 93131 • 1,011.11.20 i003 7•714.1.4 S i ecisamotoo4 acrootao-000u 9H0014 0 dVELLS NMOC1OH -alloo A001:I 01 11YMEN31-16 1:1011:131141 tasiDrewaNco NO013 'all allow% sad ovivata TM9 m 14./.71131.3.00 11511.433.1.,P.1 31110314.9 ertirom (mu soca laird Wld 213.1 escrrai O 4mor Ten 213d 134 n TM *111 31V1•111011C, ' 19 KW3 311103C6 33.1 11 42131.1 t 3PC13 131V.1 31 33d .1•LIP33 mum timUMVeUmmum - MMirdis " -3/Y1114401 01J1 • . - "72.11.741 menu oriroirrrin - era* to4.4 -aincE"m riaitlE nw par • 91N 4-.4 ,o-p.sve SH001.4 11f crifE1.12 NAKOC101.1 2007,311 Itnd wag .130f VW 37103 3:11141•3191 d 1401103