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Permit D2000-221 - THE JUNCTION - LOT 4 - NEW SINGLE FAMILY RESIDENCE
THE JUNCTION LOT 4 5627 S 150 ST D2000 -221 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 -0040 Address: 5627 S 150 ST Suite No: Location: 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: Slopes: Streams: Contractor License No: TRYONCL013DH OCCUPANT THE JUNCTION - LOT 4 Phone: 5627 5 150 ST, TUKWILA, WA 98188 OWNER TRYON CONCEPTS LLC Phone: 425 -228 -9750 PO BOX 146, RENTON WA 98057 CONTACT DON TRYON Phone: 425- 255 -6518 14420 SE 84 ST, NEWCASTLE, WA 98059 CONTRACTOR TRYON CONCEPTS LLC Phone: 425 -255 -6518 PO BOX 146, RENTON, WA 98057 **•**'****•********************•**********************k* k* k * * *k ** ***k ** * * * **• ** * **** * ** ** Permit Description: CONSTRUCTION OF A NEW 2,367 SQ FT SINGLE FAMILY RESIDENCE, 535 SQ FT ATTACHED GARAGE, 100 SQ FT UNCOVERED DECK AREA AND 120 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: WATER, SEWER, LAND ALTERING, EROSION CONTROL AND STORM DRAINAGE. ******•************************************************ k* :k ** * *A* * ** * **'A ** ** * * ***** *•A* Construction Valuation: $ 216,688.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y 'Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 139 Fill: 139 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street User N Water Main Extension: N Private: N Public: N ***********************k*********************' k******* ** ** * ** ** ** * **** ***** ** ***** *k* TOTAL DEVELOPMENT PERMIT FEES: $ 3,164.77 1 *: * **** ** * ** * ** * *** **k** ** **** *•*** * ** ***: k **•********* * * * *k***k***** ** *** * ***** *** * ** Permit Center Authorized Signature:_ I hereby certify that I have read and examined thWs permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:__ Print Name: DEVELOPMENT PERMIT (206) 431 -3670 Permit No: D2000 -221 Status: ISSUED Issued: 09/20/2000 Expires: 03/19/2001 ida_Dateqa):al_ eM Date: q t —z 0 1—oa This permit shall become null and void if the work i_. not commenced within 180 day from the date of issuance, or if the work is •us pended or abandoned for a period of 1C'0 days from the last inspection. .. way:. -!qtx+ ewe. rnr +rte.�w^^aelinN'wpawrr�ew'?vSn+. �ww�wm...w.�.. I EX a 0 0 : . co LL-1 N u_ w O u_ v . H =. 1- O. tu Dp O co 0 w uJ II i L O Address : 5627 S 150 ST Suite: Tenant: Type: DEVPERM Parcel 0: 377930 -0040 CITY OF TUKWILA Permit, No: D2000 -221 Status: ISSUED Applied: 07/06/2000 Issued: 09/20/2000 *' k k*• k******* k*• k' k' kkA* k• k• k*• k• k***** k**• k* k k• k****• k• k* k• k k**• k• k• k•k *k * * *k * * *•k•k *•k *•k•kk•k 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 shall bear the seal and signature of a Washington State Professional ',Engineer. • Any exposed °.,:insula'tiuns'backing material 'shall have a Flame ;Spread Rating of 25 or less, , material shall bear identi- lication.`showing the fire'' Performance rating thereof. All construction to be done in, conformance', with' approved plans/and regu iremen i s of the Uniform B u i l d i n g Code ; >(1997 Edition) as , amended, Un ifo'rm Mechanical Code (1997 'Edition) and . S Energy' Code (1997 Edition).:. . ;Plumb ng shall be obtained through the Seattle-King County Department of Public Health Plumbing will be inspected by that agency, including all gas piping (296;4722) Notify the City of Tukwila, Building Division prior t ,p l,,ac i ng--any concrete: This procedure' is in addition requirement s:,:for,.,special inspection All ; iobd:. remain in placed : 'concrete shall be treated wood.. • Validity of Permit ,` The ; issuance of a permit or approval o plans, 'specifications, and computations, shall not be con struef to be a.per.nit for, or an'approval of, any violation'.` of any of the provisions of the building code, or of , any other ' ordinance of the jurisdiction. ' permit. presuming to give to violate or cancel the provisions of this • code shall be va l id . Electrical permits shall be obtained through ° the Washington State Di;vision' Labor and Industries and all electrical work will be inspected by that agency (248-6630). 10. There shall be no ;occupancy. the building(s) until the final inspection been completed by the Tukwila Building 11. All mechanical work ;shall be under separate permit issued by the City of Tukwila. 12. VENTILATION 1S REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH 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. Inspector. 15. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site ur 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. 17. :FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V 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 BE S AT THE 'BEGINNING OF THIS PERIOD INSPECT AND ,MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, .;;DURING AND IMMEDIATELY FOLLOWING STORMS FROM •MAY 1 THROUGH SEPTEMBER 3U, INSPEC`f' AND,` MAINTAIN TEMPORARY`:E.RO ION EVENT1ON,.AND SEDIMENT AT.:LEAST :MONTHLY. . ALL DISTURBED AREAS OF THE SITE�`SHALL BE PERMANENTLY-'`' STABILIZED PRIOR TO FINAL ' CONSTRUCTION APPROVAL, ltd. .The Land Altering Permit fee i based upon an estimated :139.617 of-<, a fill. If th.erfinal quantity exceed o amut, the developer ;;shal �ie requ sired to calculate '`tile fina;l` and pay, the''.di�ff e n`ce in permit fee prior .. toy the Final ',Inspection' 7. J V , 0 0 N0 ' to w N O; w IL at r H 0 z � U. LLI U �. 0 N • G F- I V ! U. 0 ', 1 z 0 z , Permit. No: Status: S ite Address: Location: D2000-121 ISSUED 5589 S 150 ST ATER METER SUPPLEMENT WATER .METER Water Meter Type:,, PR!vl' 'If, Water Meter Size: ';': ' - .- • Ouanti , J1 _ Work Order. ''','-_. .5204H . i .,,,...,,,,,- .., .,..,, .. • Connect i ot - q.1 ,- ' , -, -', ,$60,00 ! . . Install •:15eiliosit ° ,. 150.::00..-' Add '1 Install Depo t : ...,.. ian R -,:,- -''-'''. -' 410.00 H ' Trispdeion:Fte: , t15,00 I) ci al „ On Fee: ; , : 1 . .'i.iclb Special A ... k il' :, „, yther - Fee . ; s ''',, . op....,.'; • , , „„,, -;',.--,-.,,,,,,:d ‘) -. TOTAL .WATERMETER FEES* PUBLIC WORKS ENGINEER APPROVA ;,-- •.,-., . DEVELOPMENT PERMIT LJM • .WATER METER B 60.00 1 ' r 1' Apolied Date: 04/26/2000 Issued Date: 06/12/2000 WATER METER C .0 0 $.00 $.00 $. 00 $.00 $. $.00 $.00 $.00 Project Name/Tenant: /,.- .� Type of work: 0 New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construct / Site Address: City State /Zip: -562-7 .5 , is �*c Z Kt:.., t la cc,), Tax Parcel Number: 3775.3 - Do ¢O Property Owner: ---- . ON CvJ &Pr c_--e— Proposed New Square Footage: Z'34, 7 sq. ft. Dwelling t'2O sq. ft. Covered Deck(s) Phone_,: . 2 Z ?75 Street Address: .LAX (46 ( � Lc.la City State /Zip: o '7 5'7 Fax #: -, z •04? 7 Contractor: "I FtbA Coke-Vs 44 C.. Phone; 4 FLS Z2 ' 775 Street Address �- ] L /mil l<<'61 sty State /Zip: ` r 57 Fax #: �Z � Z2(3_ , 723 Architect: �r0 / �� &''41e.2 j ( Phone: e 51e( S 3Za Street Addres : ��f Sri /6 c (,/v C ity State /Zip: 7 X`T Fax # S c' 3( t' s 0 � Engineer: 4 0(el ,,stet t C -5 '(` Phone: Street Address: City State /Zip: Fax #: Contact Person: / on — b � `� Phone: , S S 715 lv s`l, Street Address: get 64_ Ne Cit 9, ail :_ Fax zs j Description of work to be done: Neck) 1I �� _ ^ 66 USE OF Type of work: 0 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: R. Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Z'34, 7 sq. ft. Dwelling t'2O sq. ft. Covered Deck(s) .535 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /o 0 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ^..SV 75-7 7 0 , 15 *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUIr'ilLA Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT REQUEST FOR PUBLIC WORK SITE/CIVIL PL•AN;REVIEW THE FOLL`OWIN ` ('Additional reviews shall be determined:' by. the Public Works: Department).:`. )^ ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)* ❑ Flood Control Zone ❑ Hauling El Land Altering: 0 Cut 50 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: SI Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public • Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El 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 application accepted: Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 •BUILDING,OWNER.:.OR AUTHORIZED' AGENT. ' Signature: — D Date: 7_6 ,-,p(J Print name . A A ret j,.-,#0 P P Lp E $ ZSS 6 /er' Y YeZ( Address: C C ity /Slate /Zip: 9, ALL SINGLE - FAMILY RESID IAL PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPAREL iv A REGISTERED ARCHITECT OR 1,t)FESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County Cl ❑ 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). ❑ El Foundation plan and details El ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ El 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). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner/Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part: of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. z w rt -.I C.) 00 CO w w d = w z � w w U co _ • 1- W LL'O w U N H= O ~ z 'd( iii i� '�'r'�r ":T f:',. 1 i .ai **4 **. *A•k k * ***A * ***.** 4* *4AA***A.tkAAkAAA 4:AA AAA *AAA A4.ytd;4 *A4 CITY OF 1`UK.WIL.A, WA t PHN5MIT **A*h:tA•A* * *A *A *•A **•A•A:�• .A k' Ai `•:1;,A k •k, *A.AA **A :4*:kkA•AkA2i•A4AA4c*AA TRANSMIT Number.: R9800361 Amount: 2.492.95 09/20/00 10:02 Payment l4ethod. CHICK NotaL•ion: TRYON CONCEPTS xriit: TLI3 Prrmit. No D2000• -221 'type: DE:VPERi1 DEVELOPMENT PERNI•f Parcel No ;177930.0040 S i t Address: 5G27 S 150 ST Total Fens: :3,1x34. - :// 2,092,.95 Total ALL Pmts: 3,164.77 Balance: .00 AA** 4A e* A.** itAA*AA *AAkA * * * * *4FA4** * * *A * * ** AAA -AA *AA1 *:4A,k1%-A•As•d *A Acrount Code De9cription Amount 000/345:...83() PLAN Cl•IE r K - NONPE;i ?;ca' -11071.82 000/32 2.100 BUILDING - RC5 t,":'a;,. 10;40.95 000/3 PLAN CHECK RRCE; 1,071 82 000/345.830 PLAN CHECK - Limn •20.00 000/345.R30 PLAN CHECK - WATER METER 10.00 000'38L 04 STATE BUILDING SURC'HI`RCE 4.50 000/342.400 INSP FEE -- UTILITY 15 0J 412/342.400 INSP FCC - SfDRIi DRAIN 15.00 402/342.400 INSP FEE - SMF: /5`35 20,00 401/108.102 WATER CONNECTION 60.00 401/31:36.520 WATER INSTALLATION (DEP) 150.00 40.1/342.400 WATER INSPECTION Fl=t: 15.00 401/343.405 WATER TURN-ON (EE: :5.00 000 3 2 1 LAND Al_ IN PERMIT FEE '2.00 000/3 1.830 LAND ALTERING PLAN CHECK T4509/22 9 0.50OTAL 4324•6 k/A3wi4.�t5a�aG a.lugl Y.• fF.d•:txdrYtii.. �.'i�{tii �i..(: "r «41'.�1:� ° •e1iu+.K'h[tiw.x S Nk,era..Y �'il F4 vrn9rt CHECK _. NGW;E':'i' •A *4 *'* *•k*:;* 4* ** * *A *: k *.A. &* A y k:4 ** k *A•• +•* i s ,t.s k *•A*.A *dk;vA *, *AA.k * * *r t A I T. •U Y Of 'f q l('4 t L f. WA' k 'k k :t ,\ A * := K4 -,.. ;4 * a: ;/ > t * A ,t k :t A• * st' k .. •CVA4Si4:17 id•mbfsrr, Pis'yrti3iA (aot'int • 1.(: - 11.!34 0/v / - 00 12:3i4 is.ttyaci" hi CHEC Not:Ft,i�trr. TRYON CONCEPTS 3 it;: i'i..I3 • • PQ r n i 1 Ma , C 2OC('Ot 221 TyPeg Crt.r> PERM DEVELOPMENT pE'EMIT I'..rr':c el - No:- 1 ?''' JU•-.4(��4C tE .. atlr e5 Sfir S 15(i ST _ 1 C)t'it 3 ALL Pmts . 1,'071.82 [i ill < r /c� + : 1.IJ ..:3,. 4 J * *447A•:11* X11; *1 k * a *k A* A3 ** *•1.11 * * *1:k4:•'•.'.'A*4. :A '4..1 & * *? *fi *A' * / 4 A*stl *. iac' aunt; C i 4 i ? De sO i n t i crn Amount j.071.82 TROWSIIIF j; * 1a .t , * A of +: * * 1•• * :t * A * k * A t •!• k :t h d: 4 U4 Project: Type 9f Inspectio �"- , Address: 543d 5,150 at Date c ,3//t/ 0l Special instructions: Date wanted: s.3/0/0 ./is0 / a.m. Reues er: Z/r Phone: a 55S -S9 '7y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 11 per applicable codes. Inspector: , r 11 INSPECTION RECORD Retain a copy with permit etttNI wi;R Kti7t,vi' " : L. , .� 8v a. A ;�!(r_..,.�,v., k"'" " . .• , +.a. PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: 0 14- F , Date: 3 -1 — 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,z,,.r . of .tiY:,t.,a,W.�,N�!3ah.WG.�a`4k� ✓.r }3x ;my Siar!;i'Y: ibe.. 4 `s* Itt .r 0.e. .rt..a.:ti, :ii•Ad 3:ti re 2 � 0 CO 0 W W '. 9 W O u_a I — ILI Z Z �! V 0 — 0 H, wW i Z I— r — U. 0 = ` 0!-` z Project: Type of Inspection: Address: 6'641 S I. 0 Date called: gl - 0 I Special instructions: Date wanted: 311a0 I 0":m ) Requester:- ( ' Phone: CP 3 -6C-2G GLAS s5 S p 0 Approved per applicable codes.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 3/ f/ Coo- as I PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3/0/ C t2th uhka - Ge' f�Jly. 3/sioi 6,4 3/o/of - 3/ Edo ?4 .G ' -0 904_4, Inspector: 6'v Date: 0 $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: .k,lit. #ii4 l Project: ....— 1 -e �' 4 t c ii c.+1 Typ of Inspection: l Address: 5607 3, ISoY'.a Date called: 3/0 Special instructions: Date wanted: ' :t . /6 i Ca p.m. R 'u ester: DWI Phone: _7)-01N - ? 5 S - F9 '7 L/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 b2o1f) - LZ/ PERMIT NO. (206)431 -3670 COMy c _ / 1 r�(a roe Gt /u 3 ,) / 1/p, a I. 4,vv- / 7,7 s atA Date:j� --(3/ Approved per applicable codes. Corrections required prior to approval. $47.9EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . w»«' E=::: .3Y°��'S,4`urc...'.L'`�::".° ", P�+`e w?sR'+ ^vN .BA•Y �., A axh!F4 `h7�if �r.'",�C�l; aMiM+.(d:r%x.dscitJr' *xt.. ?jai /< ' u4Ha44i� 'Yu`'��,Yabirk 4.14:4.),Y4W.f" . LLU 00 coo N w w gQ N O ' w z � w� w U 0 I— u i LL 5 W z O F " z ►ills. {; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: • ( t INSPECTION RECORD Retain a copy with permit Project: O h ( (on a s is Y1/43i. Special instructions: own. 0.17.0 % �-- �fi \tom Type.Qf I spection: Dat call d: 1/19'/ /* Dat7w nted: a.m. Rester: j) Phone: NZS - Zss- CSI Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: (206)431 -3670 Date: 1,..22, 0 Ej $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: I t `V tti KSa tf:& t IU6X s ~ta s• F: 5s EW w un. » "s2“M; '. 4 n1.':T.M kaiJ , 11, 144 iu 404.44k.i :! 3iuN'c ii co ww o LLQ I-- w Z I— O Z tu 2 0 co G I— U. O ; lU Z 0 Special instructions: Inspector: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 per applicable codes. Corrections required prior to approval. COMMENTS: * TILIA 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule einspection. Date: Receipt No: INSPECTION RECORD Retain a copy with permit w ►4nla y .ate : ' Wit.: ?.JS,.? a1.�:tiF r„ ,a }�,a7:Sl�.r „t.wl�+s.4t n�J✓�eSS'ei.u:', �k L,�{ ",u ^ vii'ivu�.�` r { / PERMIT NO. \+ wG l (206)431 -3670 t tl'rd ' e3lfeS'f4't�S. Re iu: et 2 0 co 0 ';. to cu co LL W 0 LL Q i. CO 3 , I O Z H D 0. co 0 0 U.1 W IL H , 0 : w fA r=�! O • Project: -1-7" 77 J L1A c fi r� o I nspe ct ` ion:� /r7 svla,n cr Address: �k S1�2'7 S, /So , a l at ced: D /y //w f - Special instructions: D to ant d: /sue jUl C a.m! p.m. Requester: Phone: /ZS - 255 -lr.S' /S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 W - pproved per applicable codes. J Corrections required prior to approval. COMMENTS: 1 nfreC it1�., nvn l(Yk -k 10 C'nw �o1P��4= Inspector it . 9 0./WO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t D- Receipt No: Date: L'kit.'+Gk` ti'� Swr�i` . -�:p� .' ASV .1,1 L • z 00, 0 W co U- W O 2 :3 u. — a W '. z LIJ U CO O — 0 H' w w U _ ' — O Ii Z 0 O 1- z COMMENTS: ' Type of Inspection: .1 ,) 1 r\ 5L c, _1 t r)1e\ ..:. w vv n r- P- OM" ()V r v Date called: I -- e1 -01 --N-L. trot . n P fl! S A-0 1-1-e 9c. Special instructions: 1 x 1^ C UY� `- \4 A W'-1 -L - k— -r 1 ovV'Gh01i Date wanted: I-10 SPry e.., *L \r.So\a c n 1 k Requester: i t t 5`4. \o/ c - Q r r rt wt i S h -0-A.5 Phone: Zao 25 Jp l e- - t - r) Co (k) R 1 ns, cif Ia u s-e -"% hal cu C3 9 ea y..� (1) 1 #\ D t r'k r9 I h S' C-4- ; O Vl At Pro'ect: Type of Inspection: Address: 5_(<,21 6. I ID Date called: I -- e1 -01 Special instructions: Date wanted: I-10 a.m. p.m. Requester: i t Phone: Zao 25 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. XCorrections required prior to approval. Inspector: fe Am Orr Date: ' —/0_ t $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 d+ .ga3 44usge :.4,& zik i wok § T '^-1.o era• 4.., CA� 3.4.4,1•4 U74 ±,};;i4 PL n21�nNYI .�4JikFx,l.Yk✓ . ' i t 1 ' F-0 Z H Lu ni U 1/1 1 1L ij 0 ill Z 0 1- z J Approved per applicable codes. COMMENTS: /7/6 4 4 qii , - 1 944 - 4/ INSPECTION NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: "r he TufC.Tton Address: 5627 S 150+4, St Special instructions: Type of Inspection: Wa +er rne+'eY Date called: 1 Date wanted: . 1 - q - � a1 : Requester: D on Trlf or, Phone: I 4 2 — 2 55— 18 • 0 r INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. I Inspector: I6A) I Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: { .s:`G'+%'tir O b4, deli". 3a a .:' �td?FN�.4�a!$ Ff�f!k.4U;irii4� , t,Qii 3;;e ' k42.4:44 .c >a � ,mEe`•S ti; +I re 00 No' rn w 9 w0 J = d; ILI U.1 uj t ON . (I w w ' U . - 0 111 Z H1. O- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Project: k H t Ova Address: tpa S co . { ,L Special instructions: Type of Inspection: C Date called: Date wanted: �+) DO a Requester: Q CnS) C? - . (206)431 -3670 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: V f) tin pale 41 Cl covpr Inspector`s I Date: $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: L T Lh. S^:'•�MY- �K�If'� .f ,may y,.��Y. �µ.y� k�� y li hKtiiSt,"w` 4�d li e . n'stV ,rrti4xw irik> 0 ' fn W ; U. W O 2 QQ LL Q' Z Cl IW Z Hi I— O Z U C : O v' . 0 H; u j V : ~ O ' en z Projec Type.o�f Inspection: i�CVYI , 'l9 - ..XJI/I' I C I 1 '1 Ad ess: Ad S. I'56 Date called: 1. -a OU Special instructions: Date 1 wa ted: O 7 do .. Requester: D6Y1 P�hpne: p Il 55" ID ) O COMMENTS: i� /�,r . , ,111 , 1.--t_, zti,..' �. - Z 9( 5./ 4 ell ife fi2/)713" _i . ..e , Geri ..44 /a 1 . L./ Ins actor: Date: `" c' INSPECTION RECOR R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: rkar s:a r4ki#&a+k ed:;,,AIDeld•Sr Auetli ietl f'i ;:^ a ° c: • n m w ,. c!, uwc: Ldnf Slx�F. Y�..> w.._. eacr�rs�. �. ttox ..w.:...�'Nl�aiM S 161, ' t «- 4 re w CO D. W =! F- W 0 J co w W z uj ,0 I — = W • DI — 0. z Project:. \ Q0(2IGLA 9 .......)-V Type of Inspection:/' t , koleal Ad re s: _ Date called: Special instructions: Date wanted: — 0 I a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �.'a.�''t'Ca k� Nt.: •.! at �,'` Lt�S� .'��I'liAnF�'i��llL�ePFFI.:�1 c p a.s� �:�•� INSPECTION RECORD Retain a copy with permit (206)431 -3670 1 f ��..�:A}J3 tf 6B4�YCi -'�6�:i5w.LL.s111�7KtA4tiik.� - o � -:!. • .'i' ' ... :..+ " "::i:p{' 9b�1 Idyl. l' of�4! N' 17; 4!• C/ 4' �ih' d��'�NH1i.�.R4`m1{C�+iyR'"S�w�' 4.15mt1}G.5 t2{u4' +1YN ='L Project: ,,,,.. J .. '` l" -� -t . "..,t -$.y Type of Inspection: c 1( , / j Address:6o S - Date called: /0 3/ eo / Special instructions: "'L Date wanted: t i iris . Requester: / _ �h i - c — Pho e: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: ) Od I 560 0 . t,i r f PV c c VIAAAN DC . $47.00 REINSPECTION FEE REQUIRED. 'Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date:' INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. rrtt :' 'k . "L.i:�Jfi ... ��i .i..:t.uf'.,.:C4S,WUb.h+n::Ar ;r..e..liv:�,�::w.:.:.ikwL'. •ti k ..a.. " Ls.:4;4: _ 1 Cv: r.: vak_u,ru.L.;sr: "Te3..ka.+,r %4r sue,,. ;4∎64M"': utMat.iRd�ii3.i+iNtite .. , Y.e.4e4i4W 3,Q3 . y4Ll:FulxiEmilie.;uu..A.: Pro ect ---- t Lji ,- / LOi T e o In s ecti • • r. / V f it (v-- �•s/J4'r.4 / /.a� Address: $-- 542-7 50 / s / Date led: Special instructions: Date wanted: • " // //}� / 4e7 a.m. I Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206 4 1 -3670 Corrections required prior to approval. COMMENTS: Date: / 1 ✓ V �) 0 $47.00 REINSPECTIOIVEEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ... ..1a.. ...,,.,„..,,v,M41..rsxitn ui4- tine i1• �x '�!da'LnSVdvu��.�..'�'�a�u�'Jii �Crxd{t,•+in"«'4+ic'CG� f U CO fA Wi 0 W O LL-J I Cl I .- o n C.) ON 0 H ' I V 4.- H O ll � O Project: Jo nc c - Lo+ Li T Pe Inspe nn,:,, Vi► c�NV I space Address: L 2' R ISb ' . f-- ate called:... °. (. ( t- Special instructions: { d ate w�pted: _ a.m. wq Requester: n 12 tJOY1 Phone: L4-2..K z' - LO I k INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 UY A pproved per applicable codes. INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: °.+ #: %#.,,,4''?;'skimtSY .45 bh "lt{coot n 2`s aE.k' iS klole.4,4 `V.Ita. - u: 7 3'MJ :t - # USf+ ua. i :+:rlaVrs%y`rtAheatrwa;ri,"d.akr. aw5;iu.Ei4w•'r`,;r�. duva x`ei;' «?sL`�v.+.'s� sS3 Project: ■ \ Uhc — !_.n l LI T e of InspettiZn:��� t �S C` n , Address: (n 21 1 51) St ate called: 3 0 -- 30— � 45 Special instructions: Date wanted: a.m. Re�c ue Pho y es S 5"- 6 s ( B INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. COMMENTS: Air 1. PERMIT NO. Corrections required prior to approval. Date 15 " 3 y ` 00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: @ 3%4i:�v�: t J'dtii4il S is X.',a «r`, :tiGd:u6+r'+x. Ci •1)41 4 vi 'N;:ir Pro e Type o Inspection: Address: (56 / Date Special Instr ctions: a `r"' /d Date war 0. //,,,/�, c --0) . p.m. Requester: 1-1-1 Phone: 2 2-3 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 E g Approved per applicable codes. ❑ Corrections required prior to approval. 4)/- 5-7P S COMMENTS: 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at . Southcenter Blvd., c..:.... Inn Call to schedule reinspection. Date: Receipt No: d�a: 3' vx�Y@# �64k' ni* �bF.. `+.r.,rL�."?:5�ele�lf�..:Ew.71e �fii'ti�sa"'�tlr.nas�is �..i st' re;:::. �xi:. c:•. 5�. �:::k;:�?::,�;..'^•- '1.:.�.;U.l 3.41/441' ;S: atc 6.61,11A4, v, r hw aes J P oject: urC - La+ LI T pe of Inspection: fn 1c 10 on 1.. Address: S lc - 4 S i S c _ S r-- Date called: I _ fi t -, -- OD Special instructions: `• .Date wanted: 1D 11_C a.m. r Re Dr 1 Phone: _ rr^ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. r / � COMMENTS: C`t-- f/h �.44f // d1" -2.4 V r, $47.00 REINSPECT!. N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :'! �` ��' r1�' �: �����i: �.. �Cltr.."�#t�.�:�i,va:�.,.�+�aw� war := ,�..�i�•��s:.^car�im�,�*�t i. f..e,,. « „,.n.:u_11.t''.u.t,. A.reti:v�.i;2:':i.t:IftrSd r.a:.• «:"�” -+t G. ",4rkiciiLd{ ' , %zca.4 '„ a.w4dtw€.tiat. uul ,uC.rw'�t: Project: '' yy J onc-1-1 X n - t--ok LI Type of Inspection: . 1 , vf' \d Cc 4-1 � .•n 1.: ut) tv iS � -' Address: . 1h 1 �I, -2 :i 3 1S . 5 1 .. . Date called: , j - ". t`A. ��--^ ' Special instructions: Date wanted: t:+ . 4-i:-.)^- L Ca.ma p.m. Req Phone: I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6 300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required'pribr to approval. S COMMENTS: A-/f D $4? A O REINSPECTIO N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,r 1Receipt No: I Date: a!' .::..il.¢ .cw:: i.!•:.:':-: ........• »". ":v,Y. •.o-..nx P .0 ,,t Su .:R+a .40.s'�3u. »i .�.i..:tb lotl i4.��Nt.fSAf .. a... vrltiAdLAylfe :J,ns2�xy,;;,�,; v`�.vi 104;4.W'i ce 6 -.I C.) VO N t - 1 .1 W O LL -J u2 a H W , Z O ff' 111 uj O N 0 I- CU W ' — O U Z U- O I- Z NOTES: 1. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. S.D. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3.555 PIPE 15 6' SDR 35 ON A 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 g o w D N Z -jp '- U Uu. I WO a5.. == a. SANITARrSEWER STUB OUT IE= 214.10' SETBACK 25'•0' 4' SIDE SEWER AND 10'•0' MIN AWA FROM DRIVEWAY These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize '' .cns of adopted standards or ordinances. T' - ';ibiiity ;use for the adequacy of the design rest:_; the designer. Additions, , or rc.. drawings ft:r this void once and Will '.ro a of rev'' ngs for su " - ,t a • . Final acc. j.,,ance is subject to u;,:., i".. . by the Public Works utilities inspector. Date: By: 1- -i1 -DO 1 (i STORM STUB IE =21& , WATER STUB 3/4' M IE =213. TEST T S ORM DRAIN IN' 4 ' EXP. AOO: ;C ONC DRIVEW I A A Y DE SL 'PE DRIVEWAY SECTION L INFORMATION E RING RAWINGS RANT L ADDITIO IVIL EN ORDING 019 D I fr. Ili 00 0 0 co co w w 0 '. J u- < Y2 a x w U 0 O co 0 I— w w ` I- H U. O lil Z N = = 0 f- Z NOTES: I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. S.D. PIPE OF 4' NON - PERFORATED ADS N -12 TESTABLE 3.555 PIPE IS b' 5DR 35 ON A 6% SLOPE. CLEAN OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE IS 3/4'. WATER METER IS FOGTITE h 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 5. SITE WILL BE PERMANENTLY STABLE BY USING SEED I MULCH BY OWNER : BY COMPLETION DATE 1. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOWNHILL SIDE OF THE LOT PER 1998 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. NTO SETBACK 13' FIRE TYP COP 1-; /4 "DE i ORM DRAIN 4' EXP. AOO:;CONC. DRIVEW Y 21 IDE SL. PB 2' S/T RUSHED ROCK% ' SANITARY STUB OUT IE= 214.10' SETBACK • 25 4' SIDE SEWER AND 10'•0' MIN AWA FROM DRIVEWAY OVERHANG EXTENDS EXISTING TOPOGRAPHY PROPOSED TOPOGRAPHY CLEARING LIMITS TO BE PROPERTY LINE APPRX. 139' YARDS OF EXC VATION TO BE RELOCATED IN,RE OF LOT INDICATES EXISTING /PR POSED NATURAL DRAINAGE PA FERN X 8 "FRUIT St.) SITE PLAN FOR LOT 4 SCALE : I':20' SUBDIVISION • BERGSTROM (THE JUNCTION) STREET ADDRESS • - LOT AREA : - PLAN 0 : PLAN '2361A OLI NER • TRYON CONCEPTS ADDRESS • 14420 SE 84th ST. NEWCASTLE PHONE • (425) 255 -6518 ' ' TAX ' • - LEGAL DESCRIPTION 1 \ \) )3A GE LEF1' 1 87 - 45'2 SETBACKS FRONT : 20' REAR • 10' SIDE : 5' SIDE • 5' RANT FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #190726001950 WATERLINE TO - (IIIIII ,,�� IIIIIIII z JOB •; 99122.02E2 PLAT FILE *. 99I22•02 DATE: 08 -01 -99 SRU REVISED DATE: 1-28-00 JLK Kapp ler Architects, P.S. 13400 Northup Way, #33 Bellevue, Wa. 90005 Lel 425- 841 -5320 , . •,t fax 425- 841 -5318 D C4 2 D 0.. c) 0 N 0 W J W L` Q W 0 , LLQ - Z00 uj ,V 0 1 1 0 :W tll U = 0 Z _.. 4maufasumusio. M \KAA\99 \99024 \9902405 0400.2000 16 2521 Sheol FL Wakslalon MaIN 01•04•11.1111.4.0•■••■■••••••••■••■••= •■••■••■••••••••••••■••■••■••••••■••••••■••••••••••••• e td .14 4:K0 4r . 4r t ir t. 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BI , eW Washington 98007 (24mete& *@x(24S&1 e Tryon Concepts t Dew© r� MI MI . PLAN ■2 p __HG6© AND _m7� E - Ns tii 4 r M.\KM\99\99024\9002405 04.10.2000 1625'36 Shoot: UL workstation MattM `J 0 0 rw 3 r r MEI ■ Gal 'i• -- .vase,,,,« ,..... �...,....,,,..,.,............ .,�...._.,.�.,....,..- .....,,., .,. _,- ......_....._ MEL- 5.d m.o.. . I.os ko: soma I Kappler Architects, P.S. 14311 SE 16th ST. Washington 98007 (425) 641-5320 * Fax (425) 641-5318 Tryon Concepts Dab By Dosapton ��' " �' � �� I PLAN # 2367 THS DRAWNO 6 © COPYRIGHTED AND 6 THE EXCLUSNE PROPERTY OF THE ARC (TECT III MI MI `J 0 0 rw 3 r r MEI ■ Gal 'i• -- .vase,,,,« ,..... �...,....,,,..,.,............ .,�...._.,.�.,....,..- .....,,., .,. _,- ......_....._ MEL- FOUNDATION SHEAR WALLS bu wr•i SYMBOLS & LEGEND '1 PONY LOAD 1•21 ASOrt1 PONT LOAD FROM .ESOP! al/LOADING ▪ PO 41 LOAD TRANM[RDn DO AN PONY LOAD TRAl41FlRT' G 00• W LOADNG HANGER PoNT LOAD TRAISFE11l° BY KICKER /� P' HaD 170w4 F1TH eIa DE61rIUTl04 6 • b/ 3 VERIICAI. o P OO 4 EM DEe1aNAtl01 / P i0 � S! WED ON 800 BELOW !Ty — HoRROrtAL emu,. tutu eta DESIri4AVON O INDICATES DEAN CAL/GLAM./ ITN ... ►O � ENED D . N . ItEER �� Z EMENT O SHEAR WALL TYPE of &am Wµ.. =3 WALL A50 m WALL snag NQ/Ea 04.366 OTI.ERNS6 NOTED, ENGNE!RNG AID CALCULATIOl6 AR! Not PRO 1030 P4 TIt6E DRAANG6 1 SHEAR NOTES DESIGN CRITERIA t 6E! CALCLLATIONS FOR D!610N CRITERIA GENERAL MOTU t ALL SHEAF/WALLS 540LN ON THE FLOOR PLAN ARE FOR WALLS EN THAT LEVEL (TYPICALLY 6HOYN WADED/. 2. ANCHORAGE 16 FOR SHEN/UALL6(PANEL6) OILY, WHERE PORTIONS OP WALLS ARE NOT DESIGNATED AS SHEAR PANELS, NAILS MAY 53 SPACED • 16' OG /MINI PER TABLE 23.1.0. 3. WERE PORTIONS Q WALLS ARE NOT DESIGNATED AS SAMAR PANELS THEN SHEAR DETAILS DO NOT APPLY. 10.1.011 Mel 2154 REa11REMENTS. A. PROVIDE TWO STUDS AT ALL HOLD D0W LOCATIONS. 5. SEE MA LPACT2RERS REQUIREMENTS AND DETAILS FOR EACH TYPE C• H0.DOWl STRAP, AND COlECTOR FOR PROPER INSTALLATION 6, ALL PLYWOOD OR GYPSUM S MAR11ALL6 SHALL BE APPLIED 10 1Z NTALLY OR VERTICALLY ON 6TLD6. EDGES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHEDLL!. 1. DO HOT OVERDRIVE NAILS PRO SHEATHING. S. STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PRE•APPROVED 5Y THE WILDING OFFICIAL MAIN FLOOR SHEAR WALLS 644 wl� •x.)K '. 44./' "'tita3444• wrib!L:i410 )`rnn4'a ROOF 4 FLOOR SNEATNING • t ROOF SHEATHING, 1/16' OSB APA RATED SHEATHING (24/02. LAY IP WY MINMl1 115' CLEAR BETWEEN PANELS TO ALLOY FOR EXPANSION NAILING SHALL SE Ed AT 6' cc AT PANEL EDGES ANC D' O0 AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS • 24 00. • ALL UNSUPPORTED EDGES. ALLOWABLE DIAPHRAM SIEAA.UNIN0 117.147p6/ N. FLOOR S4E4THINGn S /A' COX T APA RATED PLYW70D (45/141 NAILED AND GLUED. ADHESIVE 544ALL CONFORM TO APA SPECIFICATIOI AFG 01. PROVIDE TIO EDGES AT LONG PANEL EDGES. NAILING SHALL SE 10d AT 6' a AT PANEL EDGES AND b' cc AT INTERMEDIATE SUPPORTS. ALLOWABLE DIAPNRAM SHEAR•3154152.2lp•1 3. PLYWOOD SHALL BE LAID W FACE GRAM PERPENDICULAR TO SUPPORTS AND EHD MISS 024111031001t0 UPPER SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAN ev � SHEARWALL SCHEDULE ery ir z ir ai il il g5ii TO Tv FL waw h J011T$ Ap i a g T a et • 0• o.4 43.1 01.4 FI•AA q•S F1.4 qJ q•ee VT* MS OE SCE SIT CAE oR OR ROE )d COMER FOR Li. I r . ,. 64. .. . .� I • . 000 00 0 0 0 0 I . _ U 9 313 1 4' !A' 4' 54' • 4' .y1'• 4' SID' • •• 4,3.4' SA' •)1' SW • 34' SA' • II' SA' • I' 341'•0' SA' • 4' D io t L n 7- 341.3 11.1• b' IW • D' 1d• Id • D' 1d • S' Rd • 4' 1d • ). 311 10,135 1d • 4' n1Rae Rd•)' 1d • Y b 13 313 1 ELS 3 N' as no SIDED OR SA' OIB TIC NOES s VA' OAS � SOE USE )• STUDS ram. EDGE PI.3 PT-4 M) USE 3. STUDS SAS' oSa RO SDES STAGGER SHEA3IIN0 .03/31 41f3 STIRS • PANEL ED48$ LM1.4 0ETEI61NEER IIAICS0.40, 50.0 Rt FOAL !SPORT 13• ed corm MBOLS & LEGEND '0343 LOAD PIO1 ABOVE °0NT LOAD 19 AOOH "0343 LOAD TRANYOENC ^'0343 LOAD T/EMMLRK HMA]ER P0•R LOAD TRANSFORE 40.0 DOWN WITN sire DENGNATICN VERTICAL. DTR•P WITH 611 TO SE USED W ROOK 5..... NDRZONTAL /TRAP UN ba DES • =ATES BEAM CALOA.43104 LIT, N , N YDER [XtWT OF HEAR WLL TYPE Q beat WALL WALL 460.1 T3 WALL 331.04 REM OTH•3NSE NOTED, EN0•*ERFO I)O 11035 ARE 3101 PliovoE0 N THE DR4W464 IN FLOOR SHEAR WALLS SHEAR NOTES DESIGN CRITERIA L 6EE CA NS FOR DESIGN GENERAL ITEQ I. ALL 13HEARILALLS S WOUN C ARE FOR WALLS ON 'NAT (TYPICAL, 1. ANC.10111.ADE IS FCAllt SHEAR Y, WERE PORTIONS CP WALLS ARE NOT SHEAR PANELS, NAILS MAY SE SP. PER TABLE t S. WHERE 1 4 CP WALLS ARE NOT DESIGNATED AS SHEAR PANELS TIJEN fklean DETAILS DO NOT APPLY. FOLLOW MN. MSc. REQUIRE A. PROVIDE 1.5 AT ALL NOLO DON LOCATIONS. S. SEE H, REPS RECLIIREPTENTS AND DETAILS FOR EACH TYPE OF P01.13004. STTRAP, AND CO.PECTOR FOR PROPER INSTALLATION. A. ALL PLYWOOD OR GYPSI.R1 SHEARWALLS SHAL.t. BE APPLIED HORIZONTALLY OR VERTICALLY IDES SHALL BE STAGGERED AT CENTER OF STUDS AND BLOCKED PER SCHIEDLLE 1. DO NOT OVERDRIVE NAILS IN10 SHEATHING. S STAPLES OR SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE TO NAILS FOR DESIGNATED SHEAR WALL PANELS UNLESS PIE•APPROVED BY THE BUILDING OFFICIAL ROOF ■4 FLOOR SHEATHING L ROOF SHEATHING, TM.' 0.313 APA RATED SHEATING (24/0). LAY LP UV TIINI11 1 US' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION NAILNG SHALL BE ad AT •' cc AT PANEL EDGES AND D' cc AT INTERMEDIATE SUPPORTS PRDNDE EDGE CLIPS • 24' 00. • ALL IDL4UPPORTED EDGES ALLOWABLE DIAPHRMI SHEARHSC•0112.142p•3 t. FLOOR SHEATHNG, 3/4° COX TIC• APA RATED PLYWOOD (46114) NAILED AND GLUED. 4DIESIVE SMALL COr00R1 TO APA SPECIFICATION. AFG OL PROVIDE TIC, EDGES AT LONG PANEL EDGES. HAILING SHALL BE IOd AT •' a AT PANEL EDGES AND IV ee AT INTERMEDIATE SPPORTS. ALLOWABLE DIAPHRAM SHEAR•2S•052•111p•f S. PLYWOOD SHALL BE LAID W/ PACE GRAN PERPENDICULAR TO SUPPORTS AND DC UREM 01EI1012 NOTE01 • gi UPPER FLOOR SHEAR WALLS 6.41• ). UNLESS ACCOMPANIED . BY 'WET STAMPED" CALCULATIONS O 0 z a a 0) *no C l� • . .0 (f) cn Ati Q TIRE .08 ma: M*•OS 1997 UBC ..5 1'1d N,...1P. 314.41'4"11 3Ln1H i' r' "'.}, gk.{., c* J' U' 14rdEYr, F. tij`% S: da�2kMf. 'xdliti+ila'a61 .$kt.J. 1x., }tt.ila3UwS §"r,'''u' 00 N o . cn w «0 g Q' = d i--'U z � 0 0 . 0 - 0 ww U _' LI 0 Z U _co 0 � z , Kappler Architects Job No. 99024-21 Date 7/29/99 SPM Lateral Analysis for: TRYON CONSTRUCTION PLAN #2367 VERSION ST.T INCLUOES 3 STORY 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 99024- 21_Tryon Plan #2367_1997 -7 Lateral analysis wo#1256841415320 Long Wall 17 � 12 13.0 9.25 aa i 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 ot ' C O F s C\ 4/10/00 PAGE 1 WALL HEIGHT Ce Cq qs lw 0-15 P= 0.62 1.3 16.4 1 13.22 PSF 20' P= 0.67 1.3 16.4 1 14.28 PSF 25' P= 0.72 1.3 16.4 1 15.35 PSF 30' P= 0.76 1.3 16.4 1 16,20 PSF REDUNDANCY FACTOR (rho") PER SECTION 1630 Reliability/Redundancy Factor: P = 2 - ( 20 / ( r max ((sq root of As))) VALUE USED where: As Ground floor area of structure AB r max = Max element - story shear ratio square root r max = r / story shear r = element story shear x 10 / lw element shear Iw (LENGTH) P= WIND PER SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = qs = lw = VALUE USED Ce = Cq = qs = lw = I -2.73 I 1.3 r r I story shear r max = 1 1184 1 11676 therefore use Method Factor Wind Stagnation Pressure Importance Factor WIND EQUALENT UNIFORM LOADING P = (Ce) (Cq) (qs) (1w) DESIGN CRITERIA FOR WIND ANALISYS P= Min= 1.0 Max=1.5 EXPOSURE 0.62 Default for B exposure METHOD 2 1.3 Default for normal force method WIND SPEED 16.4 Default for 80 MPH 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 KAPPLER ARCHITECTS BELLEVUE, WA 99024-21_Tryon_Plan#2367_1997-7 Lateral analysis wor428€64.1415320 1740 42 11841 I 0.10 I P/LF 211 122 0 0 SF # FT # FT # FT # FT 4/10/00 PAGE 2 ROOF 12 42 40 20160 ADDITIONAL LOAD 0 42 40 0 S / S EX. WALLS 10 84 8 6720 F / B EX. WALLS 10 80 8 6400 INTER. WALLS 8 82 8 5248 Roof (Upper wails) 38528 18.5 712768 712768 0.6266 7316 Floor (Main walls) 44716 9.5 424802 1137570 0.3734 4360 Floor (Lower walls) 0 0 0 1137570 0.0000 0 FLOOR 15 42 40 25200 S / S EX. WALLS 10 84 8.5 7140 F / B EX. WALLS 10 80 8.5 6800 INTER. WALLS 8 82 8.5 5576 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 44716 FLOOR 15 42 40 12600 S / S EX. WALLS 10 84 0 0 F / B EX. WALLS 10 80 0 0 INTER. WALLS 8 82 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 0 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16b0. 16N BASESHEAR:Vb= (3.OxCa /R)W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load DEAD LOADS VALUE USED Z= R= Ca = Rw= Rw= BUILDING LOADING TOTAL ROOF WEIGHT 55 0.36 8 6 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL ISHORT WALLS WEIGHT 38528 # BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR TOTAL WEIGHT BASE SHEAR: Vb= Wi hi (Plate Ht.) Wi x hi W= 83244 0.1964 83244 16346 WORKING STRESS WOOD DESIGN 1.4 I 11676 '# Wihi / sum sum Hi x hi Wihi TOTAL FLOOR FORCE: Vi= 1850338 KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Plan #2367_1997 -7 Lateral analysis wor4213664.1415320 MOM 0 IF'NO LOWERLEVEL Vi 11676 I# 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) SEISMIC FORCE UPPER FLOOR MAIN FLOOR WINDGOVER SEISMIC'`GOVERN @ 211 # FT @ 343 # FT ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d 5/8" DIA. AB 10.5 16.5 g SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 46438.4907 1160.962268 5.7 ALOW.Ft= 1.33 143.64 # /NAIL 05678351 #FT 731.501 1050.71 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT :..2131 °. FT O.C. # /BOLT 3.311 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor*85.1415320 11676 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) SEISMIC FORCE UPPER FLOOR MAIN FLOOR WINDGOVER SEISMIC'`GOVERN @ 211 # FT @ 343 # FT ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 2 -2X6 16d 5/8" DIA. AB 10.5 16.5 g SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 160 132 0 0 # FT # FT # FT # FT 550 1.33 MIN BOLT SPACING 790 1.33 MIN BOLT SPACING 914499.8427 SEISMIC FORCE 46438.4907 1160.962268 5.7 ALOW.Ft= 1.33 143.64 # /NAIL 05678351 #FT 731.501 1050.71 F (ROOF) F (FLOOR) P(LOWER) P(GARAGE) P(ROOF) P(FLOOR) P(LOWER) P(GARAGE) # /BOLT :..2131 °. FT O.C. # /BOLT 3.311 FT O.C. KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor*85.1415320 11676 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 #N /A #N /A #N /A #N /A 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A _ #N /A #N /A " "v � ' 11.5 3.75 3:75 2.25 4 176 ___ Mo= 5284.28 5284.28 3170.57 5636.57 MIN PLATE NAILING 8 INC O.C. Wall(DL) 300 300 180 320 0 Roof (DL) 1701 1701 882 1512 0.00 Mr= 2501.25 2501.25 796.50 2442.67 #DIV /01 T =C 742.14 742.14 1055.14 798.47 MIN PLATE NAILING N REQUIRED NA NA CS16 -30 NA 10 INC O.C. ,,,..��. _w 20 7.5 0 11 0 228 . <' *': mow 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 HTT 22 #DIV /01 CS16 -30 #DIV /01 1 1.11....1."... . 8.5 17.5 4.5 0 0 81 R14 .` Mo= WaII(DL) Roof (DL) • Mr= T =C N REQUIRED 11391.84 2929.33 0.00 0.00 MIN PLATE NAILING 21 INC O.C. 1400 360 0 0 0 0 0 0 8166.67 540.00 0.00 0.00 184.30 530.96 #DIV /01 #DIV /0! NA NA #DIV /01 _ #DIV /0! SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 2111 #N /A Ht. 8 Mo= o WaII(DL) cal p Roof (DL) u 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED UPPER FLOOR Load 211 Ht. 8 z 0 u- 2 /3DL 2 REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 2 /3DL REACTION HOLDDOW WALL SEGMENTS b C b C C C KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor*f2b $.145320 SHEAR V WALL d TYPE #N /A d d d MIN PLATE NAILING #NIA INC O.C. 4/10/00 PAGE 5 15 19 7.5 0 0 1191 stgop,1. W41 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 18120.01 7152.64 0.00 0.00 MIN PLATE NAILING 14 INC O.C. 1520 600 0 0 0 0 0 0 9626.67 1500.00 0.00 0.00 447.02 753.68 #DIV /0I #DIV /0! NA _ NA #DIV /01 #DIV /0l I #N /A 0 0 0 0 #N /A I.. SWAMI Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A _ #NIA #NIA #NIA 15 15.5 20.5 0 0 88 ;' w.R14 Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED 10881.28 14391.37 0.00 0.00 MIN PLATE NAILING 20 INC O.C. 1240 1640 0 0 0 0 0 0 6406.67 11206.67 0.00 0.00 288.68 155.35 #DIV /01 #DIV /0! NA _ NA #DIV /0! #DIV /0! #N /A 1 0 0 0 #N /A '*WA Mo= Wall(DL) Roof (DL) Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #N /A INC O.C. 80 0 0 0 0 0 0 0 26.67 0.00 0.00 0.00 #N /A #N /A #N /A #N /A #N /A #N /A #N /A #N /A FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 211 Ht. 8 N c9 2 /3DL REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 th w= I- c? Z o: 2 /3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 Z J 2 /3DL v REACTION HOLDDOW UPPER FLOOR Load 211 Ht. 8 w J 2 /3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT TRIB.LENGT a a a a WALL SEGMENTS b c b b b c c c KAPPLER ARCHITECTS BELLEVUE, WA 99024- 21_Tryon_Pian #2367_1997 -7 Lateral analysis wor42Bi.1c15320 d SHEAR V WALL TYPE d d d 4/10/00 PAGE 6 I 4 2 2 0 0 1321ampint41 LRP AT GARAGE WING WALLS - MEETS APA TEST LOADS MIN PLATE NAILING 13 INC O.C. Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 2244.38 2244.38 0.00 0.00 340 340 0 0 0 0 0 0 226.67 226.67 0.00 0.00 1008.86 1008.86 #DIV /0! #DIV /0l STHD 14 STHD 14 #DIV /0! #DIV /0! I 20 8 10 0 0 381 •R,14' Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 25887.42 32359.28 0.00 0.00 MIN PLATE NAILING 5 INC O.C. 1360 1700 0 0 1680 0 0 0 8106.67 5666.67 0.00 0.00 2222.59 2669.26 #DIV /0! #DIV /0! STHD 14 RJ STHD 14 RJ #DIV /01 #DIV /0! : 8.5 3.25 4.5 8 6 134 pi Mo= 3699.00 5121.69 9105.23 6828.92 Wall(DL) 552.5 765 1360 1020 Floor,Roof(DL 900 1080 2720 200 Mr= 1573.54 2767.50 10880.00 2440.00 MIN PLATE NAILING T =C 653.99 523.15 - 221.85 731.49 13 INC O.C. N REQUIRED STHD 14 RJ NA NA THD 14 RJ RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 132 Ht. 8.5 CL 0 O u 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Mo= Wall(DL) Oo: Floor,Roof(DL u_ 2 /3DL Mr= REACTION T =C HOLDDOWN REQUIRED MAIN FLOOR Load 343 Ht. 8.5 2 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 2 /3DL REACTION HOLDDOW a WALL SEGMENTS b c d a b c d 14.5 4 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 0.00 0 0 0.00 #DIV /0l #DIV /0l 343 ,<rxt,;' See beam calculations for added overturning load TRIB.LENGT a b c d SHEAR V WALL TYPE MIN PLATE NAILING 5 INC O.C. b c d KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor1125 t.1 J5320 4/10/00 PAGE 7 15.5 15.5 19.5 0 0 152IP14 Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED 19991.10 25150.09 0.00 0.00 MIN PLATE NAILING 11 INC O.C. 1317.5 1657.5 0 0 2325 585 0 0 18819.58 14576.25 0.00 0.00 75.58 542.25 #DIV /0l #DIV /01 NA _ NA #DIV /01 _ #DIV /0l I #N /A 0 0 0 0 #NIA MI MI Mo= Wall(DL) Floor,Roof(DL Mr= T =C N REQUIRED #N /A #N /A #N /A #N /A MIN PLATE NAILING #NIA INC O.C. 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 #N /A #N /A #N /A #NIA #N /A _ #N /A _ #N /A #N /A 25.5 6 13.5 7.5 2.5 296 ':wfg;P. Mo= 15104.65 33985.47 18880.81 6293.60 MIN PLATE NAILING 33 INC O.C. WaII(DL) 1020 2295 1275 425 0 Floor,Roof(DL 840 2025 900 300 0.00 Mr= 3720.00 19440.00 5437.50 604.17 MIN PLATE NAILING T =C 1897.44 1077.44 1792.44 2275.78 6 INC O.C. N REQUIRED STHD 14 RJ _ STHD 14 RJ STHD 14 RJ THD 14 RJ 5 32.5 0 0 0 53 ?.. R1 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 /0! #DIV /01 #DIV /0l NA #DIV /01 #DIV /01 #DIV /0! FRONT TO BACK MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 0 2 /3DL REACTION HOLDDOW MAIN FLOOR ' TRIB.LENGT Load 343 Ht. 8,5 0 _ w x 2 /3DL v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 Z J 2 /3DL v REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 343 Ht. 8.5 w J 2 /3DL REACTION HOLDDOW a a a a WALL SEGMENTS b c b b b c c C KAPPLER ARCHITECTS BELLEVUE, WA 99024 -21 Tryon_Plan #2367_1997 -7 Lateral analysis wor*2B014.1(15320 d d SHEAR V WALL TYPE d d 4/10/00 PAGE 8 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: K: \ \KAA \ \99\ \99024 \ \PLAN2367.WS Site: Homeowner: Builder: The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15 Doors AG Wall Ceiling, Attic Infiltration PROPOSED DESIGN COMPONENTS Component Description REFERENCE 401 4.41 Floor R19 vented Joist 16oc Glazing @12% * * ** 2g1 vinyl clr /air Doors Wood 1 3/8 ", solid flush AG Wall R13 STD Lap Wood Ceiling R30 blown Attic STD baffled Infiltration Standard Air Sealing Struc Mass Light Frame, Sheetrock walls HOUSE ID: TRYON CONCEPTS #2367 Analyst: NMS Jurisdiction: 4)0e utility: Q�o,�J House Type: Single Famil ,� �Q• Floor Area: 2367 ft2 P" Weather Data: Seattle, WA �,Q R; Climate Zone: 1 PROPOSED 372 Btu /hr -F 4.57 kWh /ft2 -yr Reference Value X U -0.029 U -0.400 U -0.200 U -0.058 U -0.031 ACH -0.350 U -0.041 U -0.049 U -0.390 U -0.082 U -0.036 ACH -0.350 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 04/11/80 Area = UA 1702 49.4 355.0 142.0 55.6 15.7 2430 140.9 1702 52.8 20908ft3( 133.9) Reference UA 400.8 Value X Area = UA 1702 69.8 285.2 14.0 55.6 21.7 2500 205.0 1702 61.3 20908ft3 (133.9) Proposed UA 371.7 M- 3.000 2367 7101 WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 04/11/80 FILE: K:\\KAA\\99\\99024\\PLAN 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: 2.4% PROPOSED Electric: Zoned 100 100 % 0.60 26456 Btu/hr 26456 Btu/hr 11.5 kW (150%) 15700 kWh 864 Integrated Spot & Whole House 0.0 () Btu/hr tons(@125%) kWh/yr Partially Shaded HOUSE ID: TRYON CONCEPTS #2367 PROPOSED North 285.2ft2 Northwest : West Southwest : Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 1 m ...;444U Joe.. WINDOW TOTALS ROOM NAME WIDTH (IN FEET) HEIGHT AREA (IN FEET) (IN SQUARE FEET) QUANTITY I (HOW MANY) I TOTAL AREA (IN SQUARE FEET) I 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 13.71 1.00 13.71 NOOK 6.00 6.67 40.00 1.00 40.00 FAMILY 8.00 5.00 40.00 1.00 _ 40.00 TOTAL MAIN 159.71 UPPER FLOOR M. BEDROOM 3.00 4.00 12.00 1.00 12.00 M. BEDROOM 3.00 4.50 13.50 1.00 13.50 M. BATH 6.00 4.00 24.00 1.00 24.00 BEDROOM #2 5.00 4.00 20.00 1.00 20.00 BEDROOM #3 4.00 4.00 16.00 1.00 16.00 STAIRWAY 4.00 3.00 12.00 1.00 12.00 LOFT 7.00 4.00 28.00 1.00 28.00 TOTAL UPPER 125.50 SUMMARY TOTAL GLAZING SQ. FT. 285.21 TOTAL HOUSE SQ. FT. 2,367.00 Glazing % 12.0% K ppier A ssociates Architects JOB NAME: ThYON CONSTRUCTION PLAN #2367 JOB NUMBER 99024.10 Coavria 1994 4/11/00 DATE: BY: 7/21/99 NMS GLAZING.xls July 25, 2000 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -221 The Junction — lot #4 5627 South 150th Street Dear Mr. Tryon: Steven M. Mullet, Mayor 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. 1 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. d Holt Permit Coordinator end xc: File No. D2000 - 221 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 ' l t i 0 ZZ H¢ UJ IO - o I W w 0 Z ii 1= _ 0 H z DEPARTMENTS: B ilairig Division f1 ,G 118 . Public Works r<Th Awe 1 —I -Co Complete Approved TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -221 DATE: 7 -6 -2000 PROJECT NAME: THE JUNCTION LOT 4 SITE ADDRESS: 5627 S 150 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATIO F COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Fire Pre' ention PI rtning'D 'vision g 4P - C V go Structural Permit Coordinator DUE DATE: 7-11-2000 Not Applicable No further Review Required DATE: DUE DATE 8-8 -2000 Not Approved (attach comments) REVIEWER'S INITIALS: TE: ohirgonim (9P CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -221 DATE: 8 -1 -2000 PROJECT NAME: THE JUNCTION - LOT 4 SITE ADDRESS: 5627 S 150 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete U Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n n CORRECTION DETERMINATION: V•NNOUII.O(S srri Fire Prevention Structural DETERMINATION OF COMPLETENESS: (TueS,, Thurs.) n n Approved Approved with Conditions REVIEWER'S INITIALS: Pla nir ng Division jzi Permit Coordinator IS DUE DATE: 8-3-2000 Not Applicable n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required U REVIEWER'S INITIALS: DATE: DUE DATE 8 -31 -2000 Approved with Conditions. Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) II DATE: • �. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 745 ID Plan Check/Permit Number: D2000-221 ❑ Response to Incomplete Letter # ® Response to Correction Letter # _ 0 Revision # after Permit is Issued Project Name: THE JUNCTION — LOT 4 F 1- MA). 114:0 pivvtEAN s"-= -n2oemy c Me - to P-E cipPrWr, RECEIVED CITY OF TUKWILA AUG - 1 2000 f CRMI LINTER Project Address: 5627 South 150 Street Contact Person: Don Tryon Phone Number: - . / A Summary of Revision: R V I� ItC 11 lO' J * fleOsE Sheet Number(s): "Cloud" or highlight all areas of revision including date of reon Received at the City of Tukwila Permit Cent r by: Entered in Sierra on 07/25/00 00 NO ' u) W tu O g Q ; cn = d W F. O i z F- LU uj ri U 0 = u. O ui O~ z Res' 'ential Sewer Use Certific( 'on D2000' ' (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.) NW 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 'Von) G ry e e � / G c (Last, First, Middle Initial) Property Tax I.D. Number 27793c Da 4� Property Legal Address: Subdivision Name -.27)/Lc7(0 Subdiv. # Lot # �{ Block # Building Name (if applicable) Property Street Address 27 5; MI5 5 City, State, Zip 773 t i IG W' • Owner's Mailing Address d 100x /44 (If different from above) •N48(. &'q 9 td S 7 Owner's Phone Number ( 4Z7) F- 175c Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (it different from above) City or Sewer District W r ( d Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes I 'No Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: c liir Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = RECEIVED CITY OF TUKWILA PERMIT CENTER 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. �1 G Signature of Owner /Representative �� Date 7-6 —6 Print Name of Owner /Representative J(3 /V ( QoA 1057 (Rev. 2 /00) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ,_. �u!' a'°' ra" CT�F:'' �. 2! f: �' S�? �KL: u` �' af' 7,?' FiY. ' �A: �!` c wltuvxS' Ri' 7L°,.' tl: �lLvc dfs•+• •••• « . .... , .r .. ....;«.. c'6xm•mGafY� •-, vnrn •:.- 6,a•_«cn�sra�xr+ancafr?I3 SxP< W?H' 7L +SaftY.ta..eSf"'AR6Ni?L@7<t'�{ z U0 • 0 W J. w 0 g -J • Q • D a 0 Z 1- w w U0 O ca O I— 11J w Z — LL": 0 . .Z U 0 I— Z Feb-24-00 0909A Laker4The Development ' •% • •-• ••*:•' 1•621 (Xlil 001 • •C DEPARTMENT OF I.AHOR AND INDUSTRIF.S REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIET.4 EXP. DATE CCO1 ::TRYONCLO13DIV02/01/2001. EFFECTIVE DATE 03/08/1999 TRYON CONCEPTS LLC PO BOX 146 RENTON WA 98057 Wiadt iiI Oisplay 425 13 7232 P.01 Side Elevation OE' aaai r�on r�aiac n „ I I� ■aaa uatarei�L I us ' 11 ' _ �f�'1 111111 i ill ■ �� iiii M8Er. Bath PLAN # 2367 won. Kitchen SQUARE FOOTAGE MAIN FLOOR_ 1205. SF UPPER FLOOR 1162 SI? TOTAL 2367 SF GARAGE - 535 SP DECK / PATIO 220 SF SQUARE FOOTAGE IS MEASURED TO THE OUTSIDE FACE.OF WALLS. STAIRS& ARE .. TO L L OW SPACES AND GARAGES. ARE NOT INCLUDED IN CALCULATIONS. - DRAWING INDEX AL CODE NOTES - A2. FOUNDATION & MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING M. UPPER FLOOR PLAN A6.`UPPER ROOF FRAMING A7. ELEVATIONS & , BUILDING SECTIONS EL MAIN ELECTRICAL E2 UPPER ELECTRICAL DL. STANDARD DETAILS D2. STANDARD DETAILS SL LATERAL DETAILS' S2...,LATERAL,.DETAILS S3. LATERAL WALL SCHEDULE understand Shat the Plan Ch.:: app :ovals are sub,ect I.o errors and omissions and a;Provai of plans does not authorize the Receipt o atUn on- adopted code or orduiance. tractor's copy of approved plans acknovvledged. By Date — Parma No. q - CITY OF fUNWVIL • E D JUL 1S cuU , ; ._ BUIWdNGDNISiON O 0 0 z a a c co .92 8 N ( � X ▪ > 2 > m* ▪ t c co . cp N m A , a l\?.IA,STERS XftE,F'.;A1.DWC REVISION DATE• 01/21/99 I s; EET ,,.._ JOB NO.: '..4.7 UDC Keppler Architects P. S. 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641-5320 Fax (42 51641 . * 5318 ` STANDARD CODE NOTES Date By De -ripton ._ � 9 REGISTERED ARC " „ "' Nola 4PPLE:: vF WASHINGTON ••• M ..I THIS SHEET -HAS. BEEN PREPARED FOR SINGLE FAMILY HOUSING TYPE V NONRAT CO N S TRUCTION 1997 USG THE DRAWING IS © COPYRIGHTED AND 0 TH EXCLUSNE PROPERTY OF THE ARCHITECT MI e l\?.IA,STERS XftE,F'.;A1.DWC REVISION DATE• 01/21/99 VIERFr CN NTE . , • 4 314 . 4'.1 3/4' . 'EMT Gl 61TE 1 ... . ,,. , L ., .....-, '-- ............ ''741,...VVII.112111 I' .:...,..,...- 1 I mom., 11110111111111111011 I:=1"117sAm.' ..=:::: eMeliell111 IMMO. ' I Iiiii lilialtill11111111111.11111 11 .1. !!-. 1111111111 111111111111111111111111111111 11111074=111111‘1161111111 ' 11 gal4112=1111111111E111111111111 , , ' 11 111111.11i.i0 111111111M1110 , II SIIVI"'11111N1111111111111N 11 nom wiami .,,,, 2 I iiiii14: II - 7 -- r:' nimmiii2M111111111 1111111111111111111111MESI .., 1111111111111E10111111111111111 ...; , , , - , , 4: W il, MIIIIMMIPSMI vomummem miniersou 1-,4,,misiquonova BIMINMEM' titiMENEME0111. - i'llmituilim . • . immitausmota __ martiminii, iliml„.W- ''.:111111111111 000 11111117111 _ 1 1112=1=========.11V.MIZEZE:11 ..... 11111 . 11.1111.10•011M1M,IMelEN■ O11151•1■1 MAKAA\99\990240 07 17:1210 S'heet, CK VV'erkstatiorx NathanS • - . , 13400 Northup Way, Suite 33 • Bellevue, Washington 98005 (425) 641-5320 * Fax, (425) 641-5318 41 11 V4' oamvINGI§ COPYRIGHTED AND 0 THE EXCI-USIVE PROPERTY OF THE ARCHITECT MOM/ Date By 1/2V99 Nri9 N KAPPLER f WASMIN6T014 ( app!er Architects, P S. fi • ' 73400 .Northup Way, Suite 33 Bellevue, Washington 98005 (425) 641 -5320` * Fax (425) 641 -5318. THIS - DRAMNG IS.'© QOPYFilfITED AND IS THE EXOLUSNE:PROPERIY OF THE ARC ETEQT [L,STERER'' \ SlkTh" AimI4ETOU 'nl ;r +. I- i A4' .. � `1 , �AP1 kchf t�ct�>y P.S. 3400 Nort Way, Suite 33 Bellevue; Washington 98005 * (425) 641-5320 Fax (425) 641-5318 � _: • Tryo o nce p ts De � 9G Q , ti0r1 18499 ia - I T B Er � REGISTERED ff11EC 1 KAP�, i f\if WAS I,N6 (, PLAN # 2367 THIS A N JJRANANG IS © COWlPoOFiTED AND ISTHE,EXCLUSNE PROPERTW OF THE ARC,HFTECT 2 II/16' k II 141. IrsL RIM 4 \99b2405 07 -22 -19 J 11:13:43 Shieet••.OF Workstation, Nathan5 m !1! 11!1; (may - 6Q g § � 4 �3 __p ': fie . F W !� - M: \KAA \99 \99024 \9902405 07 -22 -1999 1714:04 Sheet: UP Workstator . NathanS 14'-0 o I/2. 8'-0 V2 9' -4 V2• 4'd0' 2367 !-._. 1k4.'iTo. tcl!ep g , tfilgill,_, . ...,,. . ti ._ . .:__,, , ,... . :. A: -.. 1 '-'. 1 . L GABLE EIS VENT AT 2��412 _ . 4 GABLE EFb VENTS AT 4______ SO. IN, SF 2 ,G•BLE END VENTS AT 24- DIA. .§i__ 9a 64.•81 SF 85 '% AT EAVE 424 SF. RE«,IRED I 86 S 0 36 (MIN) ABOVE SAVE • 228 SF IREQIAREG _ ROOF VENT CALCULATION 1 BASED ON 8 24/2 Haas P VENT erOC MAKAA\99\99024\9902405 07-22-1999 1714:26 Sheet UR VVorkstion: NathanS 07a ..N A s E ll : i t ppler c ,i'tec.ts„ PS. 1346q Northiip VC/y, Sui 33 Washington 98005 (425) 0 ' Fax (425) 641 1- pill 00,11171 22si ''n'it 4 t c1g. gjfii' 1F°1 1 It 1$ 1 31 cl g 1.2t ; . V la 1 . !! 2 3 1E P g - 11 s 5 a 1 4 Tryon Concepts --- PLAN # 2367 THIs DRAWING la 0 cGHT ET) ANDaTHEEXCWStVE FROPF.FITY OF 11 tE mr,HrtEcT 5/8' "8' -1 1/2' M: \KAA\99 \99024 \9902405 07 - 22 -1999 1714:46 Sheet EL WOrkstttion: NathanS - 10 5/8' . FJ[T 11.1 1 8' -1 V)' b'•10 5/e' 8'-1 1/8' DHSCa� Date ; By 'lion Ka ler Architeet ; P S. 1/21/99 i PEWIT � R : I pp � ' T n Concepts �, R�,1,�G, 13400 ` Northu Wa Sute 33 } r r vtt r . Bellevue, Washingto�l 98005 PLAN # 2367 T .111 E � , i lwarn �� „ . (426) 641- 5318. * TM-PRAWNS a ©COPYFgaHTED AND IS THE EXCLUSNE PROPERTY OF THE ARCHfEECT 0425) ,�41- 5320. F�tic :. r_ rnu= I 11111 =1if° FED': F I ! R i D ATION 2X4 TOP PLATE —G' E DOOR lOR - 0 ez pax. RAN FOR SUS) ML ° .4EA1 G TO 14DREV Ed NALS •3'OC.• ERR tMLL LOC. -. BRO. ON SR UW,LSCNSD. 2-214 E111044A L MEATNNO OY Ed NAILS •3' OL TO EACK ENO. oN SIR SILL SOFD. 1/16 - Oka SFEATWANG MN) E77OI481RAP TE ANOIOR ORAL TO BOAR, FA •t OEM LP AFTER CONC EWE CAFES) O8E 3E -16t2 W HALE EACH 2 -2X4 PLATES. NAJL SFATG TD EA PLATE 4' FEW. FTCL DRAN SKLTER N 24 GRAVEL W (DM. 2 MEET A -U l4)Y EAMA! coNT (DM 3 SLEET A-1) _ GOLD SIESTRATE ... 001C .61-A53 OVER 4' FOOTC ovOR VAPOR BARRIcR CRIPPLE WALL o FOUNDATION.- eW + 3u�r -ar oe 1/2 AB. EV 2X22CM ELL - - STEEL PLATE SIMPERS • 4 OL. (DM 3 S{✓ffT EXCEPT •4 ANL BA:t. V. (DM. 3 SLEET A-9 Y I OIa BAR . 10' oc - . (DN. 3 SLAT A-1) 5 YERL J -BAR • E' (DM3 EI$T A -D CLEAR .. Y NOfa EAR !T6' oc. ORO (D 3 NWT A-I) U Y BAR • O' ac L•2'b' (DM, 3 RE SI FT A-I) 4' RERP. Fro. DRAIN WALTER N 24• CR.OSL SE (DM. 2 SH$T A- (4)4 BAR CONT.. (DIY, MEET A-U SOLID SIESIRATE 4' ca.. SLAB OvER 4' ROCK OAR VAPOR WARM I- T- TWAVOO- T- ••l.T0701.Tt ►T.T.T.TaA•T.T.T.T.T.T.T.T9 FOU DATIO D AIL CANTILEVER FRMG AT FOUNDATION 11 FURRING DETAIL 3/a r-o• 15 a/a _rte 00100-08800.02_,M1 L sor_r MAWS !WM emu® FOUNDATION DETAIL 3/414-0" U TYPICAL EX18'IOR NAT L coaHarrEN FERRAN (DN.b MEET 413 P AIR SPACE - 6•E I.DOG PAPER SE TO MEER @O tTAEOf4f TE TO5FNEY Ev_2 Oa Ft OON 4^Swat AD BLOQ:SY ORJOIET .EEL RIM BOARD FOUNDATION/FRAMING CONNECTION n FOUNDATION DETAIL ar4ar-47 o o.oe1DD 0)3/4 5T U Boa- m000.O 7T.T.. •TaT•aT...4) --� 11 lid 511 411B. T YP. (DN-9 8+SETA -U WONORItEARG 1&LL (AIV. S SWEET A-U IOY x N• AB. • 4 OZ. (DN.3 REF A- DOOR REEH AS OLO FLN5O AS RECYD (DM.T SEET A4) MATED PtO SLL.MN, B SLEET A -i) r AIRSPACE 111.. VERT. RE -MR FROM WEN WALL STUMM IMO SLAB AN POET D BEAM PE .R PLAN EXT -DOOR THRESHOLD DETAIL CANTILEVERED RETAINING WALL 13/4 13/4 - O9EO.O330D OL_TJI 3/4 =r-O .... - 4 o. oaoo.42 • HLL IODTM MATED MA SILL TREATED MW SILL - SEE FON7ATION DETAL(S) Y NORM BAR- -E OL, Y-6' caaER OVERLAP OM SHEET 54 LERT. BARSAOE AS SUB STEEL SPACMG IOIV.3 REST -A-U TGNTLSE DMPFSO )G (CAv: 1 REST A-I) - F4 SIZESTEEL19S21 FS&• 16' OC. (D)v. 3SFEET A -I) .. • 4' FEFP Mrs DRAM [WALTER Si 24• GRAVEI- 1 BED /DIV.2 SLEET A -U 'SOIJp 818ST'RATE (2) BAR CONT. (DM. 3 3IEEf A -U PPSNO• AB. W)TXCX3)K' SO. STEEL PLATE WASHERS • 4'-O' OL: (ON -3 SET A-V EXCEPT AS NOTED ON SEAR LL SLFEDLLE l' MN EIEED (2) Y BAR • TOP Y mat OAR • 12 (DM. 3 NET A -U mar L IB 1T1 FRMI&Ys PER PLML BRIT „,=NT IV 9 2 0499 ,1321:04 Sheat 10,W [ kier Architects P.S. 134001 Northup Way, Buite33 Bellevue, Washington 98005 (425) 641 -5320 * Fax (425) 641 531 r ti?ilitallIit NOTE THOIS. A.STANDARD DETAILS SHEET PRERAIRED FOR SINGE FAMILY HOUSEING TYPE V NONRATED CONSTRUCTION THESE DETAILS HAVE, BEEN, PREPARED • TO COVER QENERAL QQNSTRUOTION CONDITIONS, NOT A.L DETAILS ON THIS SHEET WITH DETAIL ARE NECESSARILY INCORTED INTQ THIS SPECIFIC PROJECT, COORDINATE . - BURBLEE$ ON f�LANS: T}1IS QRAWI AS V'OOPYRIGHTED'•AND,IS THE EXQW PROPERTY OF THE Date By Description 5079 ,1 SHE,►R ViIL L k WALL I PENDIC TO FLOOR JOISTS PERPENDICULAR TO FLOOR JOISTS Tro00- 081oa -1 O W/�=r� 1?000 Oewoow -r HAL.R.0ORSEAMING THIS AMA in; 18 d �•.b' - oc EDGED IG d Woe. HELD MOCK ALL EDGED Knox TOIX.0006 DOELE STUD AT HCLDNNNGOFDMON o a• 6• oc PLTX. TO RN SOT 7x4 PANG. EDGE BLOM. IO d NAL •6' oc FLOC. TO BWCXId TYR HALL COFF>TRIONGN WITH LOLL OEATIIPO PER SGEO LE SHEAR WALL PERPENDICULAR OTO 11 FLOOR JOIST- OFFSET CONDITION CANTILEVERED FLOOR JOIST 3/44-0' tr000.oioo. m 7 3/4"64-0' . + +. . a`+ , L. ROCP SWANN' 1/16' 068 APA RATED SWATHING (24/02 LAY UP Wl/ MINIMUM S' V SHEAR WALL -PARALLEL : ' CLEAR BERGEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6' oc TO FLOOR JOISTS • FOU NDATION AT ALL PPOR T E EDGES. D• ES AT . ALL OW A'EDIATE SIFfa0RT8. PROVIDE EDGE CLIPS • 74' OL. .6 ALL UNSUPPORED ESOUABi.E DIAPNWAM SIEAR•�i10.82 =148pV 3/4W-47 ir 1 .. tiUill =11 TYPICAL WALL comma. BATH BALL SF " a EATIOde PER F FLOOR INNING PER PLAN milt HALM PER SEAWALL OCFEDILE TYP_0.00R CO NSTRICTO N JOINTS STAGGERED 4' -0'. L ALL SFENBUALLS SMWN ON 174E FLOOR PLAN ARE FOR WALLS ON THAT LEVEL (TYPICALLY SOW 4 SHADED). 2. PROVIDE TWO STUDS AT ALL HOLD DOW LOCATIONS. SEE MANFACTLREIRS RECtlIFET$NTS NND DETAUS CH FOR EA TYFE 3. CF FNOLDCUN, STRAP, AND COMECTOR FOR PROPER INSTALLATION. 4. ALL PLYWOOD ORGYP8U1 SFEARIALLS SHALL BE APPLIED HORIZONTALLY CR VERTICALLY ON STUDS. EDGES WALL BE . STAGGEIEP AT C@ LLE. TER OF STUDS AND BLOCKED PER SCNED 5. DO NOT OVERDRIVE NAILS INTO SVIFA.NN& 6.5TAPLES CR SCRIM ARE NOT AN ACCEPTABLE ".ALTERN4TNE TO NAILS UNLESS PRF- APPROVED BY THE BUILDING OFFICIAL SHEAR NOTES - - ;000.0�QB.Q 2. FLOOR STEATI4M 3/4' CDX• APA RATED PLYWOODY48/24) NAILED AND GLUED. ADI.ESIVF. COF0141 TO APA SPECIFICATION AEG 0L FROVIDE TNG EDGES AT LCNG:PANEL EDGES: NAILNG SHALL: BE Oct AT 6' oc AT PANEL EDGES ADD I0' cc AT INIEFtEDIATE GIPPORTS. ALLOWABLE DIAPHRAM 81EAR•4L5x002=ITTpe 3. PLY11220D SHALL BE LAID •W/ FACE GRAN PERPENDICULAR TO SUPPORTS AND END BOTTOM PLATE HALING - PER S16AR IALLIClEDLLE w4 r-o• 3/4.1'.-0* - DRAG STRUT . . .CONNECTION (I) E d 8 d HAL • 4'. oc •.EA. cUtRIGGER S 14AIL • 6' of TO TOP CHM t MOCKING h'BARGE I. tR67 . Ix4 BAL7ERFat WPM: HAIL I ,.. TIPC10.19gP &EATNNCs MTN 16d 9t4 OUTRIGWBB • 4' OG, UM ��....._ JOIST I4 ERa11111°9 TTP. IJREPoOR WALL catma1CTION WTN BI4LL SVEA1HPG PER 5OEDULE ITiATiTsTil� 1 tt(i11G f ..n o "7 I LE END Lk O SHEAR WALL ® flvao Iao 3/04 BOTTLa1 PLATE NALM PER &U MW- AT EACH STRAP TTP EMERIOR LOLL CQETRMION 1 WALL 8I$1.TN*Ys PER ECNEDU.E TTP. ROOK CCNSTWCTION HOLDOWN STRAP ® FLOORS 3/4•=1-0' ••B oc • CI.00KNG CLOWNS PER ARCH. !PETALS PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION } + ® 3/44 -0' troop o o-o4 oo - ���� TTP CAL Race caNStwaT a+ SHEARWALL -- SCHEDULE 01-14 - 6Pt1 •Jw arna arXaoia SVOI 4 Z 8100t xc %11mvri -Td dot Ol TO TOP PL NAIL* TJI JOISTS Z1 VH -• IlOTlOMl 0•a lecr T1BOITOTN Gl -T 549 • 48' A35 Ed • 12' I6d • Q' GI-4 WV GLLB C•E SIDE 843' GU O ONE 843E 5d OLEER OR 5/8' • NV NAIL • 42 A35 33' Ibd • I0' I6d • m' G2 -T V2' GWS 11K) SIDES bd 543' • 48' 20' 16d • 8' 16d • 6' G2-4 OR COOLER 5)8' • 48' 20' Wd • 6' 16d•5' SIB' ME TWO SIDES FOR 5B• PI-6A NgiAg 50•48' 20' 16d•5' 16d•5' PI-6 50 • 48' 4 1641 • 5' Ibd • 5' PI -4 5/8' • 32' G' I6d • 4' Ad •4' Pt_3 TN' O.SE OE SIDE 5/8• • 24' I6d • 3' I6d • 3' PI -31O0 USE 33 CTts PANEL EDGE F 5/8' • 24' • 5 p-" Wd • 23' ibd • 5' a 5/8' • 16' , J �• (2) RCM ad • 3• _ F (2) ROJS ST • STAGGERED PI -2 USE 3x STUDS IUDS (31 RO11 DEL RN (2) ROGs VIA' 0.58. UV SIDES P2 -4 STAGGER SHEATHING JOINTS WK2) 611438 • PAEL EDGES 543' • E' A35 CLIPS •1 ' 16d • 4' i6 • d 4' S cet_ R21 - pN =3 5)5' • U• A35 CLIPS (2) RODS I6d • 3' (2) ROE 16d • 3' •5• STLGGEF D DEL RN WSN-4 NAADEORJ, SIDING n117N 5/8' • 48' Ti IGd • 5' 16d • 5' A M smasseasTaffETIEIM I HIiIHIII1iII I i !1 11 � I'I ZV4 U ` 00 - !�- NOLO DOUN WITH SIZE DESIGNATION YEW.. STRAP tAT14 SIZE DF-S 1Y TO BE USED CN FLOOR DEL KAI4TION W 611a — NoRHONTAL STRAP WITH 6122= DESIGNATION - F 5c4 TE6'EA`, CALCULATION 55TH NDEXED 3.15ER EXra4T OF SHEAR WALL TYPE OF. SHEAR WALL ' f WALL ABOVE MINZIC MOLL DELOW 1127€ UNLE$S OTHERWISE NOTED, ENGINEGENi fiats Nor 199 , ;U : BC - SHEAR :NOTES: - I. SEE cac11Atios FOR DESt [ +N CRTiHEIA GENERAL NOIES L ALL SE4 2LL5 SHO CH 111E FLOOR PLAN ASE FOR IN.LS OH THAT LEVEL (TTPXALLY GCSE SHADE)_ 2. 1 GE IS FOR 5FE4R1R4LL5( AIEiLSI ONLY, U.NERE PORTIONS OF WALLS ARE NOT DESIGNATED _ AS SHEAR PAT�LS M45 MAY HE SPADED .. I6' Ornim) - PER TAHLE 23 -I-Q. 3. UA$RE PORTIONS OF m14LLS ARE NOT DESIGNATED AS SHEAR: PANELS TH@N SHEAR DETAILS CO NOT APPLY_ FOLLOW MN: UEL_ REGLIN E ENTS_ - 4. PR7vIDE TWO STUDS AT ALL NOLO DOUN LODATICN6 5. SEE I'1NiFAC11[NBNEREQr53•BNiS DETAISFOREALTI TIPS OF HOLDCBN, SEW, AND ccoecr um PROPER war Au.Anc 1 . 6. ALL FLTWOOD OR Grime, 5HEA ALALLS_SNN.L LE APPLIED Ti HORI HTALLY OR VERIICJSLLY ON SUDS. EDGES SHALL DE STAGGERED AT OM ER OF SHOE AND BLOCKED FER SCIEDLLE •LDO NOT avacfavE N41L5 ago SSEAM& S. STAPLES OR Spy A E NUT AN ACCEPTABLE ALTERNATIVE - TO NAILS FOR DESIGNATED SHEAR N4LL PAtBS in-tes PRE-APPROVED BY TkE. ESIIW5■ OffIDIAL �YJF t RG10R $1�42FI�s L ROOF $EATHI.G:US'O1IE: APA RATED SEATING CANN2 LAY UP Q/ N'QlI"1I1 V8' CLEAR SEEGER PRESTO ALLOW ccenPAHEEN. SHALL. BE AT $' oc AT PANEL EDGES AD Q' ocAT NtEREDNATE SWOPS& PR ODE EDGE aP5.24 • ALL UNSUPPORTED MEN At, CSAB EDOP RNI SHENbAINDS24 2peF 2. FLOOR SIEATFNNG 344' COX TG APARAIED MIST 7D 14SYWHAIED AND GLIID_ AD1ESIVE'NE L COFONTTO APA SFSfICAP01 AFG OI-FR WDETNG EDGES AT LONG P. mass tours-sum re Ird AT 6'oc fU me: *eV 0. At STEFS'EDIATE sumacs. Athautts Duman >EEAR.26 3241-cef 3. PLYWOOD SHALL DE LAD FE FACE GRAN PEINPBDICULARTOSIPPORIS APO END UNLES6121343RME HOED