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Permit D99-0380 - The Junction - Lot 7 New Residence
Y ... ,k;. h t'KOi �it.i4 r'� •he y�.._rr >it • • The Junction —Lot 7 City of Tukwila( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 377930 -0070 Address: 5615 S 150 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR Signature:_ Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: Streams: License No: TRYONCL013DH Permit Center Authorized Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: THE. JUNCTION -LOT 7 5615 S 150 ST, TUKWILA WA 98188 TRYON CONCEPTS LLC PO BOX 146, RENTON WA 98057 DON TRYON 14420 SE 84 ST, NEWCASTLE WA 98059 TRYON CONCEPTS LLC PO BOX 146, RENTON, WA 98057 ****************** * ********* * * * *•k * * * * * * * * * *•k k * **** k k**** * * * * *•k ** *** *•k**** * *•k* **•k ** Permit Description: CONSTRUCTION OF A NEW 2,109 SO FT SINGLE FAMILY RESIDENCE, 528 SO FT ATTACHED GARAGE AND 90 SO FT COVERED DECK. Public Works activities include water supply, sanitary sewer, strom drainage and altering. k•k•k * * ** * ***•** * * * * *•k * *** ** k * * *•k *•k * * * * * ** * * ** * *•k* *fir * *•k * * * * ** k•k * *•k* * *•k * * * * * * * * *•k* * Construction Valuation: $ 193,221.90 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: 125 Fill: 125 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 Use: N Water Main Extension: N Private: N Public: N AA*• k k• k****• k*• k*****• kk*• k• k****** k*** k********** k*• k**• k k******* k* * *•k * **•k•k * * * * * * *•k•k•k * * * *•k* TOTAL DEVELOPMENT PERMIT FEES: $ 2,952.25 k• k• k***• k**** k*****• k** * * * ** * * * * * * * * * *k * * *•k ** * **•k. • k***• k***** * * * * * * * ** * ** * * * * ** (206) 431 -3670 D99 -0380 ISSUED 02/24/2000 08/22/2000 DWELLING 1997 .0 Phone: Phone: 425 - 228 -9750 Phone: 425- 255 -6518 Phone: 425- 255 -6518 0 ate (2 '? 1�-d I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per i t. 1 Date: 0 e I —e)v This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 5615 S 150 ST Suite: Tenant: Type: DEVPERM Parcel #: 377930 -0070 CITY OF TUKWILA Permit No: D99 -0380 Status: ISSUED Applied: 10/15/1999 Issued: 02/24/2000 k A*** A * *•k•A* **** * *•A * * •k * *k* * * *•AA* k. * * * * ** *•A* k k *•* * * * ** * * ** * *•k *•k k *** A** *•k•k Permit Conditions: 1. 'No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Div .. ^ All permits, inspection ,,records, and approved plans shall be `available at. the .Sob site prior to the start of con - struction. Thesedocuments: are to be maintained and avail- able until final inspection ..approval is granted.' Electrical,, per "mats shall be through the Washington State Division ;Labor and industries and 'all elects ical work will be in`. petted by that agency (248 -6630) Plumbingpermits` shall be obtained through the Seattle -King County Department of Public , Health: Plumbing will be inspected by that agency, Including all gas piping (296 4,722). 5. All ='mechan i ca l -:work shall be under separate permit issued b 1 1. 13. • shall be treated wood. 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. 14. 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 1HAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVER MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THISS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND the ' c`i ty of Tukwila. 6. All "';construction to be, done in conformance with approved plans and requirements of the Uniform 'Buil ding Code (1997, Edi as amended, Uniform Mechanical Code (1997 'Edition) and Washington Energy Code (1997. Edition) . 7. Validity :.:of. Permit. The `.issuance '. of a permit or approval. of plans,'specifications , and computations shall not be con -' ti strued to be ;.a permit for or an approval . of, any violation • of :any of the 'provisions of the bu i l,d i ng ..code or of any other ordinance of the .jurisdiction. No permit presuming to' give: authority °to violate or cance l the provisions of this -, code,: shall be valid. 8. Engineered truss drawings and calculations shall be on and available to the building inspector for inspection purposes. Documents shall bear the seal and signature Washington State Professional Engineer. 9. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less and material shall bear identi- fication showing the fire performance' rating thereof. 10. Subgrade preparation including, drainage, excavation, compaction, and fill requirement shall conform strictly recommendations given i n the, soils report. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to requirements for special inspection. 12. All wood to remain in placed concrete site 'o a with any IMMEOATE'r FO,LL • _: '.fROM MAY 1` TI ROUC; r SEPTEMBER 30;.. INSPECT \AND IINTAIN TEMPORARY. EROS'ON .PREVENTION . AND SEDIMENT. AT LEAST { :MONTHLY ALL D,ISTURBED.;AREA,S OF THE SITE SHALL: BE PERMANENTLY, STABILIZED PRIOR TO FINAL CONSTRUCTION "APPROVAL 1 Driveways : comply :with ,City residential standards. Drivreway: " width shall be a 10' minimum and 20' maximum., Slope shall be a maximum of 15%. Turning radii shall be a minimum of five :_ feet. � r.iveways shall l be paved for a: minimum distance 20;.' from he edge of existing road }pavement any ina spi 11,ed cin.ta anyr r et sha11 be c1eaned:`up * Hauling over 50 c; shall reujuire ap l'i°cation. a Mauling ior . to any* a activity " Project Name/Tenant: �.� 77-/ = -, vti�T(CN LoY 7 Value of Constructiopd / oo,00c , Site Address: City State /Zip: Tax Parcel Number: 377 —00'76 SGXx S. (50 ILL 54 N ((o t.4)a . Property Owner: oiL) Cov�c�p -Z-c: Phone: 1 {2s 2 2 75� Street Address: Ci to /Zi pc 'Goy /46 Pak 11 L L S 7 Fax #: 42,5 22�' 7 �— Contractor: I8 �Oh� Co11Ce <<�.. Phone: 4 7 Zc 72�' ? 75c Street Address: , . Cit State /Zip: � e1.30 r✓46 kjt?14��k C 7 57 Fax #: 2L�' 72 5 2 Architect: - 7 /� ��.C� , 4c _ 5 / /, G / � rj T Phone y 7 5370 ( 7 Street Address: Cit St to /Zip: 4/0 et _ Fax #: 4Z5 6.4(53( ? Phone: /43(1 SE (6-, 73 Engineer: -( / ci/Ofi/et- fr04r, iec S Street Address: City State /Zip: Fax #: Contact Person: Oat) 4)O , / I v Phone 255 �� S Street Address: C' S a te /Zip: /442C. 5E' 84,<4 5-it it,� 4s�le �'�GS� Fax #: Z z5 5 9 Description of work to be done: / ) C /_ ` A Type of work: .New Single- Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: igi. Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: limit 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: Zf C 7 sq. ft. Dwelling q0 sq. ft. Covered Deck(s) .S2 e sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) a 4-o 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 TUK, ..A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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 mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: el Cut 5a cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer if: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): _ 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 application accepted: Date application expires: - 2 Applicatio t en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: "- T .74 /G „ � 0. Date: /1--- ( . Print name: . 1J • 7 T O,� 1J Phone42 Z5`565.4, Fax 7 i/5v : Address: 1 4420 . pA 4 Cit ¢ ,_/j,, td c, cabs y >( ALL SINGLE- FAMILY RESID ► TIAL PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARET. ,Y A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING 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 ❑ El Copy of recorded Legal Description from King County ❑ El Certificate of water /fire flow availability (Form H - a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ 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. in ❑ 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'PERMIT.DOC 2/13/97 * 1 A. r4• t` h* kl c :ko4 * *h *l4- Ah4.4kA *kA*hk :k A *:l :Lk *} * :4Ak*itAA * ; *t1:4k.1:4 *A:1 *:t *** OF�T`,U1d4]I..A. 4�A. Sie3�rint ds .0:.'/:'4/00. 09i59 TRANSMIT k : 4. 14: kkA41' Mk, lA lr:41r i4:4,44:4i4. /t1kt.4.1* 4'k1�'**sA4k*,%* Ah1 *hltni:t+k.4t:kh. TRtiP1SPIIT :P4+imbt •o :R9800240 Amount: 1,364.1.5 02;'24/00 . 09 : 45 . Pai.imenk ::,CHL "CI( :..Notation:: :TRYON CONCEPTS : Init;, '41 R • •Pe mit No D99-0380' Type i?EUPERhl DCVLt.UPml:' PERr•iI F Parrgl' Np' 3,79'30 -•00 :i $ to `(�ddjese w .' 56:15 .5 • 1 %() $T >k* 1hie Payment * * *-A * * *' *ot ** Account; Cade 000/345.830 000 /32 ;4.100 000/34 000/3.40.830 000/34 „E330 000 /3136;i904 000/342.400 412/342.400 402/342.400: 401/3$8.102 401 /:;nia. 520 401/142. 401/343.405 000/322.100 000/345.830 1.964...15 'total Feeu: Total ALL Pmts: Balance: *•kdt****** *A *ici4 #****.l*** * ***0* CFA **1.•kf *0. *** ***** ** De cription PLAN CHECK -• '10Nt2E:; • BUILDING - RES PLAN CHECK - :RES PLAN CHECK - UTILITY PLAN CHECK WATER.MEIER STATE .BUILDING 99URCH(lRl E IN::.P FEE,- UTILITY 13451'. FEE STORM DRAIN I:NSP FEE - 5t'!t':/ fiS$ WATER CONNECTION WAVER INSTALLATION (t)EP) WATER INSPECTION FEE WET( TURN-ON FEE LAND ALTERING PERMIT FEE LAND ALTERING PLAN CUEC.1$92 2,952.25 .00 Amc3ltn t i - 908.10 1 M 13 2 tI ,. 1 5 9$8.1() ?0.00 i. 0 .0 0 4.130 15.00 15.00 20.00 1 0.00 150.00 15.00 25.00 72.00 . W. :& 97 •. `3 .: ilk.. 2070.65 '.**** U O N.S M I Pit;vme1 'PitreeL 14 o « Lo'cati'on • .total i ens «. 2.51'2.75 9P8'.IO Total ALL Pmtsa. 9F..C#..1C' Hal ance: 1.524,.6/.5 >!a1'A,AkA 9c *A*AA.4A4 * *A* *AA**A *A*******• .ict1A*dof.•*A*21>ti•AA•A*A* A Code D.escr1ntio Aui tunt: . :Ur�OI.ZJ4 i $3.ti PLAN CHECK - NCIMREts 98€I.10 ** •A•k 7F 1 Akt1*.icto.AAAA'kA*1*• k•AAA*•kofA•A *i AA , *tiA•AA'A4actF tG1 c(c 03 O FUMN.SMI1 'k:+1' **'%'hA t1'•kt1•AA**k,t1 * * *t4 ***A .k•kd;A.A. • ,A•A* *sA R:�B00.l �. .AIuouht;� 980.10 16'15/9:9 I4 . 2 3L0�"7 CHECK' Notat:lart: TR CONC:EPTS: ]:ri1t'r. ULH. p99. T'vne, DEVELOPMENT PERMIT :377.930 -007 5 1.ILK :i 150 ST 7960 10/18 9717 TOTAL 2964.30 Projec Te7,,iip-1, Type of Ins c_n.tio. ,----), Address:, . So 5- 6 . - Date call . — - -.., Special instructions: • • Date wanted. am_ Requester: Phone: .INSPECTION NO. •: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. 06)431-36 EI , Approved per applicable codes. El Corrections required prior to approval. COMMENTS: IC 71, Inspector: ObtAP.— •i1tio7 Date: 0 $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1Rroject: Jurciktr-N-1.--icA 1 Type of Inspectiow_ „ F tri,1 - 151 k Address: Date called: n ... Special instructions: Date ward: p.m. Rett3s& Phone: IAD7 ;7S (a5 lg - 7/ Approved per'applicable codes. .05C‘Pl. • NCO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 " PERMIT NO. (206)431-3670 AP17 46e '6 e e -e e - // c ‹.Pdd Corrections required prior to approval. 0 $47. 0 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - 1.• ■•*, ••■. '4•S e- -in • 6 )4. ) Project:Cf Type of Inspection: w 0 e Addres :- s 56 1) 50 I STOT1• Date called: 7/4/0 Special instructions: 7 Date wanted: a.m. % I P.m. Requester: Phone: wet(' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 fl Approved per applicable codes. El Corrections required prior to approval. COMMENTS: uiektal t.f2f ire,Uf y/vs 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite WO. Call to schedule reinspection. Receipt No: Date: 11-‘e-3u1Nc..446-n Lo-i- Project: Type rtisctV \ Address:, (4Pri5 5 /36 5 r Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 D Approv.ed per applicable codes. El Corrections required prior to approval. COMMENTS: 1/7.0.z) PLAI sitAJ predA Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 41/4/ Receipt No: Date: ii ,,..4. ' • jlik-i. i le V) Ty 91 sp \i\X Date called: Address: ,5(‘)/g . / cCI Special instructions: -' a/Vet /7 1 9.3° 1 . / f L-lbu, ao:0\0E4 are- Date wanted: — ()e2) - a m C._.' • P.m. Revester: — i ),',. in / ry,,..) 77 Phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. ........7777.7eresommerxremcramiv , ..". , t , Irovakanuespomenrormia ' I • • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 0 Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: P oject: v r, c- -1 �-, — c..:afi �"1 pe of Inspection: n: 1 }r - � t A�.t 1 / t Ian A Address: SIP I g S l cbl Si Date called: c -- — Cs, Special instructions: Date wanted: tn r." �3"" Op p.m. Requester: Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. COMMENTS: Li $47.00 REINSPE (r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: /1 c-7 Type of In ction: e„ , ,, - // /- (12.. - ' (*/D1) ,)(i// Address: Date ca led: Special instructions: Date wantecl& p .m. Requester: Phone: 1, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 COMMENTS: 44 , (.7 Date: . e) Approved per applicable codes. El Corrections required prior to approval. $4t1 0 REINSPECTIOIq FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I ArtArAfl ZjAll .1,7./4.1.11( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Prpject: T 'e of Inspection: ' LJ / -2Cho — t - C71- '7 - ryGFki red/ mi .. Date ca' e • Q Spe w f'� cial UPS instructions: t. t:c -1v+1 D to t - !' t 30 - o ►1 `7oSr t'DU £q7lU ?8' Approved per applicable codes. Ell Corrections required prior to approval. COMMENTS: r7 D //7' 1,f17,4fi, 4 4 El $47. i i _ 11/ _4(.1 4 di IL ►� " EINSPECTION rE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: INSPECTION RECORD Retain a copy with permit • ,`\ • ov PERMIT NO. (206)431 -3670 Date: COMMENTS: ) j$ P 4 .7.7 / / k / ./ s _ /Ar fne 7 6, / 1 / #71 7) /e-t -- 5Z/.14--1 br--se I/ SLI,,,,- ,>,, 4_12o 2,, r ,„„/ ,,( ,,,,, /-e, 5001-4, // --& 1_ rk,5 5 s, kr" / k 1 4) (2/-4-e- Oy a rer-N-s, /5 (..;'i /46.4_ A /pH/ t J r Oen 5Pc_--, 2-tPOZ, • q CAX. 2 e-1 f;"(€ M 177 .# ',g' e..7 4/./0...." 1--e--5 1-;--ze/4 Lre" 7) l'W p i k 14: )Xieo-ti s4aie-u- .../ 8Y ' G A - q q) Cet-- 3• ' Y;?4,-- ,f-7 ,( //A e, 7-7 c%.i Pkoject: • )ury-i-mK) - Lo* 7 ape of Inspection: i- nTh \ (-6 1/1k-leCkYV i:61t s Isti s _, ed ,a,,,ca k ed : .5 Special instructions:- 1,Jej .,... (fie.... (. ..... • iiiipie a.m. a „w r ed: C ) fpuester g — 339 1 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 (206)431-3670 Corrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTIO ( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 7.; Pr.'ect: 4 . ' . ii Type of Inspection: G-a... i. 4 ! AkrA .L A ,'j. ress: X1, - Date calles • . ' ' ` P:R I+ 0 Special instructions: ' ; „ ' Date w � n � t a.m� Reque ter: pproved per applicable codes. J Corrections required prior to approval. COMMENTS: • • i • • /7 Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 Date: PERMIT NO. (206)431 -3670 Date: 2 0 / .... 7 0 $47.00 REINSPECTIO FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c r t : n 6 � Ty 1 of InspgctionE � 5/ 4d dress: J' _ ) 5. t D ^ 5f. Date 1 Iled: Special instructions:. . 7 . t 9i- fi L 7 Dat�wa i dj / l it C am}-- O CJ m.. quester: !l s r2- 495 {, J r INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. AZ Corrections required prior to approval. COMMENTS: f $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: • PrQ{e V \,... 0. 4 / Type of Inspection: Addres : Date called: Special instructions: Date wa a // CaDn. pair Reque Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • :1 PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Date; n/ , $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: riL YY..0 ..gao5u::rrv_k: ^ ificts_.t�U'. r.s....tn. .4u4 e . 4 _ .... Pro ct: then Tyrns c n ^:,, at? , vie Ad r ess: s 5 . i Date alle 0 � b 7l • ,� Special instructions: Date nt d o} /� � V (tJl� a.m, P.m. Reque —,- 1 ( We 1' 1. Phone 2 5 _, ) -6 ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Ell 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: 2Gl ." Cr4F,�.::1t!,.X..',:i:��:n i•. �:12.w:.r, .:zt!R:.a_S'�.f �..4: ,,:. inu ti�e�.'.` ^'v"'.. a4:r::'1.: ;,.,re,� �...1. PERMIT NO. (206)431 -3670 Proje . r ....1_ (.11 al Type .P of Inspedion: Cl cpftCe AdAres . , ___,, ;S00-5 • 1 , .711/1 Li _ Date called: , ,o/24310() Date 0 _3 p.m. Special ins4 cti want /2q( ) !, Requesta k i yoft., Phone: INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ir PERMIT NO. (206)431-3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: lnspec (3 :29 e90 0 $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project c n 07 0 Ty Tygg_of Inspection; i-ox 6 Pan( Address: ../ Date called: Date waVi AVM Special instructions:.. -.. , ..-; .",-- Requesg: (C.-- Phone: 10-*.....rr ' " . . ' . ' • .. , .. . ..,,,,:', , :,■,,, r,....4 ,,- ' 1. ,... INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: „er 7 79 $47.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: Typ of Inspection: S 4- tC t/& dr 1 /,. -br 5f r-S T i ,a .cam. 1 1 y P GC Sc.)( cal c� la .C3 // . . .;. / 6A (,;tnM -'v it t., r i t ,►..1 - IL) PA,-)1,4 0 I Wei- j4 , GJu)i - 72-0 ri _ u' LI ( 1 . J.) .s . Tt.a./.1`..Qc,+4, fug ' " fidh4 sa. 12) iv ... fiv (6 ly a,,.) y kJ cch �5 ,06.) 5 ' C �rrwv -r � , 1 P W. � --- - �tJit2 / ,5C] / /'�}� � � ( � - 1 ( -� 04 � srd P4_4t t to tor 7D � o . I 'D 4041 r i-e,,4 (ed1.1 ? / 1 4 0,11-3: ./.9-3- -„:,,frid-itit poic.,4 si) i f PI l,—. Project:_, ``-- i he. Z, ,)r�CJh O'n Typ of Inspection: S 4- tC Address: cto is s 156 Date called: 3/ Co ._ - Special instructions: Date wanted: �j�� a.m. P.m. Requester: eZtan0 (. 1/ctll,. Phone: ol.Ote ,)0\ r 9Xa- '7001 555 � INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r6 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval., 1( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 6 0 I Date: 3 Receipt No: Date: Projnt c h` TYPtref -In ction: Ad ss: L /gi ^ }� b6gg 5•IgA1. Date called: t) 2i a) Special instructions: Date wanted: n' ta.rT3. Q,� .2J-ti P.m.. Requester: , II � ��olt P ly A : 2W-' D - ix INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No: INSPECTION RECORD Retain a copy with permit 'a I Corrections required prior to approval. COMMENTS: T7 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 j • Pro chew, Loi 9 _ TypV A la Date calle_d:312 000 a Add • L pUkt 66 S. ISOnl St Special instructions: Date wanted: n3P/ 00 /G) P.m. Requestew Tryt Phone: 7.0042.72..1.1 , • • i • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c ete:77.7,L6 •497/x. 475 ( Inspecto EJ $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: (206)431-3670 Proje ate 4003 Type nspection: , Add ss: Date call Special instructions: Date wan 0 4,� OP (�� p.m. Requester: Phone: 61 0S ;C)- -5"- 6C1 t INSPECTION NO. 0320 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A.rt-cog< Ins D 771 e1„9 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 0 Authorized Signature 'INALAPP . FRM City of Tukwila Fire Department Project:Name ! 7:3 E._ \tor L / Retain i nspect.pn, schedu :Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: ION Fire Alarm: . 514 sL6V41 Hood & Duct: Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor. Thomas P. Keefe, Fire Chief Permit No.. '"t — 038n Address 5 c? 1 `,J 1.5d +� s�f Suite. # s10 - 7( ZA-(63 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206 - 575.4439 PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: The Junction Lot 7 5615 South 150 Street File #: D99 -0380 Date: 11.09.1999 Reviewer: L. Jill Mosqueda, Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. When drafting the site plans, please use larger arrows, different line weights and styles whenever possible to help the reviewer differentiate between a property line, pipe, easements, rights -of -way, and dimensioning. 2. When drafting the site plans, please remove extraneous information. You need show the footprint of the house and other structures, driveway footprint, water supply, sanitary sewer, storm drainage, footprint of the street and cul -de -sac, easements, rights -of -way, existing and proposed topography. Please show dimensions, materials, slopes, clean -outs at pipe bends, etc.. We do not want the survey information. Please limit the topography lines to within 15' of the property lines. Please do not run them through the text and the house and driveway footprints. Please see the red -lined Q/Projects/The Junction /Junction lot 7 D99 -0380 November 8, 1999 Don Tryon 14420 SE 84th Street Newcastle, WA 98059 RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0380 The Junction — Lot #7 5615 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Ho t Permit Coordinator encl xc: File No. D999 -0380 L ' City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard; Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 plans for Lots 15, 17, 19. Please refer to the City Of Tukwila Sample Residential site plan I provided to you. You need show information once. You do not need to label an easement twice, side by side. All of the temporary and permanent stabilization requirements should appear in one place. The construction notes is a good place. 3. Existing topography you show on the plans should come from the As- builts for the Bergstrom plat. 4. Proposed topography you show on the plans should reflect changes you expect to make in the existing (Bergstrom) topography. If you do not expect to change existing topography, please state that on the revision form. Please provide separate cut and fill volumes that apply to each site. The plans should reflect these volumes. 5. Public Works requests specific temporary and permanent erosion prevention and sediment control on the site plans to inform the contractor, who usually does not know the specifics. Since this site is on a hill and is not permanently stabilized, it is important that the builder know exactly what the requirements are. Refer to the King County Surface Water Design Manual Appendix D. Please state the specifics given in Appendix b for the temporary erosion prevention and sediment control. The Appendix provides seasonal time lengths a site can remain unworked. The Appendix also specifies Wet Season dates and requirements. 6. Please refer to Appendix b, as named above, for the specific permanent stabilization requirements. 7. Residential driveway accesses are limited to 10 -20' in width. Since the accesses are already installed, you need show only the paving limits and dimensions. Q /Projects /The Junction /junction lot 7 b99 -0380 DEPARTMENTS: Building Division Complete Comments: \PRROUTE.DOC 5/99 Public Works ('IYv) "41n)L iJEwMrrcooRDcoPr C � PLAN REVIEW /ROUTING SLIP PROJECT-NAME: THE JUNCTION Original .Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After. Permit Is Issued CTIVITY NUMBER: D99 -0380 DATE: 11 -5 -99 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route d Structural Review Required n No further Review Required n ..v.c>nw u..a s.. ue, v».^ r. wi.t• rt.. �ma ...t...r...l-: >.^..vwstuna�vr .».I:. N'T:'s>Stissf*'. Fire Prevention Structural Incomplete Not Applicable REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Planning Division n Permit Coordinator DUE DATE: 11 -9 -99 DUE DATE 12 -7 -99 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions ❑ Not Approved (attach comments) fxo- r>hu..ewktLn -taf rni1M ^ r;•rw ^u.:r..x� REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 - 0380 PROJECT NAME: THE JUNCTION - LOT #7 XX Original Plan Submittal DATE: 10 -15 -99 Response to Incomplete. Letter # Response to Correction Letter #. _ Revision # _ After. Permit Is Issued DEPARTMENTS: wil Division ding D MWG ( a� Public Works DETERMINATIONV OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required ri No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: \PRROU7 E,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete Approved with Conditions Not Approved (attach comments) RIIA- we W (H9'Z DATE: CORRECTION DETERMINATION: 1\)o Fire Prevention ry F,l pning Division Permit Coordinator DUE DATE: 10 -19 -99 Not Applicable n DUE DATE 11 -16-99 DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0380 (511) October 22, 1999 Re: The Junction Lot 7 - 5615 South 150th Street Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) The minimum fire flow and flow duration requirements John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 Page number 2 ; Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)S7S4404 • Fax (206) 575•4439 'dential Sewer Use Certifi Dq D3E (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.) 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 King County Council has established the amount of the charge at seven dollars ($7.00) 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 Water Pollution Control Division at 684 -1740. (Please print or type MO COUNTY Owner's Name ! a`t' N a Keee014 LAC (Last, First, Middle Initial) Property Tax I.D. Number .377 ?3O o )70 Property Legal Add�resSss Subdivision Namt7 NC- Subdiv. # Lot # 7 Block # Building Name (if applicable) Property Street Address .5 4 5 r 1.50 City, State, Zip T��f�t (4 (4..q i g ( 88 Owner's Mailing Address Pe 1 1 (If different from c 7 above) Wcml,,'1 [.t 4,4 ( 7a 5 Owner's Phone Number (4 ZZ b' 9 7 Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District T �: Zk•-2 t I Date of Connection: Side Sewer Permit # Residential Customer Please check appropriate box: g 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 x 0.64 = ❑ Mobile home space (1.0, RCE per space) No. of Spaces x 1.0 = 10571Rev 21961 Equivalent (RCE) 1.0 1.6 2.4 3.2 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer RECEIVED CITY OF TUKWIIA 0 CT 1 8 1999 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 or determination of a revised capacity charge. Signature of Owner /Representative''''' - Date t^ (4 5-'7j Print Name of Owner /Representative -- D '.-' FeQON O9tO9A Lakerldga Dovolopmwnt 1412:1 Q ?. NMI Will) DTsl'AK'I'MENT OF I.AIS R AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • REGIST.•# EXP. DATE CCO1 ..TRYONCLO13DH 02 /01/2001 EFFECTIVE DATE' 03/08/1999 TRYON CONCEPTS'LLC PO BOX 146 RENTON WA 98057 I tia h And0.pI:i' <'Kiiivai t 1 " a :a∎xw Field's Roof Service Kappler Architects Sob No. 99025 -21 Date 9/9/99 SPM Lateral Analysis for TRYON CONCEPTS PLAN #2109 LATERAL DESIGN PER 1997 UBC Note: For portions described in these calculations only See sheets 5 -1 S -2 and 5 -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 UPPER FLOOR WALLS & ROOF (Roof + 1/2 Upper Floor) MAIN FLOOR WALLS ( 1/2 Upper Floor + 1/2 Main Floor) LOWER FLOOR WALLS (1/2 Main Floor + 1/2 Lower Floor) SINGLE STORY STRUCTURE (1/2 Main Floor + Roof) OTHER 9902521_1997-7 Lateral analysis worksheet.xls KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 Long Wall 8.5, ,.,:; ;15 „ .11.0. ': NOT VALID UNLESS WFT STAMPED" "B" Default 80 MPH Default 3 Default (sd) Default (table 16 Q) 0 PSF Default FT FT FT 35 Short Wall /12 SF (for rho factc+CEt ,1K�!ltt-A C M. OF wor 12 PSF 15 PSF 10 PSF 8 PSF Default Default Default Default Lower 4' not included Lower 4' not included D9 10/11/99 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 ma ((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= r max= -3.81 DESIGN CRITERIA FOR WIND ANALISYS WIND PER'SECTION 1618 DESIGN PRESSURE: P = (Ce) (Cq) (qs) (1w) where: Ce = Exposure factor Cq = Method Factor qs = Wind Stagnation Pressure Iw= Importance Factor VALUE USED Ce = Cq = qs Iw = 0.62 : 16.4 a ; therefore use WIND EQUALENT UNIFORM OADING P = (Ce) (Cq) (qs) (1w) 9902521_1997-7 Lateral analysis worksheet.xls ri= I 350 l 3: story shear 1167 12805 1 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 1428 38 11671 0.09 WIND FORCE TRIB.HEIGTH PSF (P) Roof (Upper walls) 11.0 16.20 (P) Upper Floor (Main walls) 9.25 13.22 (P) Main Floor (Lower walls) 0 13.22 (P) Garage 13 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 P /LF .178 122 0 172 SF # FT # FT # FT 13.22 0 # FT qa, D9 10/11/99 PAGE 2 Roof (on Upper walls) 12 45 35 18900 ADDITIONAL LOAD > 0 45 35 0 S / S EX. WALLS • 10 90 1 8 7200 F /' B EX. WALLS 10 70 8 1 5600 INTER. WALLS 8 80 8 5120 TOTAL ROOF WEIGHT 136820 DESIGN CRITERIA FOR SEISMIC ANALISYS EARTHQUAKE PER SECTION 1628 table 16bQ 16N BASE SHEAR: Vb = ( 3.0 x Ca / R ) W where: Z = Seismic Zone factor R = Bearing Capacity Ca = Soils Capacity W= Total Seismic Dead Load VALUE USED Z= R Ca Rw= Rw= BUILDING LOADING DEAD LOADS 0.3 0.36 6 Upper Floor (on Main S / S EX. WALLS F / B EX. WALLS INTER. WALLS 15 10 10 8 45 90 70 80 35 8.5 8.5 TOTAL UPPER FLOOR WEIGHT ON MAIN SHEAR WALLS 8.5 23625 7650 5950 5440 42665 Main Floor (on Lower S / S EX. WALLS F / B EX. WALLS, INTER, WALLS • 15 10 10 45 90 70 80 35 0 0 0 TOTAL MAIN FLOOR WEIGHT ON LOWER SHEAR WALLS 11812.5 0 0 0 11812.5 BASE SHEAR BASE SHEAR: Vb = ( 3.0 x Ca / R ) W STORY SHEAR 0.3 Default 5.5 Default 0.36 Default Plywood Shear Walls GWB Shear Walls PSF LONG WALL SHORT WALL WEIGHT TOTAL WEIGHT 9902521_1997 -7 Lateral analysis worksheet.xls W= 91297.5 # BASE SHEAR: Vb 0.1964 91297.5 17928 WORKING STRESS WOOD DESIGN 1.4 load reduced by half due to plan configuration 0'1F NO LOWER LEVEL 12805 Roof (Upper walls) Upper Floor (Main wall Main Floor (Lower wall Wi 36820 42665 11812.5 hi (Plate Ht.) Wi x hi 18.5 9.5 0 681170 405317.5 0 sum Hi x hi 681170 1086487.5 1086487.5 TOTAL FLOOR FORCE: Vi= 1767657.5 Wihi / sum Wihi 0,6269 0,3731 0.0000 Vi 8028 4777 12805 ar t or OC1 A % 1999 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 10/11/99 AG i,qq 3 3 a SEISMIC EQUALENT UNIFORM LOADING F= V(W)(h) /total (W)(h) Roof (Upper walls) Upper Floor (Main wall Main Floor (Lower wall V 12805 12805 12805 W 36820 42665 11812.5 11 9.25 0 Wh 405020 394651.25 0 F 6486 6320 0 WIND & SEISMIC UNIFORM LOADING COMPARISON (F) Roof (Upper walls) (F) Upper Floor (Main (F) Main Floor (Lower (F) Garage ROOF DIAPHRAM CHECK TOP CHORD M= T =C= 2 -2X4 10.5 2 -2X6 16.5 1 ,,678.11 16d SHEAR AT BASE ANCHORAGE 1/2" DIA. AB 5/8" DIA. AB SEISMIC FORCE 185 181 # FT # FT # FT # FT Walla, UPPER FLOOR MAIN FLOOR 9902521_1997 -7 Lateral analysis worksheet.xls SEISMIC FORCE 45106.875 1288.767857 22;74" ALOW.Ft= 1.33 143.64 # /NAIL 550 MIN BOLT SPACING 790 MIN BOLT SPACING 1.33 1.33 799671.25 SEISMIC GOVERNS SEISMIC GOVERNS it )4.557' 429; #FT 731.501 # /BOLT 3.13, FT O.C. # /BOLT 4 ?yn,,, i4.50. FT O.C. 1050,71 KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 8.97 NAILS 12805 (F) Roof (Upper walls) (F) Upper Floor (Main wall (F) Main Floor (Lower wall (F) Garage (P) Roof (Upper walls) (P) Upper Floor (Main wall (P) Main Floor (Lower wall (P) Garage 185 181 0 525 1.331 698.2510K # FT # FT # FT # FT # FT # FT # FT # FT @ 185 # FT @ 366 # FT q-0380 10/11/99 PAGE 4 10 2.75 2.75 2.25 2.25 185 Mo= 4076.73 4076.73 3335.50 3335.50 Wall(DL) 220 220 180 180 Roof (DL) 168 168 132 132 Mr= 355.67 355.67 234.00 234.00 T =C 1353.11 1353.11 1378.45 1378.45 MIN PLATE NAILING V REQUIRED CS16 -30 CS16 -30 ' CS16 -30 CS16 -30 9 INC O.C. 15.5 12.5 0 0 0 230 22977.91 0.00 0.00 0.00 Wall(DL) 1000 0 0 0 Roof (DL) 0 0 0 0 Mr= 4166.67 0.00 0.00 0.00 T =C 1504.90 #DIV /0! #DIV /0! #DIV /0! MIN PLATE NAILING V REQUIRED CS16 -30 #DIV /0! #DIV /0! #DIV /0! 8 INC O.C. 13.5 4.5 3 6.5 0 179 Mo= 6432.76 4288.50 9291.76 0.00 WaII(DL) 360 240 520 0 Roof (DL) 0 0 0 0 Mr= 540.00 240.00 1126.67 0.00 T =C 1309.50 1349.50 1256.17 #DIV /0! MIN PLATE NAILING 4 REQUIRED CS16 -30 CS16 -30 CS16 -30 #DIV /0! 10 INC O.C. 8 3.5 8 0 0 129 IONROStal Mo= 3609.43 8250.13 0.00 0.00 Wall(DL) 280 640 0 0 Roof (DL) 144 288 0 Mr= 494.67 2474.67 0.00 0.00 T =C 889.93 721.93 #DIV /0! #DIV /0! MIN PLATE NAILING V REQUIRED CS16 -30 NA #DIV /0! #DIV /0! 13 INC O.C. _ ` as SHEAR WALLS RIGHT TO LEFT UPPER FLOOR TRIB.LENGT Load 185 Ht 8 H z 0 o! w w w 0 2/3DL REACTION HOLDDOW UPPER FLOOR TRIB.LENGT Load 185 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR 'J TRIB.LENGT Load 185 Ht 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 w w 2/3DL REACTION HOLDDOW TRIB.LENGT a WALL SEGMENTS b c b d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 99025211997-7 Lateral analysis worksheet.xls 425 -641 -5320 Drfte3gt 10/11/99 PAGE 5 L MA 0 0 0 0 #N /A INNIUMeal MIN PLATE NAILING #N /A INC O.C. Mo= Wall(DL) Roof (DL) Mr= T =C 9 REQUIRED #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 11 24.5 16 0 0 5 Lionamostil Mo= 9864.67 6442.23 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. Wall(DL) 1960 1280 0 0 0 Roof (DL) 0 0 0 0 0.00 Mr= 16 6826.67 0.00 0.00 MIN PLATE NAILING T =C - 250.69 -24.03 #DIV /0! #DIV /0! 34 INC O.C. I REQUIRED NA NA #DIV /0! #DIV /0! #N /A 0 0 0 0 #N /A Mo= Wall(DL) Roof (DL) Mr= T =C " I 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 #N /A #N /A #N /A 11 16 21 0 0 551_r Mo= 7051.63 9255.27 0.00 0.00 Wall(DL) 1280 1680 0 0 Roof (DL) 0 0 0 0 Mr= 6826.67 11760.00 0.00 0.00 MIN PLATE NAILING T =C 14.06 - 119.27 #DIV /0! #DIV/OI 31 INC O.C. I REQUIRED NA NA #DIV /0! #DIV /0! w z w U h w J FRONT TO BACK UPPER FLOOR TRIB.LENGT Load 185 Ht 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 2/3DL REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 cL F - 2/3DL 0 REACTION HOLDDOW UPPER FLOOR Load 185 Ht. 8 2/3DL REACTION HOLDDOV:r TRIB.LENGT TRIB.LENGT TRIB.LENGT 9902521_1997-7 Lateral analysis worksheet.xls WALL SEGMENTS b C b b KAPPLER ARCHITECTS BELLEVUE, WA 425-641-5320 C d d d d SHEAR V WALL TYPE 10/11/99 PAGE 6 10 2 1.5 2 0 6651 x?, �t Mo= 11308.63 8481.47 11308.63 0.00 LRP AT GARAGE WING Wall(DL) 340 255 340 0 WALLS - MEETS Floor,Roof(DL 0 0 0 0 APA TEST LOADS Mr= 226.67 127.50 226.67 0.00 MIN PLATE NAILING T =C 5540.98 5569.32 5540.98 #DIV /0! 3 INC O.C. 4 REQUIRED STHD 14 STHD 14 STHD 14 #DIV /0! 15.5 2.75 3 9 5.5 280J 28011E04MM Mo= 6546.09 7141.19 21423.58 13092.19 Wall(DL) 467.5 510 1530 935 Floor,Roof(DL 1512 • 2016 2812 780 Mr 1814.54 2526.00 13026.00 3144.17 MIN PLATE NAILING T =C 1720.56 1538.40 933.06 1808.73 6 INC O.C. 9 REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ 13.5 10.5 2.5 5 6.5 2021;� �a1 Mo= 17992.84 4284.01 8568.02 11138.43 Wall(DL) 1785 425 850 1105 Floor,Roof(DL 0 240 240 0 Mr= 6247.50 554.17 . 1816.67 2394.17 MIN PLATE NAILING T =C 1118.60 1491.94 1350.27 1345.27 9 INC O.C. V REQUIRED HTT22 HTT22 HTT22 STHD 14 RJ I 8 3.5 3 3.25 5.5 1921...;'. Mo= 5709.93 4894.23 5302.08 8972.75 Wall(DL) 595 510 552.5 935 Floor,Roof(DL 1320 2112 2453 1728 Mr= 2234.17 2622.00 3255.96 4882.17 MIN PLATE NAILING T =C 993.08 757.41 629.58 743.74 9 INC O.C. V REQUIRED STHD 14 RJ STHD 14 RJ STHD 14 RJ STHD 14 RJ w w 0 o! w RIGHT TO LEFT MAIN FLOOR TRIB.LENGT Load 366 Ht 8.5 z Q 2/3DL REACTION HOLDDOW MAIN FLOOR Load 366 Ht. 8.5 z 2/3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 2 /3DL REACTION HOLDDOW MAIN FLOOR TRIB.LENGT Load 366 Ht. 8.5 2 /3DL REACTION HOLDDOW 9902521_1997-7 Lateral analysis worksheet.xls WALL SEGMENTS b c SHEAR V WALL TYPE TRIB.LENGT a b KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 c d d D%o3&o 10/11/99 PAGE 7 I 9 7 13.5 0 0 1611 R,1=6, Mo= 9557.17 18431.69 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. Wall(DL) 595 1147.5 0 0 0 Floor,Roof(DL 0 0 0 0 0.00 Mr= 1388.33 5163.75 0.00 0.00 MIN PLATE NAILING T =C 1166.98 982.81 #DIV /0! #DIV /0! 11 INC O.C. V REQUIRED STHD 14 RJ STHD 14 RJ #DIV /0! #DIV /0! 20 24 0 0 0 305i p»i=4 Mo= 62197.48 0.00 0.00 0.00 MIN PLATE NAILING #N /A INC O.C. Wall(DL) 4080 0 0 0 0 Floor,Roof(DL 0 0 0 0 0.00 Mr= 32640.00 0.00 0.00 0.00 MIN PLATE NAILING T =C 1231.56 #DIV /0! #DIV /0! #DIV /0! 6 INC O.C. V REQUIRED STHD 14 RJ #DIV /0! #DIV /0f #DIV /0! #N /A 0 0 0 0 #N /A A Mo= Wall(DL) Floor,Roof(DL Mr= T =C V 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 #N /A #N /A #N /A 1 1 47 0 0 0 86 1 ; pp16 1 Mo= 34208.61 0.00 0.00 0.00 Wall(DL) 7990 0 0 0 Floor,Roof(DL 0 0 0 0 Mr= 125176.67 0.00 0.00 0.00 MIN PLATE NAILING T =C - 1935.49 #DIV /0! #DIV /0! #DIV /0! 20 INC O.C. V REQUIRED NA #DIV /0! #DIV /0! - #DIV /0! FRONT TQ BACK MAIN FLOOR TRIB.LENGT w z z w U Load 366 Ht. 8.5 F 0 2/3DL REACTION HOLDDOW MAIN FLOOR Load 366 Ht. 8.5 2/3DL REACTION HOLDDOW MAIN FLOOR Load 366 Ht. 8.5 o:w 2 /3DL 0 REACTION HOLDDOW MAIN FLOOR Load 366 Ht. 8.5 F- w w 2/3DL REACTION HOLDDOW TRIB.LENGT TRIB.LENGT 9902521_1997-7 Lateral analysis worksheet.xls a WALL.SEGMENTS AT THAT POINT IS 1950#'s. HTT22 WILL WORK. TRIB.LENGT a b c d b b c c d d d SHEAR V WALL TYPE KAPPLER ARCHITECTS BELLEVUE, WA 425 -641 -5320 o r( OF PER ''Dggr03 10/11/99 PAGE 8 FYJ xx•St), 10,175 (Foul 1I WP'AsTAN, MAGGM v i T 111111111/ l! IIWAQ , 111111: 1 =tl� Z N I IMNIIIIIIIIIIIIW _ . mil IMF i� I i OA IM MOrIll e II I ' I L 1 E1 , ,4 m 1 I � cam: 2% A , ~ .-11Elj � poi l .A I i i i ,= Vill 0 I�II ,_fflorkm- ES ' ' 0 rail p @ Kappler Architects, P.S. 14311 SE 16th ST. Benenue, Washington 98007 (425) 641.5320 * Fax (425) 641 -5318 Tryon Concepts Dela ©Rori°e°" NI OM MI me Plan # 2109 i ()WANG a 0 CAPYWITEO AND G THE EXCUSAE PROPERTY OF THE AFIGATECT NI im FYJ xx•St), 10,175 (Foul 1I WP'AsTAN, MAGGM v i T 111111111/ l! IIWAQ , 111111: 1 =tl� Z N I IMNIIIIIIIIIIIIW _ . mil IMF i� I i OA IM MOrIll e II I ' I L 1 E1 , ,4 m 1 I � cam: 2% A , ~ .-11Elj � poi l .A I i i i ,= Vill 0 I�II ,_fflorkm- ES ' ' 0 rail g ! D BOW - Ogle " ""' By - - Desorpton " UM iiiiiiMMOUNUMMinia \I i® \\I! MEW •• sm'rm - - ® 'i l In ® -_ _:I ' r ,i11■l� Igo.... ®III` - li PIII _ II �� '- , I 1 \ ® il ,� Ili I ®I mil \\ IIL Ji�fll� 't `_ tit ';�� 3,11 r1� ' IMill mum mg low I 'b,�t: MrYPYxPS,7:u,'S2+ (rJ +n I' Y3 10:x1n1 9. 0 cn CTI CI) L EB N MUM- ! _ . Kappler Architects, P.S. 14311 SE 16th ST. Betue, ev Washington 98007 (425) 641-5320 * Fax (425) 641 -5318 - C oncepts - Ogle " ""' By - - Desorpton " UM Plan # 2109 R6 DRAW. 6 0 COI:MR 6EO AND a ME E%CLUSNE PROPERTY OF TIE AFICHIECT NM Imi - MI NM 'b,�t: MrYPYxPS,7:u,'S2+ (rJ +n I' Y3 10:x1n1 9. 0 cn CTI CI) L EB N MUM- y) 2!,,V1 i,'.`JI 0) 14 190) a9534/ Shoot. IA Wpkslulrn M4IIM ... Kappler Architects, P.S. 14311SEi eeneK,e, Washington s600� (425) 641 -5320 * Fax (425) 641 -5318 T ryon C oncepts Date By R RV V WI = MI II NM Plan # 2109 iris DRAWN° 6 ©COWPoCNTED AND 6 P-E ocausw PROPERTY OF THE ARCFfTECT IMI y) 2!,,V1 i,'.`JI 0) 14 190) a9534/ Shoot. IA Wpkslulrn M4IIM SHEARWALL SCHEDULE 1f gr 1 it I 1 1 elan v MWM 1401 Ol VIILV e ! o1! 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T - °- - ganzatarAL farow Aaz DIONSAm• CI .... saga II //1" --" 1 FOUNDA1.ION SHEAR WALLS MAIN FLOOR SHEAR WALLS Are tr .ri SHEAR NOTES I 0 ext came arena ALL samara. wax cane PIN=PLAM ME Pat wee pew tELELRTPrrALLT ease SWOON ARDAD•iIE m arm s•••■•• r &PaEI.P) PLY. wawa roan e o tutu Jett met DESreurrep v seAPE mum.. Naas mar ea BRACED . a. OCIPSi1 era TABLE 11•1•CL 1YO' ItALIA AaQ MT OES A5 AD FOLCI PANFls RETt BEAR Df.TNIS W NOT APPt.Y. L PQIOYPM YBCI A. MONDE ILO !Roll AT ALL N0.D. DQ• wear. ILL . >ff nauecreasee secumerees Al0 OELtI raw r. TTPE Reeetai SeUP.. APO CD•6Tat •at Meat WALLA./ ILL emcee Q 6719.11 NBARSAL De NTLED ALLT VarICALLI CM SSDe MEI N.D. BE SLOWED AT DeeEPE a SAGO erO BSC= PER BDIDLLE 1DO POT 0•13RPE1E wee aro .EAno. .STYLE. at LaBS Aggf ND er A[vpT eSEPLTBwast TO WAILS POPE DE .MATED sfAPE NALL PANELS •PEERS PSEE- APPROVED BT TE WADI. CRYJ•L E riaca s&EATUP s»v SEAT.. n6 am RATED sarnen nags L.AT Lew rerun pr CLEW BETWEEN Pat. TO ALLM FOR DTA.. NA4.4 NALL BE Se AT A• ec AT PANEL EOCES io T cc AT MEREDU1E NP•OBf INCYCE EDGE ars • N OL •ALL YaPPOWEO EDGE. ALLOWALE DIACAA1 eEM.wA•10ca 1&Oat NUNS. W DDS TO CPA RATED PLT1tX0 Dada lALD YO CUED. AI EENE Baal COMM TO AM ByJICATOt Y6 U0. PRDrIDE TG EDGES AT tON PaEl. EX. BALK LYLL CE W AT Y ec AT RNA EDGES YO IP cc AT IOEREDIATE SUITORS ALMA. DIARRMI NEAE.1E■012.RW 1 PLnIOW NOLL a u0 Y PACE GAIN PBTBao1Ne TO S1PPOOS wD 6O RECEIVED CITY OF TUKWILA OCT 1 8 1999 PERMIT CENTER as. 0 5TO UPPER FLOOR SHEAR WALLS Aa r w.rr SHEAR WALL DESIGN NOT VALID UNLESS ACCOMPANIED BY 'WET STAMPED" CALCULATIONS C 6 Z Cri a O N m Q U_ 43) co fD `gip) gcc N m zs P7E O: MegT 1997 UBC WATTSUN15.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 09/15/99 FILE: M:\\KAA\\99\\99025\\99025.WS HOUSE ID: TRYON CONCEPTS PLAN 2109 Site: Homeowner: Builder: COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE' DESIGN PROPOSED DESIGN COMPONENTS Component Description REFERENCE 447 * ** Analyst: NMS Jurisdiction: Utility: House Type: Single Family Floor Area: 2109 ft2 Weather Data: Seattle, WA Climate Zone: 1 The PROPOSED design *COMPLIES* with 1997 WA State Energy Code. PROPOSED, 444 Btu /hr -F * ** kWh /ft2 -yr Reference Component Value X Area = UA Floor U -0.041 1163 47.7 Glazing @15% • U- 0.650 316.4 205.6 Doors U -0.390 38.0 14.8 AG Wall 0-0.062 2203 136.6 Ceiling, Attic U -0.036 1163 41.9 Infiltration ACH -0.350 17591ft3( 112.7) Reference UA 446.6 Tocig 0380 Value X Area = UA Floor R19 vented Joist 16oc U- 0.041 1163 47.7 Glazing @l6 * *2GL VINYL CLR /AIR 0- 0.490', 328.0 160.7 Doors Wood 1 3/8 ", solid flush U -0.390 38.0 14.8 AG Wall R13 STD Lap Wood • U -0.082 2124 • 174.2 R19 STD !Lap Wood U -0.062 • 67 4.2 Ceiling R30 blown Attic STD baffled U- 0.036 946 34.1 R30 blown Scissor' 5:12 STD baffled, U -0.039 217 8.5 Infiltration Standard, Air Sealing ACH -0.350 17591ft3 (112.7) Proposed UA 444.1 Dq Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 R ECE1�t � L q Cpl'Y- OF OCT 1B1999 PERMIT CENTER pW WATTSUN 5.6 1997 WA STATE ENERGY CODE COMPLIANCE REPORT 09/15/99- FILE: M:\\KAA\\99\\99025\\99025.WS HOUSE ID: TRYON CONCEPTS PLAN 2109 Struc Mass Light Frame, Sheetrock walls HEATING/COOLING/VENTILATING SYSTEMS' Heating System Type: Make: Model: System Efficiency: Modified Efficiency Design ACH: Design Load(at 44F dt): Duct Losses( Dsn Load): Total Load: System Size(Output): Average Annual Heat:' Annual ,Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( Annual Cool Requirement: Solar Access:. PROPOSED DUCT SYSTEM SUPPLY RETURN Location GLAZING ORIENTATION PROPOSED South : ***ft2 Southeast : *** East *** Northeast : ' *** Eff S Glz: Vented crawlspace Attic or garage * * * 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. PROPOSED Gas Furnace Payne 376C/ 80 62 0.60 28887 Btu/hr 0 01) 28887 Btu/hr 43500 (150 *** MBtu *** . Integrated Spot & Whole House - NONE 0.0 (Ducted) Btu/hr tons (@l25) kWh/yr Partially Shaded Avg Rvalue Surface Area R- 8.0 R- 8.0 M- 3.000 2109 407.8 ft2 81.6 ft2 114 .1 030 11011 W PROPOSED North : ***ft2 Northwest : *** West Southwest : ReCe orry. ) 1999 PERMIT CENIEB 6327 NOTES: I. DRIVEWAY PAVED FROM S. 150th TO GARAGE 2. 5D PIPE OF 4' NON- PERFORATED ADS N -I2 TESTABLE 3. 555 PIPE 15 6' 5DR 35 ON A 6% SLOPE. CLEAN 1 OUTS PER CITY INFRASTRUCTURE STANDARDS. 4. WATER SUPLY FROM METER TO THE HOUSE 15 3/4'. WATER METER 15 FOGTITE 5. WATER SUPPLY CONNECTED TO WATER METER SETTER 6, SITE WILL BE PERMANENTLY SEED 4 MUL H BY BY OUNER : BY COMPLETION DATE T. TEMPORARY EROSION CONTROL TO BE STRAW ON THE DOU.NHILL SIDE OF THE LOT PER 1555 KC. SURFACE WATER DESIGN MANUAL APPENDIX D. TEST TEE SANITARY SE IE= 192.60' STORM D N PROPOSED TOPOGRAPHY APPRX. 125' YARDS OF EX VATIO BE RELOCATED IN OF LQQ( T CLEARING LIM TO BE PROPERTY LI i iiimeausim vama tiM \ 158 MAX 11 MEM 2x `. zawio�" — atrratc r+ i g� I I �IH��` I GAR1}GE 8 � I l 202' HOUSE T PATIO WAY SECTION • !/Y CRUSHES ROCK CITY OF TIJKWILI' A PPROUI: f) STORM DRAIN 23'.0' 4' SIDE SE AND 70' -0' MIN FROM DRIVEWA EXISTING TOPOGRAPHY INDICATES EXISTING /PROPOSE NATURAL DRAINAGE PATTER 6 19 FOR ADDITIONAL INFORMATION SEE CIVIL ENGINEERING DRAWINGS RECORDING #19990726001980 NOV 17 1Peq As NO!LI, c0 /S 5. /S7 _1LnLb 4 ` '6ITE PLAN FOR 'LOT 1 SCALE : I''20' BE BUILT G 50. 200• - - -- 202 1204 N87 "45'23 "VU SETBACKS, SUBDIVISION , BERGSTROM (THE JUNCTION) .,_ FRONT : 20' STREET ADDRESS • ' • REAR IO LOT AREA - SIDE • 5' PLAN 5 PLAN °2355A SIDE OWNER • TRYON CONCEPTS ADDRESS , 4420 SE 84th ST. NEWCASTLE PHONE : (425) 255.6518 TAX LEGAL DESCRIPTION • 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 authorizc '' ;!ations of ,. _ _ adopted -' _ _ - r's or ordinances - nsibility for the - the design rc. _ ' h the design s. deletions c hese drawic„ date will , ... :ance and wi. a resubmittai :` 7 : 'ings for su~ approval. Final acccpIance is subject to ,.,..action by the Public Works utilities inspector. Date: By: i '17 L.# -�- W %iJ D E? TYPE K COPPER WIRE WATER SUPPLY STUB OUT 3/4' METER IE= 197.00' WATER LINE TO HOUSE JOE3 0 : 55112.02 PLAT FILE 0: 5911202 DATE: 08- 01-55 SPa1 REVISED DATE: ' 05.21.55 MJM (-"7 CLEARING LIMITS TO BE PROPERTY LINE 06 208'10 Kappeer Architects, P.S. 13400 Torthup Way, (133 Bellevue, We. 08005 tel 425- 841 -5320 RECE VED fax 425 - 841 -5318 CITY OFT UKWILA NOV - 4 1999 PERMIT CENTER t ar — = =�f Side Elevation Rear Elevation Side Elevation Upper Floor Plan t cepts Garage M SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE DECK / PATIO 400 O Entry ci■ 1163 SF 946 SF 2109 SF 528 SF 90 SF OUTSIDE DE PACE OF ILLALLS. MEASURED ARE TO ELO SPACES AND GA EES ARE NOT INCLUDED IN CALCULATIONS. Living ICI 6`x1 Covered Porch i !1 I 1) Main Floor Plan 4) DRRAWING INDEX 0 AL CODE NOTES Al FOUNDATION & MAIN FLOOR FRAMING Al MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING AT ELEVATIONS & BUILDING SECTIONS DL STANDARD DETAILS D2 STANDARD DETAILS SL LATERAL DETAILS S2 LATERAL DETAILS S3. LATERAL WALL SCHEDULE FILE COPY I t, r-. r.d. that tho Plan Check t rrors and omissions and Cl not authorize the Violation of cry ad: :tod code or odllfr110F SSCNpt of contractor's copy of approved plow illoklowlsclosd. By Date Z `7 :41 ° A Permit No. w ■ ■ - Y3 8 O SEPARATE PERMIT REQUIRED FOR: E MECHANICAL tJ.ECTRICAL iffi,YUKADING C•AC PIPING CITY C;= TI':' "'t.,\ ...1 CITY OF TUKWIIA APPROVES NOV 1;'I99 raiili:jl � ,9i.:ltC.!IiVi, 17Iv13LN Q. co La 11J ca D i' -o31 .4 `. COVER SHEET \ \MANSION\DWGS MASTERSVCREF Al .DWG REVISION DATE 08/12/99 . b if W " i !! 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Is 1 II bh If t iiii - - . i .1 i - -- 11 I iw 1;fi 11 111191 1 i' 4 1111 I 1.1 " H ' H 1 !Ili a 4 ; 1 "p i 444 r 1 I 1 _ A11 SHEET 0 JOB NO.: 507 18C 11 Kapp!er Architects, P.S 14311 SE 16th ST, Bellevue, Washington 98007 (425) 641 Fax (425) 641 STANDARD �+ CODE NOT Date Desaiption liN NM MIN TIIIS SHEET HAS BEEN PREPARED FOR SINGLE FAMILY OUSING TYPE V NONRATED CONSTRUCTION 1997 UBC. THIS DRAWING a ©COPYPoGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT S \ \MANSION\DWGS MASTERSVCREF Al .DWG REVISION DATE 08/12/99 . b if W " i !! 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Is 1 II bh If t iiii - - . i .1 i - -- 11 I iw 1;fi 11 111191 1 i' 4 1111 I 1.1 " H ' H 1 !Ili a 4 ; 1 "p i 444 r 1 I 1 i r Ica 11.11rn AM jai I IBM 1.1 al 774 21.1111111M111.7.11116111111 7..%,"' = 11' -0' 62" Frt1 1 ( FF- 4 E FP -22J -- 22'-0 (FP4J 1e : s:5 TEt1!W.L (FP -22 0 3/4 J08 NO'; ..99025-21: CRAWL SPACE VENTS AREA $.ew X, mom . OWE AREA tee.,' T>+E OFWOO AMA RIVOSPIEO 11111P,CAL VOi7F 16i • /8WEP ,118 f'18K EFFICENCYJ ... '' OF PM veer NET FIAIEE AREA B. F4 '.'1F1!RE SNOW MBE fRL OJ S FOR LG VACIOU b. M 7008 x: 88. .. SF D. L -'EF1T AATEmRFA- RESIETANTIOARE MEEFy' ERR Off OP & 4 IMAX- 81.. ' macs LOCAT1@T.. plt RAM JOA5T 1"r:6F BE PERTAPIENTL. BAFFLED. OEM SC2Z441 N.-w BR' 40 3Fr GENERAL FRAMING NOTES I, SEE GOWER ewer FOR ALL G8v'ERAL NOTES AND REQUIREMENTS. 2. SEE TYPICAL I' LOST ON SECTION :44CCT 3. SEE COVERSNEET FOR ALL NOTES AND REQUIREMENTS CONCER4Pr1G PIECFiANICAL. PLISIBIING,, AND ELECTRICAL. 4 TRUSS DE&C l BY MANIP.: Ti RS PLAN SWORN !S FOR GENERAL LAT° T +&Y SEE DIV, 6100 SHEET A -I • TRUSS LOADING SEE D1V' 0100D1 SHEET 4 -1 - TRESS SPAN PER FLOOR'. FLANS - TRLBS TYPE PER ROOF FRAMING PLAN S. ROOF FR12`AN! SS AC3 24' cc. :i1 6. ROOF PITCH- EXTERIOR PER ELEVATION nYlEROOR PER SECTION. 1. RAFTER TAIL 2x4. VERIFY. $ ROOF TAIL. AND RAKE OVERHANG PER RDOF FLAN_ g ALL PEADEr, Ai¢ 4xi0 OF 2 ONO. PROVIDE (1) I aa-ateet STUD UP TO 4' -'r" SP. AND (2) TRIM STUDS OVER 4' -0' UN0. SEE Di V. 01400 SHEET A -I I FOUNDATION KEYNOTES 1 (� I : STEM WALL B' ODE WITH ML L t3,1' IG. SCE FOR ADDIT.OI4AL INFORMATION_ SEE DIV. 3 SHEET A-1 CONCRETE WEPT WALL 6' VIDE WITH MN t25c6' FOOTING. SEE DETAILS FOR ADDITIONAL P'FCF3'TATKIN °SoM DIV. 3 SHEET A -I CONCTE SLAB ON GRADE SHALL BE 4' THIQC STEEL TRO IELED F8111314,81/ bxb WAxW4 EEO ON 4': GRANULAR FILL- SLOPE 2' TO DOOR PROVIDE THIGID EDGE AT DOOR SEE DIV. '.3 SHEET A-1 6x6 POST ON CB64. I` ABOVE SLAB ON 34,34,3•1,41 FOOTING ON - SOLID 4UB8TRATE 41(4)+4 BAR EACH WAY, SEE DIV. 3 SHEET A -1 (m L 1 CRAW. SPACE VENT. SEE CALCULATOON BELOW.. l_J SEE DIV:'i 5H A - ( m - L ' ALL ORIPF1 -E WALLS ARE 2x6 OR 3x4 . 16'. oc t • ' U.N.O. I4' MIN STIED Legais PR t1BC SEE DIV .SHEET. A -1 4x10 SEAM LINE MIN I' CLEARANCE FROM FP CONCRETE AT END CF BELJ -1s SEE DIV. E SHEET A -I 4x4 POST (SCAB POST AN, . BEAM WITH 2x4) CN'30F FELT.CN MAT FOOTING W-LO. PROVIDE 4x6 POW e: SEAM SPLICE' 4 POSITIVE CON- 1ECTICK FROM POST TO FOOTING. PER DETAIL 16lP1, SEE PFV. 6 SHEET A -I ( 6 MIL BLA CK POLYETHYLENE GROUND CAVER l FP - 9. J ON GRAD 5EE. DIV. "I SHEET A - FP - 10 ELE C1R AL SERV ICE: T'ROViDE (1) 2 l/2 SCHEDULE 80 PVC COND trr roe ELECTRICAL SERVICE AMP'. (1) 5/dk8' LONCz GALVANIZED ROD FOR ELECT[ZICAL GROtEiDMG SEE DIV Ka AND V444 W/ SITE CONDITIONS SLICK'. OUT P4 STEM WALL FOR DOOM, 14VAC ETC. AS REQUIRED x-12 4144' CRAWL SPACE ACCESS. INSULATE AND (LEATHER STRIP.: SEE Div. 010022 SHEET A -122 FRE55UE: BLO4K4#; OF SAME SIZE A5, A424444T JOIST. 24'X24'XT' MAT FOOTIPIG: ON SOLID SUBSTRATE 1111 0)4 BAR EACH WAY OR O' STRIP FOOTING PER DETAIL I6/DI 30'X30'X1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) 51 8451" 4.4414 WAY OR R' STRIP FODT1' i PER DETAIL 16/DA ,. 36'X36'XR' MAT FOOTING ON SOLID SUBSTRATE W/ (2 4 BAR EACH-WAY STUB STEEL 12' INTO 5LA8 • I2'o. FP -2 ( FP - 11 ( FP -13 FP-141 (FP-15) 44 -76 1 FP -11 J FLOOR 2015E SEE DIY: 6 SHEET A - 1 4x5 BEA`1 LINE, SOLID BLOCKING BETWEEN J4I51 9, (OVER SUPPORT.. FE SEE DIVISION 06100 5E7 A - m F PROVIDE SOLID BLOCKING 1:454 J(2151 11 ,5Y5TEM: PROVIDE SAME AREA OF 8EAM SUPPORT' A5 .418 BELOW SEE DIV. 6 SHEET A -1 FP -2I 11114 1' CLEARANCE CONCRETE NCE FRO CONCRE AT. END OF 8EA '' EXTEND PER f14/ IS' BELOW 5URROIB/DING GRADE 3' DIAMETER STEEL PO5T EDGE OF CONCRETE 5 FP- i � ( FP -I (-2 FP -223 FP -23') FP -24) SYMBOLS & LEGEND 04 /6. PONT LOAD FROM ABOVE POINT. LOAD FROM A80VE LW LOADING POINT L040 7RAN5FERING DOItN POINT LOAD TRANSFERING DOdolAi/ DFJ JI APPROVED HANGER ^I®n ��� POINT LOAD TRANSFEREE, 8Y ,N91.64 7. 1999 AS hdOTED SUELG 12 2!Vi310,1 /-1 HOLD DOWN WITH 514E DESIGNA7705 VERTICAL STRAP WITH 517E DESIGNATION TO BE. USED ON FLOOR BELOW 87xx — HORIZONTAL STRAP WITH SIZE DESIGNATION INDICATES 8EAr1 CALCULATION WITH INDEXED 14U1 E�C!ENT.^F rr'MAF4 W.AsL ,`- 71FE OF 555•AR WAU- ? WALL, ABOVE ': ' WALL BELOW 5 1 01 WILES O'41 5855E'50758 EYIGMEERING AND CALCULATION' - N I D • 54 714565 • RAWIN515. 0 0 GLAZING CALCUIATION IUTAL 5-F OY now ______Zitstr worm, Sr or Guano GLAZING of TS caLeaAro GEM saIRMINIEFIENES FORUFE N THERRe1ARITION sum mow 42RTE IROISE TD /DLHTTceb . Doceseumen 1E9 ellFIORT TIETTTICD01.00iF OF commtace SYENOLS AND LEGEND gig mac. sear wart ict axece Assaisesocesseseoer 50 COIN FIN. 4123 RERYY►6FREHNL 43101.EFTCE IRAN WO CRRiMUN VT06 es spews Nom ewer RAPYI c ▪ INIERNOGRAT 541, ROOM nom NOR ElanevR1T maw INTERCOSECTED (� II4 awn TRIM TO ONE7.E wee FM . - .Oa -AL. PL UT NS, AND =critic*. SYSTEM FOR WM. FEE DIV- EA SEE: NEU AI A Pfi7VOE 6' DIAt'ETETQ Ffa:e44 AIR %TAKE RIC. =we TO RETURN AIR PLENUM AT FURNACE TiFt TTEri rw� DAr. ET. PROVIEE THERMAL EXPANSION TAW AT WATER HEATER C4 61 AP RATER WATER TO FRAMING TOP AND CIOTTOM D, PROVIDE PRESSURE LEVEE NNE P1321EIEA TO COMM LI I/2' 22'=0' • ,col Imo* 1' 2 v2. 0 -4 3/4' `W/2X PICKETS rd' OC. .36' RAIL BUILT R GH3NA CABINET 5' -T 3/4' I GENERAL PLAN NOTES I FLOOR PLAN KEY NOTES I P -I ) 1 f� ( P -3 ) P -4 J P -5 ) ( P -6 ' ) ( P -8 ) -9 ) P -I0 ) II P-12 l P -12) P -I3 I P -143 � P -I5) ) P -16 ) P -IT) ) P -I8) ( P -19 ) ) P -20] P -21 ) � P -22) ) P -24) L SEE COVER ISHE FOR All GENERAL NOTES AND IEOUIRB'ENTS. 2. ENERGY AND AIR QUALITY IFOR7ATICN SEE DIV. 17 SHEET A-I 3. SEE SULAM ELEVATION FOR WINDOW OPERATION SEE DM a SHEET A-I 4. SEE TYPICAL MATERIALS LIST CR SECTION SHEET 5. SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CClCERNNG MECHAWCAL, PLU'R'JRYa, AND ELECTRICAL OCCUPANCY SEPARATIO6 APPLY (I) LAYER 5/8• T'PE 'X• GW$ TO ALL WALLS AND CELLYsSNY OF GARAGE SIDE FRO1 Fax.7ATI : TO °SI.EArAt4s. !LEAP POST AND BEAMS. APPLY (2) LAYERS TO TRUSSES AND TJI FLOOR JOIST. SEE DI, 01¢025 SHEET A-I 13/8' MN SOLD CORE DOCR WITH SELF CLOSER. TO BE TIGHT FITTING SEE DIV. 010025 SHEET A-1 STAIR ASSEMBLY NOTES- PER LOC SECTION 5003 A HEADROOM MN 6' -8', WDTH MIN 0-0'. B. TREADS I0' MN DEPTH, RISERS 8' MAX. FIT. C. HANDRAIL MN 34' TO MAX 38' ABOVE TREAD NOSRJG. HANDRAIL I IQ' MN TO c MAX CROSS SECTON DIMENSION AND IVY MN. CLEAR FROM WALL, RETURN RAIL ENDS. D. NSTALL FIRE BLOCKING AT STRRGERS TOP AND BOTTOM AM, ADJACENT WALLS), E. COVER USABLE SPACE IANDER STAIR W/ 5/8 TYPE 'X' W W.S. (2) LAYERS •: CEILING AREAS. '... F. NT MEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4. BETREER BALUSTERS. SEE DI, 010026 SHEET A -L SAFETY GLAZINS PER UBC, SECTION 2406 A WINDOWS WITHIN 0 CF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. UI FOCUS AT TUBS AND SHOWERS D. GLAZING IN DOORS E WITHW STAIRWELLS F. WITHIN. 5' OF TOP OR BOTTOM CF STAIRS SEE DIV 05600. SHEET A -1 EGRESS WINDOW PER UBC, SECTION' 310.4 SEE DIV. 08600 SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES N GARAGE TO BE IS' I'71N, ABOVE TOP OF SLAB. SEE DI, B SHEET A -I COVER WALLS'. ADJACENT TO TUBS AND SHOVERS WITH NON - ABSORBENT MATERIAL TO 10' ABOVE DRAIN INLETS. SEE DI, 09250 SHEET A -I (2) LAYERS OF FLOOR SHEATHING. OVER FRAMING. 8' MAX RISER WITH 10' MN. RN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 5006 SWEET A -I IS x24' CRAWL SPACE ACCESS. INSULATE AND (LEATHER STRIP. SEE DIV. 010022 SHEET A -I 22'x30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 SHEET A -I FLOOR MATERIAL BREAK LEE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES-. A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECFICAT1ONS, SHALL CONFORM TO SEC REQUIREMENTS. SEE DIV. 010028 SHEET A-I B. ZERO CLEARANCE FIREPLACES SHALL CONFORM TO 1UBO REQUIREMENTS. SEE DIV. 010024 SHEET. A -I D. HEARTH SHALL CONFORM TO MSC REQUIREMENT. SEE DIV: 01002E AND 9 SHEET A -I D. S /8'. TYPE 'X' GEO 04 HOUSE SIDE CF CHASE CLOSURE TO ROOF SHEATHING. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GUARDRAIL PER UDC 5082 4. AT STAIRS SLOPES AT 36' ABOVE STAIR NOSINGS. B VENT FOR MECHANICAL. 1' CLEARANCE ALL SIDES PER UBC SEE DIV. S SHEET A -I PLANT SHELF UPPER AND LOWER LINEN CABINETS SOFFIT AREA INTEGRATED MAKE UP AIR co �f TUK'NILA I P - APPROVED 2x6 STUDS W/ R -IS INSULATION. MR NOV 171999 AS NOIED BUILC1NG TIV13IONN SQUARE FOOTAGE MAIN FLOOR UPPER FLOOR TOTAL GARAGE 528 SF DECK / PATIO " 90 SF SQUARE FOOT E IS MEASU.EED TO THE OUTSIDE FACE CF WALLS.STAIR8 TO BELLOW SPACES AND GARAGES ARE NOT INCLUDED M CALCULATIONS 1163 SF 946 SF 2109 SF U 0 0 U C 1L os CO CO co !!rr 6) X V CD P &5 co T - m om Q. 5 2 JD) No. " 99025-21 • SOLV 13LK` CANTLEVEFED FLR BTS PER FL R/LOWER ROOF FRAMING PLAN 6.1e 1/4 .1 0 h — P,45ED HELL TR1.155E5 •EXTEND RFTR TAILS WRIT° TRILS5.6 AND SECURE w, 6/ Bei NAILS ) .421, -A7 SYMBOLS & LEGEND JOS 1 9:3002.21 I GENERAL FRAMING NOTES i:TEE F,T,R, ALL CAERIER,- scrEa ,IEE TT PO., MATER LiaT ON. atE 2.2-O.E.RSHBET FOR ALL. .....1, AND. ELE,RiC.:2L. DESIGN .TIANLF TALSE 5.42,2N T-OR C.,ENER4.2. SEE / 1.51040 BAEF.7 4- I al - TR4S5 aPAN PER FLOOR PL,Na - TRU:T..5 TYPE PER RO, RO, TD4. ExTE,,,,,, PER T. :RAFTER ,4 0 PER R2 I FRAMING PLAN KEYNOTES SEE -,EET = 0ET ,FER FR,INGRET,ERS. ;-__E Ai_ICAN EDGE 4 ,157 WM4 BE NaiDE 4 2,5E7 - BOTITC, SEAM EvErN EOTTOTI , 4,N20. TOP BEAM EXTE,5 , 2 BEA, la F...:16,4 BOTTO0 ,2 2 :1,37 2,4 NO TOR F.L.,2TET 4,22-2,22 NO • BEE Eii,t2ii5.2, ' T ' 214 , -,ET' F , L:iii - L ALLOW FOR .4v4O OVER e,EAri B.E4J DONN BEL01,0/STS Li 2X. OvE,TRAMING ,s 24• oc, L 1 i CEILING j015,5 24' OC 0 POINT LOAD FROM Aeovs G POINT Lo41, FROM ABOVE W/ LOADING O POINT OAD DOI. CITY OF TUKWILA APPROVED NOV 1 7 1999 As north ist HPOINT ER LOAD TRANSFERING DalN W/ LOADING AN POINT LOAD TRANSr-ERED BY KICKER L‘e' • HOLD DOILN WITH 5IZE DESIGNATION VERTICAL. STRAP WITH SIZE DESIGNATIMI TO BE USED ON FLOOR BELOW 140RIZONTAL STRAP WITH SIZE DESIGNATION 0 INDIcAtE EiEtI WITH • si-eAR WALL TYPE CP 514EAR WALL .2. WALL. ABOVE reargazr pNLOS OTHERWISE NOTED', ETIGINEERII. TCALCULATiONS•ARE NO PROVIDED, N T .SE DRAWINGS, 1t \KAA\99199025 \9902521 09 -13 -1999 14:10••09 Sheet UP Workstation PaulM 6'• 1/2' Kappler Architects, P.S. 14311 SE 16th ST - Bellevue, Washington 98007 (425) 641 -5320 * Fax (425) 641 - 5318 • I0'•9IR' . 111111=■ T � p p F Ill 88 IPN w MI M i M ,,mo..Aw 3 i oW C 77pp to _ to gg )( - rn�p A� < D An �w 4� q � �€ 3 A 03 < gR 11 i ii ��"p , , P b ... 7 IIPE '� iyL _ -b �,Al 311 33 �� '` i i ! 1 ! '� gr=0 , �5 p o d 4 ^~ _ b yQ '�je �I I 3 A 0 Jc gi :i iA i 4g 4 i I R. f 2 3 7 1 1 P. 21 ggir e $gSN N D Tryon Conc�utts Plan # 2109 THIS DRAWING IS © COPYRGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT a Date By Desaiptbn cal DIMAS PERMIT 6E7 ,6 id 01111 PIP 0 l4 F x ROOF VENT CALCULATION BASED ON a 2-1/? HOLES PER VENT. KOOK . ROOF VENT CALLS BASED ON UBC SECTION 15053 TOTAL. ROOF AREA TE0 EF/320 .•693 SF CF: VENT AREA RE 50 VAT EAVE • 'ST/ . 6F REQUIRED; 60 % • 36' !MINI ABOVE EAVE • an ' . SF REL�IIJIRED' 4 ' ROOF JACKSAT SO SO INL EAC••201_ SQ.S IN, 1' SF .,.. 109' LF. OF H EAVE VENTS AT 52 SQ NJLF.566 SQ. N•894 SF' GABLE END VENTS AT E %L'. IN.. 1__ GABLE END VENTS AT x_ • 2L—SQ. N..tl 8F ____ 9 GABLE END VENT$ AT 24 DIA .55 SQ. N.•T7�_ SF TOTAL VENTS PROVIDED :.. ROOF JACKS . S12_ SF EAVE VENTS . 994 SF GABLE END VENTS .1L_ SF TOTAL SF OF VENTS PROVIDED • @S6 OF N AREA MAT BE I/300 IF A VAPOR RETARDER IS INSTALLED. ON THE WARM SIDE OF THE ATTIC INSULATION.. UDC 150532 • EFFECTIVE VENT AREA BASED ON '' 30% REDUCTION DUE TO 1/4' MESH • I GENERAL FRAMING NOTES L ALL G8 4L NOTES AND 2, SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERBEET FOR ALL NOTES AND RE42R@'BlT6 CONGERttYs PLY"lSNCt AND ELECtRICAL 4. TRUSS DESIGN BY HARP TRUSS PLAN a I LN B FOR C�ER 4!- LAYQJT ME GTLT SEE DIY. 6100 SHAT A-I - MISS LOADIN SEE DM 010001A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - .TRUSS TYPE PER ROOF FRAMING PLAN 5- ROOF ReAMIFYs SPACING 24' oc. U.N.O. - 6.ROOF PITCH- DcrEFacle PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4- vETZFY. a ROOF TAIL AND RAKE OvERHANG PER ROOF PLAN. ALL HEADERS ARE 440 DF PRONDE (D TRRT'ER SW LP TO 4' -0' SPAN AND O./TRIMMER STUDS OVER 4' -0' LIMO. SEE DIV. 06100 SHEET A-I - WALL LIE CLOD SYMBOLS & LEGEND Q � POINT LOAD FROM ABOVE POINT LOAD FROM ABOVE W/ LOADING POINT LOAD TRANSFERUJG DOUN CITY OF TUKWILA POINT LOAD TRANSFERING DOU PPINIVUDING HANGER NOV 171999 POINT LOAD TRANSPERED lar Kk9KERIED BU!LTiWG D1�/IT?ON ooff:",,aa, HOLD'DOUN WITH SIZE. DESIGNATION VERTICAL STRAP WITH SIZE DESIGNATION s TO BE USED ON. FLOOR BELOW 11°' HORIZONTAL STRAP WITH SIZE DESIGNATION O. INDICATES BEAM NUMBE L-ALCULATION'.WITH IND EXED . . EXTENT. OF 8HEAR WALL TYPE OR SHEAR WALL' WALL ABOVE *MOM* atau. BELO. NOTE, UNLESS OTHERWISE Nam>, mamma ,40. CALCULATIONS NOT ND IN T SE INGS HIM FRAMING PLAN KEYNOTES I f F -1 ) F -2 L F -3 ) F -4 ) - ) ('' ) f F - T F -3 I .FS ; ', F -IA ) 11 ) I F -12 I F -13 I F 14 ) l F ) BACK FRAMING AND SOFFIT AREA AS REQURED TO ALLOW FOR •NAC DUCTS SEE DMA SHEET A-I RAKED PONY WALL ON TOP OF LOILER ROOF FRAMING MEMBERS SUPPORTS* UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE. CF WALL ALIGN INSIDE FACE OF BEAM': OUTSIDE FACE OF WALL UPSET.- BOTTOMOF SEAM EVEN W/ BOTTOM OF JOIST AND TOP. OF BEAM EXTENDS UP ABOVE TOP OF. BEAM. IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE SEE DI, 01002 SHEET A - I FLOOR JOIST - SEE SCFEDULE DWG. SEE. DIV. 06100 SHEET A -I SM ELEVATIONS AND SECTIONS FOR ELATE HEIGHT PRESSURE BLOCKING SEE Div. 06100 SHEET A -I FLUSH - BOTTOM OF. BEAM EVEN W/ BOTTOM OF JOISTS TOP OF FLUSH W/ TOP OF JOIST 'AND BEAM EXTENDS DORN BELOW JOISTS TOP OF BEAM 5 BELOW TOP OF JOIST TO ALLOW FOR HVAC OVER BEAM AND BEAM BUMPS DOUN BELOW JOISTS 2X5 OVEI3FRAMNG • 24' 00 2)15 CEILING JOISTS • 24' OC 0 cc SO 2 3• st 0' z' JOB NO: -.: 99025 -21 IIIIIIIIIIIIIII 1 11111116 � LIVNG TOP PLATE ,LIVPYs UAIDDW IEADER � UNt.G5123FL. '.. 5:0 SIDE ELEVATIO a ur tis.r-e 4 M ;.D SIDE ELEVATION UFPFR TOP PI ATE [PPM WINDOW I£4DBR UPPER BE FL GARAGE TOP PLATE ` FANI Y WINDOW iFA17FR GARY>ESLAB .FN1RX SI$fLR _EAR E L EVATI O N 6oeIs V6'.I' TYPICAL''. BUILDING MATERIALS ROOF CONSTRUCTION ` ROOFING: UIL ITAP E (DIV. 7) 3000BBUILDIND P01000.S) SHEATHING: ( 6) 7/W 03B OR EQUAL INSULATION: (DP' 7) R BLOWN-IN WBI - 'UT$ RB WNPLYWOOD EXTERIOR WALL CONSTRUCTION (DIV. BUILDING (D (DIV. 7) I5## B ILD PAPER 10 0� FRA: 1V.6 2 X 4�S UDS AT O FRAMING: C MING (DIV. (D� 7) A -13 BAT[ WI INTEGRAL VAPOR BARRIER OW& (DIV. 9) U2 FLOOR CONSTRUCTION FLOORING: IV. sUBFLOO W. INSULMIO ry IV I:D (DIV. TRIM:(DIV. 6) WINDOW: (WITH NO BRICK MOLD) CORNER HOARDS: F ASCIA: FINISH PER PLANS (DW. 0100.4) 3/4• TdA.(PLYWD, COMPLY, OA EQ.) 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J-BAR• 6' oc (DV 3 SHEET A -U tl HCR2 BAR • oc r- se ovER AP nsu (Div. 3 BEET A -U 4 BARS roc L47-6' MT.. BEET A•V TEGIETLIE 4' PER. Fre. DRAIN IW L1ER N 2A' C4BAYH. BED.: (DN.2 SHEET A-V (4)4 BAR CGIIL (DN 3 BEET .4-1/ SOLD SU361R.41E .. 4' CONC. SLAB OVER 4• ROM ase YMOREWRRIOR - (41:4 BAR CGHT. (Div.3 SHEET A•U 3/4' =1-0 03300430000 - 23 VYIGiO' AEL EV 2'N25c3M' S2. STEEL PLATE WAS,ER8 •4' -D' OC (Div.3 SWEET A-1) EXCEPT AS NOTED ON SPEAR./ SCHEDULE l' MN EMEE0- 2.8ARS•24 oc 3 BEND CUT PITO BLAB B• 4 VERT. BAR •io' (DN.3 BEE( A -U 4 14CRZ. EAR • B• a (DN 3 BEET A-I/ 5 VERT. J -BAR • B' oc MN.3 BEET. A -I/ 4 HORZ. BAR • O' ac OvER.AP (MIIU (DM 3 SHEET A -I) BAR • D• ac L•7.6• (DIV, SHEET A -12 TIGI4LNE 4 DRAM .WU TER N 24' GRAVEL BED. (DN 2 SHEET A -)) SOLID SUBSTRATE 4' CONC. BLAB OVER 4' ROCK OVER VAPOR BARx10R ADD BARB to MATCH REIFORCING PER PLANS UT 31.00R PER FLAN MM..6 BEET 6D 11P. 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(DIV.3 514MT A-P conical MEMBER RIM BOARD 10,10 AP W[ 2 )O TG) 6' SD. STEEL PLATE MAULERS • 4'-0' OC (DIY. 3 SNs£T A -UEXCE T AS NOTED CN BEARLIA.L SOMME T IR( EPBED. (2) 4 BAR • TOP 4 VERT. BAR • D'oc . (Div 3 SHEEP A-ll 4 VE32T. J -BAR • D oc (DIY.3 BEET A -U tl NORZ BAR • N0' oc CTERLAP MIN) (DIV.3 SHEET A-P 4 BAR • D• oc (DIV.3 SHEET A-)) TIC TILES 4' PEE. FTO. DRAM WILIER N 24• GRAVEL BED (DIY. 2 SHEET A-U (4) 4 BAR GRIT. (DM 3 SLEET A -I/ SOLID SUBSTRATE EXT. DOOR THRESHOLD DETAIL (3)CANTILEVERED RETAINING WALL 3J 4=T 013100 -08300-04_3.11 08803. 00000.22 + , V2•$410' AB.IW 2•)0)00.• S.Q STEEL PLATE MASERS • 4' -0' 0L. (DIY. 3 BEET A -U EXCEPT AS NOTED al 61EARI iLL SCHEDULE 1' MN DEED. 4 2-BA °S • 24' 3` BEND OUT MO BLAB B• 4 VE2T. BAR • O' oc (DM 3 SHEET A -V 4 HOW. BAR • ID oc (DIV.3 BEET A -V 5 VERT. J -BAR • 8' oc (DN 3 BEET A -U 4 HCRL BAR • Io' oc 1 -b' OvE'RLAP (MEE) (DN. 3 SHEET A-) 4 BARD oeI. 2 -b (DIV.3 BLET A -V TIGHTLNE (42 *4 BAR CONT. (DIV. 3 BEET A -U 1YP: EXTERIOR WALL CONSTRICT.. PER PLAN (DIV. 6 SHEET A -I) LOCATE SWATHES JOINT • G3300 SOLID SUBSTRATE 4' PEW. FTS. DRAIN 16-LTER IN 24' GRAVEL BED. (DIV. 2 EHEE1 A -) 08300430000.20 , TY• . FLOOR FRAMING PER PLAN. (DIV. 6 BEET A -I) CiTy 0 -A AP PRO TREATED 110 61U. SIM POLECATION DOTAIO V 1 1999 FRAMING PERPENDICULAR TO STEM WALL kS NOI i;.1) DING, DIV13101v TIN. EXMOOR WALL CCWIRICTICEL FER PLAY( (Div.6 BEET A -U LOCATE S JOSIT • caw* memeeB ID BLOCKIS • RIM PO O T LOAD N ARG PE ' WALL TREATED MD SILL SEE.FCINDATIOI DETAL(6) . TYP. ROOK FRN'ING PER N AK (DIV. b SHEET A -I) FRAMING/FOUNDATION'CONNECT rJ - FRAMING /FOUNDATION DETAIL TJI SHEET A wa o^R" 1D. 24 X OC MLR OWL PLIO2 20 WOW 4F BCLti 01'.81 SURFORTIS ATTACHLfD W T some OP to' LAD OW* AT oC rm.'IA ewoo! imams rot RAM 2xP 'YYJ. 414 B<.M'1 HEIR E Ear DUN !PEW ream LANDSCAPE arum FLUSH REM R e D GRADE (3 SI F leM LN®IGAPNG/ ®TyP. DECK CROSS SECTION DeLegamatamstsearEso ertrmacF commWOE FRAME OVER WALL DETAE �#O: -B�piF IOIEOiA[_MEGI! eAmUEfE6�E✓�'. *RRDlIIOEIF row aRlaRYSD6 ERA1/GFIBBRA1 A•RFOLAT CURVE FACE IX NI EL r Psi wewzvsas men TYPICAL ROOF CONSTRICTON TYPO W MOOR cosna1CNCH 111•40 Or.. AT DOVE FACE CF eV CH ',AFAR WAL LL SCN®LLE 2X MOMS. 22N (312 • NOLES 12212 .PLREEN EAVE DETAIL 'sires -o MP. ROOF CeNSIR1CTiON 2' MOE LTA FOR VENTING H AT OUTSIDE lDE F TSIDE FACE OF 2L411 WD ON S4FJR W4LL SCIa®LLE x (372'• (SEE ELEVATIRI oem-073oam r r . / \ �a � \ \ 4 4 Berri eistrust 2x6 awe TTP_ 24 .ROOFANOFRAtia2B ttP ROOF mew. Foe FLAN stUOS REY.sD i oeL Jet EL06K A8 NEZD[D • 1 tee PLAN EEE PLAN FOR TTP.RISE HE DIMENSIONS 3/4' FLTLLGOD RISER I 1/1 TREAD WITH EARE37NDSNG 14; 811UFY>�B 1"."' UND. BTR?Ii'R NEL - 2k4.81RX ( DIE, . , 1 NAL WALL STRIDERS UV (2) Ibd TO WALL S1UCH SAW TREE ?C " GWB hRFIo D e� rnrEe;Ixaau tit IC RR.AE 1 'HEADROOM 21214 -S; WIDTH MN. 3! . 0`,PER SE MN RER8 a MAX: HEKAE 3. NATDRAII: *L 34' TO 9 : 38 AWE 1RE4D NOSNG, f WO I V!',MN. TO 4 MAX.,CROSS e ELnaNDE'@iNOiiEV2'MN,CLE ', WALL, IUEIIIR R AIL ENDS FER IEC eEC;i0069 b. ',mama 4' .waRr STMR SECTIO 'QETAIL liVeW GABLE END DETAIL 3/4M -47 til Ii�IlI/I�I�ILIlII A$ EAPCEED RAFTER TAIL TYF' GUrnee f ' F ASCIA F9U ELEVATION net' Extexem w.g.L cab-R1Cnon TRH FERELEVATIONS BARE TTP. SEE ELEVATIUI 2X4 BACKER POR BARGE - NAIL TWRJ SIEATING U2M $d • O.C. 2•4 OUTRIGGER* • 4' as 114 2#I BETWEEN FOR 1R11 (TYP. EXTERIOR WALL CONSTRICTION / ISALLOON FINE GABLE END WALL 08100. 0730042 \V2 3/4..1%• . EAVE DETAIL 3/4447 EAVE DETAIL MP. GUTTER ASCIA PER ELEVATI(M en, EXTERIOR WALL CCNSTRICTION2 rTTP. ROOF CLNSTRICTIRU (TYP. EXIEF1OR 114L1. CONSTRICTION/ TYF10E. ROOF CONSTRICTION 2 MK CLR FOR VENTING Hi • 413' OL. AT (ABIDE FACE OF WALL WO ON SHEAR. SCHEDULE 2X BLOCKING WITI4 (312' • HOLES W1114 SCREEN PASGA FER ELEVATION TYP. EIfIERIOR WALL, uu1R1C110N CITY OF TUKWILA APPROVED NOV 1 7 1999 AS NOfEU DUJ DtrL'G DIVISION CS) OD X C �. L O CO CV CGS CU D N: c S4 L WEND 6' ABOVE BATT. HELL OR E ABOVE BLCUN 2121_ STROLL CONEMIICSOIVINI 41111LMEYEi /RSC77'm{[ ISSINDUIS SA BLOOM TOR EN R.CYRaNNILLCE I SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 3/45.1�, 17070.0100041 froliWAY4 MISMIMIIMINOMMZ 1 F1 1 riosiWLE Ei�IE�Aig, T(E 74PT®LR Wt!!L7ELmII0 SRL.lEYN6PRx NSINIE es SP- I r gi ;74 1 ro, ON- ! 1 pie YY S V to FLOA JAM F € E PfG @EDIE ®Dill fERCOSET.E iJRA RJD6$PHtPLAt Al9fTiil,R7ARJII71BF161EL REISSENSIMILEISECHLE REIlR6 " TOP_ TIE FLLYRCg6QtE7L71 net 16E L Ct7Reesicti tit RAILS- REASIE PEIBBCFESSEE SHEAR'; WALL' PARALE FL TO FLOOR JOISTS 3/454' -cr - - MAL FLCORREiGIiIG n6 AEARTH d's irm.PF3D ROCK ALL WOES 10d•b'on PL7@A7DTDELOCKS. 43: a1F1AE.LW.IG -.. fT32 XEAIE9J_ e..>, PA. EPEE 4 FELpwULW6 PER SCPEESIE TABLOCK Y BLOCK ALL EDG E% PA}EL EDGE • FERILLIL R FHRSCELTLE: PER SEARIALL SMILE TTP 1011 CQIST[a mce4 MTH 1114LL'9FFADEY PARBOEDILE SHEAR WALL PERPENDICULAR TO FLOOR JOIST-OFFSET CONDITION 3/4•.4 _ Qomoefl0O9 MAIL FLOOR BEADING THS AREA VTR 10d!6'anEDGES IO d. IE'oA.FELD BLOCK ALL. EDGES BOTTOM {LATE NAILING PER °.AEARU4LL SCHEDULE .F PAM.' EDGE4FL3D NALNG P9RSQEDULE (. TJI ROOTS JOISTS FEZ PLAN TJI BLOCKS6 • ALT. PANEL EDC#S PAIELEDGE d FL7.D PULING PER SC$AILE TOP PLATE NALS% PER NEAFWW.L SC4E * TTP. WALL CONSTRICTION WTN WALL REATHNG, PER dC DW.E SE T COHDITI tl071tr0¢1!05 EXTERIOR SHEAR WALL SHEAR WALL PARALLEL PARALLEL TO FLOOR JOISTS TO FLOOR JOISTS o FOUNDATION 344 r-cr 0.00170-0 2 3/4'4-0' 17O7G 11iSSTiTI i1 t AM= ►v' 4 CANTILEVERED FLOOR JOIST SHEAR WALL ® CRIPPLE WALL -{ IC 6e i eP , Y DOUBLE STUDS AT'HOLDOUN CONDITION TTP. WLYL.CCNSTRUCTICN U 114 I WALL SHEATHNG FER GCFEDULE TTP. iJl. FLOOR CONSTRUCTION 1� 4-. rP ExaERICt: Du. CQ451RICTIQI ITN rau. SEEATHWG PER SLIEDILE TIP.'TN Rope c TRILTILH 2444 PAItEL EDGE BL000NG TYF WALL CON57R1CTIOH OATH WALL SWATHS* FER SCHEDULE TTP. TJ! ROCR CONSTFNCTIGH SMIRCH HOLDOIW PER PLAN AND SFEARLLLL SCHEDULE SIPPSON NOLDOIN STRAP PER PLAN AND AIEAR WALL SCHEDULE SEE ARCt DETAILS FOR FOUNDATION COMJITICNS ANCHOR BOLT P1 SFEARIIIALL SCHEDULE SHEAR WALL HOLDOWN BOTTOM PLATE NAILNG PER SHEAR./ SCIEDLLE LB N4L.b' oc POLO. TO RMJOIST PANEL EDGE 4 RE ID D NAILI G PER SCHEDULE IO d NAIL • 6 oc PLTWD: TO TJI BLOCKING TOP PLATE NALEG PER E+EARLL4LL $C1ED11LE TYP. IINLL.CONSTRICTION WRH HALT. SHEATNNG PER SCVEDIA.E 10 D- OEFO -z4 1 i I I �. x =111111: IIIIW =�- 111111 >EII i= 11= 111111 SEE PLAN T RATE NALM ANCHOR BOLT FER SCHEDULE SEE ARM. DETAILS FOR FOUNDATION CONDITIONS TTP. TA FLOOR CONS1M TION TTP. EXTERIOR WALL CCNSTR1CWICN UM WALL %EASING PER SCFEDILE BOTTOM PLATE NAILING PER S+EARWALL SC EDILE ... 70P PLATE NAILNG PER 61EARUALL SCHEDULE CRIPPLE WALL (DN. 6) SHEATH CRIPPLE WALL SAME AS BHFAmW I ABOYE SEE ARC.N. DETAILS FOR FOU DATILN caorriaa CRIPPLE IW1LL !DIY. 6) PAEATHNG PER SCHEDLLE PANEL EDGE 4 FIELD HALING PER SCHEDULE ANCHOR SOLT PER SFEARU.4LL SCHEDULE (21 N EAR CONL (DM V CITY ... iUKWILA J APPROVED NOV 171999 AS NOTED ® 1J LD) G DIVJSION SHEAR WALL 1 a CRIPPLE WALL INTERIOR +r00 4 NOTE, AU. INFORMATION .ON 1NI6 SHEET 16 NOT NECE6ARII.Y INCORPORATED INTO PROJECT: COORDINATE WiN PLOW JOB , NO. ':, woos 1 TJI JOIST DETAILS M:ENTLACR BALL. C•ONSINICTICA t1114166W506 P9t /QEDRE 114-12A.00$C ILDTKR h4 PATS. EDGE EL0004G F 5 EA SCA®ILE eorfal PLATE HAL.PG PER 51EA ALL SMIEDLLE TO d. 6' on FLTRJ. 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NAIL: THROUGH SKIP SI ATNK .Th4 ISd 2X4 OUTRIGGERS •4' WITH JOIST HAtraE R + ixa.ES 422 a d HAIL a 4' oc.:• EA. OUTRIGGER d NAIL 4/ os TO TOP PLATES 4 BLOCKING 2X4 OUTRIGGERS • 4' CIO WITH JOIST NANGER • TRIOS .. SHEAR WALL • GABLE. END 8i4=1-0' TYPICAL HOOF CONSTp1CTbN (37 a d TOENAIL • TRUSS L8030 • 48' or. moo.* TO TOP PLATE 8 d • a' os •BLOCKING t2 BLOOC@Y.s PER ARCA DETAILS.. PLYWOOD ROOF CONDITION PLYWOOD ROOF CONDITION 3 /4'.FQ 170004010048 3/4`4 -0. $14 CITY OF TUKWILA ASS am APPROVED PER SiEARLAIA SOEDUI.E NOTE: ALL' RFOFt'lATION CN T14I6.6NEET 16 • NOT NEC06410L ' NcORKRATED NTO. ',..PROJECT. COOTm6ATE NOV; 1 7 1999 AS NOftL BUILDING. DIVISION STRAP PER 4 HOLDOWN STRAP AT CRAWL SPA L TOP. rw.L ea8118. ae MIN Viii SWANiG PER AGEO L.E VCOOLE STID EIOIA i RATE MAIMS PER SEANIALSOELLLE . WATCH PST STRAP FEN PLAN a AEA* COWL SQN®RE TeeeA TRAO LSL RP, EIORO PAN- EDGE 7 FIELD NALAG PER BGEDILE TIP EKIEROR WLL C.OSTRCSIGN A WALL I EARAN' (6e MEDIAE TTP. TA FLOOR CCAEARL'Tgt INTERIOR SHEARWALL TO ROOF COND. .HOLDOWN STRAP c FLOORS w 1700040100-08 3/4 Rf-O 2O j®= O s W _ T • 11997!UBCj ri ®I ili ii i A iA ## I "•° 4 ; (1$ NlATIite SHEARWALL SCHEDULE Description r I , PEWIT BET i.. w w . ww N R? + J J Y• . 01 p a R CM MCC !. J a J Fl6D I M . 3 i a ' 1 4 44444 ii 44 tyt • • • • • • • • • • • • • 9 a .4 444 s s 4 4 ,,, ar,Lro ip a ai F ' 4 0 a F At TO TOP h^ :. Bolero F $. $.' $ V $$ $$$ $$ $ $ u ::1 .': ' w 4 . 4 a a Q ; TO TJI d016T0 $ f K '''F' ? $ t K $ $ $ $ t R 1w $ r r. a: $ a 1 1 � i V-w 0.; V. P 5,, pw . $ g ;6 trti ag ■ a a 9� a a a ; a RHRUCTIOP j®= O S3 W _ T • 11997!UBCj ri ®I JOB NO. 99025-21 Karpple r Architects, PS 14311 SE 16th ST. 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