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HomeMy WebLinkAboutPermit D2000-227 - KORMONDY RESIDENCE - NEW SINGLE FAMILY RESIDENCEERIC KORMONDY RESIDENCE 1461446AVS D2000 -227 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004000 -0600 Permit No: D2000 -227 Address: 14614 46 AV S Status: ISSUED Suite No: Issued: 10/11 /2000 Location: Expires: 04/09/2001 Category: NSFR Type: DEVPERM Zoning: Cont Type: Occupancy: DWELLING Ga./Elec.: UBC: 1997 Unit:.: 001 Fire Protection: SMOKE DETECTORS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: • Slopes: N Streams: Contractor License Nn: ERICKCI099JA OCCUPANT KORMONDY ERIC Phone: 14614 46 AV S, TUKWILA, WA 98168 OWNER WITTMAN ELMER F< JUNE 4130 47th S.W., SEATTLE WA 98116 CONTACT ERIC KORMONDY Phone: 206- 721 -1015 2608 2 AV #283, SEATTLE, WA 98121 CONTRACTOR ERIC KORMONDY CONSTRUCTION INC Phone: 206 -721 -1015 2608 2nd AV #283, SEATTLE, WA 98121 k k: k k k *•k * *k ***•k:k:k`k *k* * * *• *•k: *** k***• kk k*** k• k• k k** k• k• k• k: k* k:k k•k* k•k k k' k* *•k **kkk•k* *k * *••k•k** Permit Description CONSTRUCTION OF A NEW 1,789 SO FT SINGLE FAMILY RESIDENCE AND 484 SO FT ATTACHED GARAGE: PUBLIC 'WORKS ACTIVITIES INCLUDE: ACCESS ABD STORM DRAINAGE AND LAND ALTERING. kl oc *ac•k•k*A * **k *•k******** * ** : 1r * *ik* *•k *:k** *•*kk ***** **k *kkk* *kirk *•.Irk•k***k•k*: * * *kk**** **kkAA Construction Valuation $ 163,849.50 PUBLIC WORKS :'PERMITS: * NWater 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: 185 Fill: 185 Landscape Irrigation: N Moving' Oversized Load: N Start Time End Time Sanitary Side Sewer: N No Sewer Main Extension: N Private: N Public: N Storm _Drainage: Y Street Use N Water Main Extension: N Private: N Public: N **• i ** ** * *** * ***** ** * * *•k * *•k* * k***• k****** k***** k*** k**: * *:k* *•k * ** TOTAL DEVELOPMENT PERMIT FEES: 2,412.55 * ****** k* k k** * * *** * * * ** * *k*k **k *•kkkk ** kk k k kk• kk * *k **k* *kk*k *k *•k ' k ' kk•kk **k* Permit Center Authorized Signature: Date: / I. hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction - or the performance of work. I am authorized to sign for and obtain this development permit Signature: Print Name: eflatem Date: 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. Lt Co N � w O J_ w w zp z 1- VG 0 H` w w �. v: Z UN 0 Z _ a.AtiaGYl a t r ,Lt 1;144 i ! Y tit1 w?trikii 5v cy hf: ;He CITY OF TUI WILA Address: 14614 46 AV S ''� Permit No; 020°0-227 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 07/.11/2000 parcel #::O04000 -0600 Issued: 10/11/2000 kk•k•k *k•Sc k.* *•k•k• k• kkAAk• k• kkk*** k* k****•kilk****al•k **•k*•k•k*A*A •kk•k•k•kik*k•k•k•k* kk•k•kkkk *A Permit Conditions: 1. No. changes will be made to the plans unless approved by the Engineers and the Tukwila Building Division. • ,Engineered truss drawings and,.; calculations,, shall be on site and available to;. the' building for inspection purposes. Documei ts` shall bear the seal and signature of Washington State%'Professiopal Engineer, .= Any exposed i n•'su l at ions,,hacking " "material shall have,:: a. Flame Spread Rating of'2S4Or less, and material shall; bear> identi -- fication/showing the fire performance 'rating thereof. • All construction ;to .`be. done tin c onformance:. with;approve ,plans rand requiremen'ts of:, the`uniform Building Code.J1997 E'd i t i on): as ' amended, Uniform Mechani ca l Code (1 °Ed 7 i on),, and Washington State Energy ,'Code,-(1997 Edition) . :',Plu , permitsshaWbe obtained through the Seattle -Kin Courity Department of P u b l i c .flea 1 t h : : P l u m b i n g _ w i t 1 be' inspected by that agency, including all gas piping 1296.-4722) .'Notfy theu,City.,of TukwilaiBuildinq Division prior to pl,ac concrete.- This .,procedure is in addition to pan . regiu'irements. for ,special inspection All: wood to remain in placed,.concrete shall be treated wood Va'fl.di ty of .Per ^mi t ;The issuance' a Fermi t or approval, n pl is, specifications, arid computatio'ns shall not b'e con 7' str:ued: iio fa.e a,,permit for, or an :-appr._uv al of, any violation: of a n'jr of the provisions of the building eode!or of any othe ;ordinance ;; of the jurisdiction. No ,permit presuming givevau.tharity to violate or cancel the provisions of thi code shall be valid• Electrical permits shall be obtained' through the Washington State Division o f ; Labor and Industries and all electrical ' work wil't'- be inspected by'tha , ,agency 6639) There shal4l'�be no occupancy, of the building(s) until the final inspection been completed by the Tukwila °Bu * ilding Inspector. 11. All mechanical work shall be under separate permit issued by the City of Tukwi 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. 13 APPLIANCES, WHICH GENERATE A FLAME, SPARK OR GROWING IGNITION, SHALL, BE ELEVATED 18 INCHES ABOVE THE FLOOR, U.M.C. 303.1.3. 14. WATER HEATER SHALL BE ANCHORED TO RESIST EARTHQUAKE, U.P.C. 510.5, 15. Temporary erosion control measures shall be implemented as re 2 , J _ 0 rn mo CU ; CO u_ w0 2 g Q! � ziE 1-O z CU uj O co: 01 z w` LI O w z v N; O z the first order of business to prevent sedimentation off- site or into existing storm drainage facilities 16. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 17. Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. Driveways shall comply with City residential standards. Driveway 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. 19. The Land Altering Permit fee Is based upon an estimated 185 cy of cut and 11,35 cy : of..f -ill .' If the ;.f• final quantities differ from thiese, a,nounls, Applicant shall, calculate the final quantities and' contact the Ci.,ty for djustment to the ; permit f,ee. Hauling over: 50 cy, dull require application for a prior °'to any associated ,:activity.: ` Any septic tanks in the area shall be `pumped empty am removed "or filled sand. AA copy of documentation from the, business that performed ,the pumping shall be provided' to .the 'City Utilities Ins 22. FROMpCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND FR0r .0CTOBERJ 1 `THROUGH APRIL. 30, COVER OR MULCH OTHER DISTURBED,,,AREAS,; IF THEY` WILL BE UNWORKED MORE THAN 2 DAYS. INSPECT AND MAINTAIN' THIS STABILAZATION WEEKLY AND IMMEDIATELY BEFORE, - DURING ? AND, IMMEDIATELY. FOLLOWING ST,oRMS FROM OCTOBER 1 THROUGH 'APRIL ';30 , ,.STOCKPILE ENOUGH COVER is MEASURES ONSITE . TO COVER` ;ALL D I STURBED AREAS IF THERE IS AN EXTREME STORM EVENT1 INSPECT AND MAINTAIN ,THIS STABILIZATION' WEEKLY AND IMMEDI'ATELYBEFORE, 'DURING AND FOLLOWING STORMS. FROM 1 THROUGH SEPTEMBER 30, INSPECT 'AND . MAINTAIN TEMPORARY EROSION 'PREVENTION AND SEDIMENT' AT LEAST MONTHLY' ' ALL DISTURBED AREAS OF THE SITE SHALL.'BE PERMANENTL STABILIZED TO FINAL CONSTRUCTION APPROVAL. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO: :FINAL CONSTRUCTION APPROVAL. 23. INSTALL INFILTRATION FOR STORM DRAINAGE ACCORDING TO THE APPROVED PLANS AND THE ATTACHED SPECIFICATIONS FOR INFILTRATION TRENCHES AND DRYWELLS FROM THE KING COUNTY SURFACE WATER DESIGN MANUAL. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of tiiTs `permit does n'a`b, „,presume to give authority to violate or cancel the provisions of ariy' ".o,ther work or local laws regulating construction or the performance of work. L. ..or. orate fmatayzak iweiipla £;itgoir.aterx , $,Z,,+i:::He' ... ' 1 Description of work to be done: 2, 6.c Ga iQ sr,,e,e4 Ad-� d- j . 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: 2 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Site Address: / / XX 7 O Existing Square Footage for Structure: .... _ • sq. t. Covere • ' ec s •. . arage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck a Parcel Number: YOdD Og Proposed New Square Footage: / 789 sq. ft. Dwelling sq. ft. Covered Deck(s) y R sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck /NC. Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 2? �� Street Address: 26 og *For an Accessory dwelling, provide the following: 7 72i Lot area Floor area of principal dwelling Floor area of accessory dwelling City State /Zip: Seatvr wox " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: t OC " Value of Construction: /23; oat) Site Address: / / XX 7 O 116 r ti Au s 7D tate : a Parcel Number: YOdD Og Property t/G kb amo,u&. G D'- /NC. Phone: 206 72/- /6 /s'' Street Address: 26 og 2' wd et 2Bi City State /Zip: Seatvr wox Fax #: zb6 72 / / D2 a Contractor: /t fir/L/ Phone: Street Address: �� City State /Zip: Fax #: Architect: 44 tiw Phone: r f tf • kis -yr Street Address: , g 4/ - - /Y2" &irn / Db coo 42A - •4r44, City State /Zip: wz, fl b?L Fax #: _ f2s • PR? -,Csf< Engineer: .5' &/ E P. 6 Router Phone: r rs kgs - Piro 0 Street Address: $ City State /Zip: 4/a 4ti4. - me /b' z " s c,004.10. -Nk. `.--)- Fax #: y ZS - yB / - 6s9 s— Contact G G. k•a«i 0.47 Phone: 7 - /40✓S w 3/r) - /bBe Street Address: City State /Zip: 26°8 Z `'•O At& fee 283 Scga tart/ Fax #: 721 - /oag CITY OF TUICVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 STAFF USE ONLY Project Number: :,Permit ` Number: Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLIC REQUEST:FOR PUBLIC WORKSSITE/ CIVI PLAN REVIEW OF THE'FOLLOWIN (Additionah eviewsahall: tie determJned. bi the 'Public Works'Department) 61''.r;; ., x;' ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: 0 Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 2' Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. 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 arllcilgn expires: Appli Qn taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM Z , w rr 0 0 J = F- U LL W u Q = a I - w Z = I- 0 w ~ uj C� rn O F- w I I-- r6- u_ O Z = 0 z i<BUIEDINGLOWNER Lo ° • RIZEDAGENT Signature: Date: // w Print name: ‘Aii/C Phone: Fax #: Address: 2 6 L7 g 2 ,..„ 08j City /State /Zip: wiLd. ‘,..,4. 9 8./z( ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST ' SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED .�Y A REGISTERED ARCHITECT OR F ...)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 OMI SU ED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 'Four (4) sets of working drawings, which Include: 15 ( C:1 Site Plan (see example Form H -16 P 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 ir/ -9). , Foundation plan and details ❑ l��U Floor plan ❑ uj Roof plan ❑ Building elevations (all views) Ivo ❑ ,� / Building height ❑ Lid'' Buildin g 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. ❑ ❑ 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 licensed by the State of, Washington, 'a;notarizedletter from the property owner authorizing the agent to submit ,this permit application and obtain'the perrimit 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. SFPERMIT.DOC 2/13/97 z w CC JO 0 co 0 W I U) LL w 2 co = w t— z zI w 0 o ff w 11 0 tii O~ z * * • At 0. 14:4 the t. ' * * :h •h •tt , At :4 : * :4 •k :t •.1 A * it ittt k :1 << :'t * t * k •t •* A 4 s% * :l :t •L * 4—h: * 4itt • Ott CITY OF .TUKWII.A.:f A IRAhIS1] :1• ;it At * *k+isttlt A *Ai4Ak1,1,• }A•. * k:4h:44:t :4 *, *4:1h•4:1 •hdeFA:1:1•?• * •kh . *:4 TRANSMIT hlumber': P9800373 Amournt: 1.,533.65 10 /11100 09:47 Payment Met hod: '`CI1ECI No ta tion: ERIC 1(012'40Nl)Y Init« 131_11 Pt?,rmit. Non 1)2()0 - .17227 'type: DEVPERi1 I)EVEl,OPIil:IJf 'PERMIT Parcel N o : 004000-0600 Site Address: 14614 46 AV 5 Total FG'r:r «' 2 4L2..5 T h i s payment ,•_:.. i 533.6a Toter l ALL. Pmts: 2,412.55 Ilala ice« ,00 A *A *`l 4 *: F* **:1'.11*A*A *•4*e9tA*:. **$ it A• k4* j •kis1$ *IN T4:4A• * *s'c•43 * *•k * * *•O *51 A:4.4 *it—A Account: Cade De5cri pt i on Amount 0'00 /322..100`: BUT.1.o1:NG - RES 1,.352.15 0 :0'/3'45.8:30; Iy1..Aii GI1ECI;... 111II_ITY 20.00 _0;00/386.904 SIATE :BUILDING tiURCHARGE 4.50 000,/342.400 INBP FEE •- UTILITY ' 1`x.()0 412/342 400' l :NSP FEE. - STORM C•.FAI:N L5.00 000 '322.:100 LAND I LTEk1NG PE.11 •9I•f 1 EI.: 89.50 000 /345.030` I..;aNU AL I ERTNG -PL.AN CHECK 37.;;0 a 9C't. '1017 97.10 `'. TOTAL 1640.15 i ns S.i ; " . 1 5 4 l •h k * A k i4 A * .t 'k A } A A. A • . •k h 1; * A'7c� A , E F'35-1 k k A is sl 1 ft fe'e 6. : A I. * A k h , i 4 A ,Ir ! L t4 A k !to cl 07/ J../00 t2 g 45 TPN11814I • ah r "It ! , ; A kfr4 *:k*•• *':kti k•k;r•A*AA *A **kt:kA.*r*k*:k*Ar'tAhA A ,k fr .t.kkkir x•.*AAAf•A *kA fP(lil5ttrt i4 uniber; R9800316 Amount:: '078, 90 07/1.1./00 L2 44 ,P ym ►li, Met het L1 C1.1 EC11 14otat ion: i T.0 H 011 i41» l)Y CO :(n ► r T1.11 1' *rm i:a 140 „ I320.() 0 - ;? • ar rErI ' +lt► ('04000. 0E.,0 c' L 0 c a t i 0 0 t ci 7E1 ,f 90 Tc t I {(LL. Putts: .. P f c r �e11 i fliE .flt, 87E1.90 11 al a n c (.4 t 1, 356. 115 d3,kJc. A•itkzLt44, *4,ii1.0.A•AF •,444 *l.•A/ 4:] I*•h14.4.•SA4::•A?r]:•1,4,4k*1•A k!rA• * ** **r*i,fi•A•ki. (4c CadI:, 1) o 'cI- ipt i 0vi (a mau ►l I' (.100,#'341:i.830, 1)L.fiik t'FIEC:K. RED ,.. _..._._ .. 878 . 9(� c); 0 i :. ?7 ! T CITA I INSPE C TION RECOF copy Retain a co with permit R INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tultwita, W381-8 i l I oO O -- zZ71 PERMIT, NO. Project: Address `( Y Special instructions: 7 ,6 ype� Inspectin: ,r1 a Date Ird5 2,1 Date wanted: a.m. P.m. 01 R nester: (c C. Phone: 31 D'Io pproved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: � lG2tv,r • c fp 0%14 ct ok � 1 4, Date: L $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: •..i_,1 :.,....e ••.r •itei INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Project: Address: Rce- Special instructions: pproved per applicable codes. Type Inspection: Date caij)ed: 3 Za) 0 \ Date wanted: (-2 I o\ Requester: 1 -kMAAzAC,‘ Phone: 0-r $$ Corrections required prior to approval. COMMENTS: OF 00 I p 'Ar'° veof vA.suiCC t dvt ireeei vet Qc � y 1f C1Vtn 1 F;"1 l P r 3) C ■ 1 c v1 -fie re GI s r ` � 1 1 61- 1-■vUn 'v ve. 4- )In J _I 1 10c44-� roovA ( k L - -hJ Inspecto INSPECTION RECOIL Retain a copy with permit PERMIT NO. (206)431-367� 1 Date: ci $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: �•a(" . y�?,u 31.— tihSY r �..�i c �:A'�kc. s .... r:. r«._.,...$�''`:: X14' �'. 7. 1�'.£ Cas.:: 0' s. �. a` �''. �. 3: �.':: e3ms n7 Lwvsw:wa.y.C�cm6wrr+.iwshtsl... .�.,1 �.u,..2Ai.t;�� .�,c;Y•l,w...z , i .. XI. >.::wusil:tit44 ?Ja.W.��acc�.aramu::wsi A.IS ,.tn.Ab: ^i1,,,�A.e 1.n4 vi. j..�; •<�,La.> 1;..ia:. Project: p Eric ranc y �� K m Consfutli Type of Inspection: r w FI Final Address: 111611-1 / ` ,, Ave 1 btt� S . Date cal led: 3 _ 2 0 _ d ' Special instructions: Date wanted: a.m. 3 -21 - DI CD R equester: Er ic K oY111ondy Phone: 20b o g INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with permit D Va,, -27 PERMIT NO. (206)431 -3670 COMMENTS: zI - 3h413 ( -C-1/4.446 i7 Corrections required prior to approval. Inspector: Uhl Darg� � l� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ":.a. '" rat'+. �n... S, �y`. w: u.. P•„ �n>+.° p�ti'."" dL." w:''^ S'.' �NC' 4�.. ssr': 3i..as.._�tx^.'v�.''4° ^:°$dX�., dso.¢.. wtitai ,�.� »:daJ'�`•.:.,.,u.�,.'ic�: • ^: �t��:GitJ.S.�'d.0 ttii >�: .ht oi5�; ,itlz.,... r, c w• r...y. Pro a 3..•r Type of Inspection: Add es PI ty Date called: / 3oAd Special instructions:. Date wanted: a.m. // /rp..m. // �� Requeste ,SlZ(�• , /46.14 Phone: Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 -4-27 PERMIT NO. (206)431 -3670 Corrections required prior to. approval. COMMENTS: CAA ifL�= cs ss f - N E. •4..., 72) 4g4401 Inspector: 6u Date: — 40/8 $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: u it& r s» .`7 91x' .L txw ?A. a..t.dtcu. a.�wad•+: .+� a 12sJ�tnlld NW W LLp w o g • 1 t�. < co 3 W E° W W U i fA 0 ,o l w w; • O ; Inspector: Receipt No: Date: ', 22 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with permit PERMIT NO. Project: K ey/nail Address: Special instructions: /4] Typs of Inspection: , C'h-/Wa /Gi l tsYt•v I Date f al le /1 / % 07 Date ant d: Reqgester: Ly 1 C. V'a.m. p.m, Phone: X 3 /O .- /v 8 Y (206)431 -3670 Corrections required prior to approval. COMMENTS: 4111101 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Project: ii /a/ M Ty a of Inspection: /' Address: 1gl0 Ll(v`r` S0 ' Date call d: //4" /o1 Special instructions: Date w nted: (� � / a.m. p.m. Req ester / : Fri c /CcY'1L,slo . Phone: dD (0 b -IOU INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 CO ENTS: Approved per applicable codes. INSPECTION REC • ■ I t W kil Retain a copy with permit (206)431 -3670 Corrections required prior to approval. n $47.00EINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule:reihspection. Receipt No: Date: . ...,.... do sirl,. La ss !!'1�Y +i�1. 41 �.� •..ric2. ro,.x,..a..m'a`3�L.I.Ldrf..3t „ � ..P.. Fie W . co W W 0` g Ji Z � O co 3 CE 10 — I-1 IL- 1-i 0 ; W0 f O , Project: D � �h �.. Type of Inspection: 5 / � , 0-2 Address: 77 4, Date called Special instructions: • D ate wanted: i j i a.m. Requester: Phone: INSPECTION RECD Retain 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. fl Corrections required prior to approval. COMMENTS: tf Ji,4 /l z h41/ Inspector: C Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 411 Project: ii &{li( /ndii fl Type of Inspection Addr• s: / 1 Date called: 1- ID-01t' Special ins ructions: Date wanted: 1 --u' .m. Requester: / a 1c,.., Phone: tok - 60 /O$$ INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: r Date: off-► / _ _ 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: • .�.. A ... 1. .�w :�.. � �tc 1 iL „ 1YlY: iliL .»,• +A iii i .K1 i�drML .4slo3:3:A "itii:srt i 4aost CO to W! CO U. W 0; g J u . co 1- W moo Z W 1U 2 O co, O o ,W Wr 11. 5 z w N : IZ Project: ( Ovt y !'tc ktlr►M U Type of Inspection: .5//cc�'G)44./ i)a ltr- Address 141 �foy''Cc� Sr). cal Dat ed: 1 g, Special instructions: Da e w me a.m. p.m. f / Requester: 6 u ,, Phone: ,,,2,S?, '7 0 -2-2oii INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector. kage«+ '. 's lL .q PERMIT NO. (206)431 -3670 Corrections required prior to approval COMMENTS: Date: (` q` U I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: } ' #it 1 G+i: 17 x ; ;,A :K.1 La tvy nd, ?aCsFF Project, : k Or v10Y1c�c i T i g ofJssgectio : Kit n S1�1 ' ei r)i t it q Ad ress `I 1 ( DI U t16 /4ve S". D e called; aZ O -0 0 Spe ial instructions: cure Fin is k01 Wtp nC(,f !,{' 44.5i M aeN D to wanted: a.m. /2 - Z- /- 00 • Req.e II Pho ?Z CIO —270 INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECS) Retain a copy with permit boo- 2' PERMIT NO. (206)431 -3670 CO ` ENTS: D a t e/2-2"-co Approved per applicable codes. Corrections required prior to approval. Inspector: i, El $47. r REINSPECTION FEE REQUIRED. Prior tq inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � �a�A.. �,. ivt sv?!'' s�x�k��°. �S' �k' s» 1e?wr�vd 'IfOedY'JY?d� �4.4+ W ' U 0 N 0 W:- CO LL W } ` W Q; 0 ' H W' Z Of W W' 0 �0 Hi U Z I 0 . c C t�v't � I I �� 1 'PAM � � a. dddddd � 1 4Lo i 4 4U) r w 5 Date l le') - D ) S eci Instructions: f©Crl LQ.& Date wan rye * r - (1-.;,, p.m. quester: - Phone: �53 7Q4 El Approved per applicable codes. INSPECTION RECOIL' Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i zcw a PERMIT NO. (206)431 -3670 COMMENTS: resa hH 'D 3/ 4/9 )/4: 0 >Iv ‘ f - i ' 2- G tr 4 r7r∎ e 01-7 Inspector: Date:" J Corrections required prior to approval. ❑ $47.00 REINSPECTION ¥EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i.:au,,_.t.[:! ":.d...m. :k'J. O;i:.,.,7.+.,'Aas!}.+.t ..nu:•l�6is*_Jt. ,.. z X,? at: ;en ..,. t' aur` s�S.. tnnfvai;:.,J d„ VY,. ,r_.k.Y`�ar- rmr's�LL�.�.�..... ::.+.sr�s �J:..,�ti.,r i :4f W 0 LL co = O . H Z 1-0 LU gy V �1 0; w'Z 0 N Z Project: 1 -d --)- j /. S,etr. e -- )q..... I Ty a of Inspection: , J 0.,4 pAa'.+ s Address: ddress: / ' y,l Date called: GJ Special instructions: (cif) L1/4/e. 1 n S p ec.4 g, 0 i1 P) e , c( Q---T ", TAI A,. Date wanted: JJ - t . ?P) "Oc m. Re uester: L z 1 rr ,- InrncJ Phone: irt)- Ifo$'R' INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #10V Tukwila, WA 98188 ❑ Approved per applicable codes. azoo PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 4 &it 1 A e, ' 6 1r4-1 ti A 1:_ 'Inspector: 6L) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ub.:;.,:�f�ls::u.i k�{.�T . ,.:.s • °= e„, a.:: �. �: s+ at• �ru. w. ies::, i+:: is: �. weaai .:e,+a;ar�`�r�r.�,s..::�.So Pr ec : T e of Insp, I m ess: U ri 1 4t lJ • to ca d: c: cD S pecial instructions: tl ! . 0p ri rn. pow) . ,71 cow- aj' nvon Date want : a.m 1\ —114 T. - cl �/ Poe: .......79 (� 34 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Nh,1 (206)431 -3670 j c4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • & ��' "� Date: / `.- -�( 0 $47.6REINSPECTIO F E REQUIRED. Prior to in ection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to schedUe reinspection. Receipt No: Date: *,tiCt - fir..4S,.;wdGA...ab e:14,5 ?i' `.>RrdSgAsysa*EtLsV+a`+ t;"' Nur..ma . ..t .:41:;2M•:Li∎ai: 114e/“.i1.2a y r L:••j.• dZ t . �i.�"".'nclr: .fti1764tMV0.."'i. ay_ t.PS}�a'Vla4M +: ': tarvsj.Yi, ;tiv.7h.:�^9 }1a5jS'ti� O V N I i w0 } g J, Q 1.1J uj U Di- la uj I _ u. . z Pp ytinOrl T n tin q /LH; lb , 4 J ✓ S Date called: _00 Special instructions: -irk C. /6 Se— 10 hcxm as ,os.sike.c.. Date wanted: 11- 7-00 a.m. 1rac Phone: —7 q9 g /F( INSPECTION RECD 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. I'i COMMENTS: • Corrections required prior to approval. 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J.'aw.Lala k7,'.36.A:�e, D+,ffi'Ia.L`rs iixa41�� *'� 2.11alwn�SfiS.. #d �9aM S. z,<�..:_otr.Lith'^ 4.i:e;24 > : {c Project: Type of Inspection: i—T I Address: ' Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: E Approved per applicable codes. INSPECTION RECOO, Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 es ,Q) 2 - 9 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: R. a t' I I/ 7/60 STS cg of Inspector: Date: f3foJ $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: iewAtn+i.u:2.wu.+.�i ne W, U O to 0 ' tnW CO 11. W 0 ; CO 0 ' z l Ci va C I— LL! Lu U o ui r INSULATIOS CERTIFICATION (Thin card in to remain perrnanettilyiteited In a readily accegsible location) This is to certIfy that, in cmforriiance with the currentittettnal performance standards to the energy code, as amended, and approved plans, haie Opected the energy package and edit installed in accordance with thoieiandards in the building located at A'. hkc.uf1'rorty r eormerib, EXTERIOR WALLS: Type of Material Elbert/1M CEILINGS: MIES: Vflluatial Sq. IrLOORS: REMARKS: 9t/P d • King County Joh DESCRWTIONOP INSULATION / " Manufacturer Schalk ilticknesa (or trade name) Elkusku____ Manufacturer _JEW Ft. Covered (or trade naMe) 'IS■pe of Material Manufacturer its C.) • Thickncaa (or trade name) Wt./Bag j ( eTZlt. Covered R Value Type of Material Irildralm SLAP ON GRADE( Type of Material Washington Insulation, Inc. 16120 Woodinville Redmond Rd. N.E. Suite 15 Woodinville, WA 98012 (206) 487-3444 WASHIII134M3 Ociteral Contractor (Builder) mingo ••••••■••■••■■■•••••■ thickness Manufacturer 5slialitt_ (or trade name) ? Manufacture( . Thickness (or trade name) • • R. Value " R- Value , No. Raga (0 41 " Value R- Value ROOF/CEILING BATT INSULATION INSTALLED PER APPIJED PLAN TO R- ROQI10EILING BLOWN INSULATION INSTALLED PER IDYED PLAN TO B.- ROOF/CEILING RIGID INSULATION INSTALLED PER. APPROVED PLAN TO R- EXTERIOR WALL ASSEMBLY INSULATION INSTALLED PEIE'APPROVED PLAN TO R- CONCRETE WALLS INSULATED PER APPROVED PLAN TO- RECEIVED MAR 21 2001 BUILDING DEPARTMENT Jci I certify under penalty of perjury under the laws of the State of Washington that the foregoln ,... cor Met. Contractor's Registration Numbele'I'' tt • 05:0T T3OF-80—elOW Inensed Architect/Engineer 3y fl Date and Place ONLY ONE SIGNATURE IS REQUIRED FOR CERTIFICATION • .1kIlltqi z w r4 • 0 () COW W -J • 0 2 g 2 < u) 3 — i— Z 0 Z • 111 2 D 0, Ui c.) I m . LI- 5 ti 8.25 5.25 15.00 4.00 3.00 2.88 2.88 0 25.00 26.50 22.00 16.00 17.25 10.00 Lateral Analysis: 1997 UBC P: Max Ht = Compute Wind Load x -x, y -y: ay -y= b y-y = • c y -y = d y -y = 1 x -x = 2 x-x = 3 x -x = Check Seismic: v = 0.1964 w (all plywood shearwalls) ; WOA = Way -y =( Wby -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( ARCHITECTS NORTHWEST 20.0 ft w x 28.0 ft w x 11.5 ftwx 0.0 ft w x 11.0 ftwx 24.0 ft w x 13.0 ftwx 2641 sf /rf + 1011 sf /rf + 1342 sf /rf + 288 sf /rf + 0 sf /rf+ 713 sf /rf + 1216 sf /rf+ 712 sf /rf+ Sum SW ay -y =( Sum SW b y -y = ( Sum SW cy -y =( - Sum SW d y -y = ( Sum SW 1 x -x = Sum SW 2 x -x = ( 'Sum SW3x -x =( Compute V x -x max. and V y -y max. location V wind a y -y = 2985 lbs b y -y = 4560 lbs c y -y = 1520 lbs d y -y = O lbs 1 x -x = 1163 lbs 2 x -x = 4234 lbs 3 x -x = 1547 lbs Sum SW cap y -y = 41.26 If x Sum SW cap x -x = 116.75 If x 20.0' Ridge; :Use P = 15.0' :Use P= 11.0 ft h= 12.0 fth= 10.0 fth= 0.0 fth= 8.0 fth= 13.0 fth= 9.0 fth= 1964 sf/ wl + 836 sf/ wl + 928 sf/ wl + • 200 sf/ wi + 0 sf/ wl+ 588 sf/ wl + 964 sf/ wl + 412 sf/ wl + Verify Capacity of Designed Shearwalis: 220 sf x 336 sf x 115 sf x 0 sf x 88 sf x 312 sf x 117 sf x o sf/ fir )x 0 sf /fir)x 0 sf /flr)x 0 sf / fir )x 0 sf /flr)x 0 sf / fir )x 0 sf / fir )x 0 sf/flr)x Compute sum of Shear - Resisting Walls & Compute V x -x, V y -y 13.57 ave psf See sheet 8 for sail area page 1 of 10 Plan: '15R -B Lateral Analysis . Date: 6/23/00 13.22 ave psi See sheet 3 for wind pressure calculations. See sheet 4 for shearwalls 13.57 psf = 13.57 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.57 psf = 13.22 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 2985 lbs 4560 lbs 1520 lbs 0 lbs 1163 lbs 4234 lbs 1547 lbs 46050 lbs : 18470 lbs : 22700 lbs : 4880 lbs : 0 lbs : 13010 lbs : 21800 lbs : 11240 lbs TWL y -y = 9065 lbs TWL x -x = 6944 lbs V (strength loads) V a y -y = 3628 lbs. : V b y -y = V c y -y = V d y -y = V 1 x -x = V 2 x-x = V 3 x-x = 4458 lbs. : 958 lbs. : 0 lbs. : 2555 lbs. : 4282 lbs. : 2208 lbs. : 13.50 tl If shear wall 22.00 tI If shear wall 5.76 tI If shear wall 0.00 tI If shear wall 51.50 ti If shear wall 38.00 tl If shear wall 27.25 tl If shear wall V seismic /1.4 V max #s / length plf governing force SW# 2591 lbs 2985 #'s /I = 221 plf wind Use SW #: P1.4(304p1f) 3184 lbs 4560 #'s /I = 207 plf wind Use SW #: P1.4(304pif) 685 lbs 1520 #'511= 264 plf wind Use SW #: P1 -4(304p1f) 0 lbs 0 #'s /I = 0 plf wind Use SW #: not used 1825 lbs 1825 #'s /I = 35 plf seismic Use SW #: P1.6(198p1f) T1- 6(140plf) 3058 lbs 4234 Ns/I= 111 plf wind Use SW #: P1.6(198p1f) T1- 6(140p1f) 1577 lbs 1577 #'s/1= 58 plf seismic Use SW #: P1- 6(198plf) T1 -6 (14oplf) Redudancy Factor Check: Vmax for "p = 1" Vmax = (2)xVt / sqrt A A = 2273 sq ft Resulting Vmax = 379.40 Since 379p1f > full seismic of 269plf at a y -y, no added redundancy factor required. Max V seismic (for rho calc) 269 plf 203 plf 166 plf 0 plf 50 plf 113 plf 81 plf tl sw y -y 41.26 tI sw x -x 116.75 ,b4 plf + 0.00 If x 198 plf + 0.00 If x 189 plf = 11347 1.38 F.O.S. OK. 140 plf + 0.00 If x 198 plf + 0.00 If x 189 plf = 16345 2.36 F.O.S. OK. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 5046 F P. d - oULET STATE OF WA INGTON JUN 9 - 8 An WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Architects Northwest Horizontal Shear Check: General: Use P1 -6 sheathing at gable ends. Use detail #11. Roof diaphragm: a y -y: 2985# 136ft of top plate = 83p1f < 140plf. OK w/ standard details. Roof diaphragm: b y -y: 4560# / 140plf max = 33ft. Use detail #4 at top plate of interior SWs to truss designed to resist 3080# lateral load or. use 22ft of P1-6. Roof diaphragm: c y -y: 1520# / 22ft = 69p1f load. Use header continuous through SWs for transfer. Roof diaphragm: 2 x -x: 4234# / 140plf max = 30ft. Use 22ft of top plate plus 8ft of P1 -6 sheathed truss to deck above interior SW. (or truss designed to resist 1120# lateral load. Use detail #4 at interior SW top plate. Check Overturning for Uplift Force and Holdowns: Note: No roof dead load used to resist shearwall overturning, Section W (If) V pif H ft. a y -y = 8.25 221 pif x 8.083 ft. = 5.25 221 pif x 8.083 ft. = b y -y = 15.00 207 pif x 8.083 ft. = 4.00 207 plf x 8.083 ft. = 3.00 207 plf x 8.083 ft. = c y -y = 3.00 264 plf x 9.000 ft. = 3.00 264 pif x 9.000 ft. = Notice: These wall 1 x -x = 2 x -x = 3 x-x = 25.00 26.50 22.00 16.00 17.50 10.00 35 plf x 35 pif x 111 pif x 111 pif x 58 pif x 58 plf x 8.083 ft. = 8.083 ft. = 8.083 ft. = 8.083 ft. = 8.083 ft. = 8.083 ft. = 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date: 6/23100 Plan: 1715R -B Formula: Uplift = ((ht x plf x width) - (2/3 D.L x 1/2 width)) / width. it is considered equal to any uplift force. Mot/W DL Uplift 1787 lbs - 80 lbs = 1570 lbs. 1787 lbs - 80 lbs = 1649 lbs. 1675 lbs - 80 lbs = 1279 lbs. 1675 lbs - 80 lbs = 1570 lbs. 1675 lbs - 80 lbs = 1596 lbs. 2375 lbs - 90 lbs = 2286 lbs. 2375 lbs - 90 lbs = 2286 lbs. s meet 3.5 to 1.0 slenderness ratio. 286 lbs - 286 lbs - 901 lbs - 901 lbs - 468 lbs - 468 lbs - 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = 80 lbs = -374 lbs. -413 lbs. 320 lbs. 478 lbs. 6 lbs. 204 lbs. Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use: Use: page 2 of 10 HPAHD22 w/ (16) 16d nails, 1 1/2" edge di HPAHD22 w/ (16) 16d nails, 1 1/2" edge di HPAHD22 w/ (16) 16d nails, 1 1/2" edge di HPAHD22 w/ (16) 16d nails, 1 1/2" edge di HPAHD22 w/ (16) 16d nails, 1 1/2" edge di STHD10 w/ (28) 16d nails, 1 1/2" edge dist STHD10 w/ (28) 16d nails, 1 1/2' edge dist 5/8" AB w/in 12" of panel edge 5/8" AB w/in 12" of panel edge 5/8" AB w/in 12" of panel edge scheduled nailing 5/8" AB wfin 12" of panel edge 5/8" AB w/in 12" of panel edge Holdown Summary Use (10) HPAHD22 wl (16) 16d nails, 1 1/2" edge dist. Use (4) STHD10 w/ (28) 16d nails, 1 1/2" edge dist at 6" concrete curb or HPAHD22 wl (16) 16d nails at 8" concrete curb. Shearwalls, plate nailing and anchor bolts per schedule - as indicated. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITCZTS NORTHWEST Wind per Section 1615: Earthquake per Section 1626: JOB 1 [Jai-) "-. -fl t S r2.-9 CALCULATED SY DATE 4 Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Design Wind Pressure: P= CexCgxQsx1w Ce= Exposure Factor, Cq= Method Factor; Qs =Wind Stagnation pressure; lw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B © < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H SHEET NO 3 OF 1 D Base Shear: V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) , z O- Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q LU id' R = Rotation value from Table 16N ; W = Total Seismic Dead Load V ,O Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) O H w w LL - Di z` ii, 01 0 Z Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor. p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better; HF #3 © studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX -- 7/16" OSB w/ 8d c©D 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d © 6" oc at edges (177p1f allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. 18915 - 142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 Exposure B 80mph W00DINVILLE, WA 98072 FAX: (425) 487 -6585 SHEAR WALL SCHEDULE (see 1997 UBC tables 23- 11 -I -1, & 23- 11 -1 -2) T14 v = 140 plf 5/16" plywood panel siding, w / 6d galv. casing nails @ 6" o.c. Anchorage: 16 d nails @ 9" o.c. OR 5/8" AB @ 60" o.c. to conc. T1-4 v = 210 plf 5/16" plywood panel siding, w / 6d galv. casing nails @ 6" o.c. Anchorage: 16 d nails @ 8" o.c. OR 5/8" AB @ 48" o.c. to conc. T1-3 v = 275 plf 5/16" plywood panel siding, w / 6d galv. casing nails @ 6" o.c. Anchorage: 16 d nails @ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf. . 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1 -3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges if >350plf loac P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 318 "x5" lag screws @ 9 "o.c. ,or 5/8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. . Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. ARCHITECTS NORTHWEST updated 7/30198 CSI6 strap -36"i wl(18)10d nails CSI6 strap -46'l w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails d AVE. N.E. SUITE 100 JOB CALCULATED BY DATE STHDIORJ w/ (28) 16d sinkers, 1 1/2" edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 117' edge dist. STHD14 w/ (38) 16d sinkers, 1 1/7' edge dist. HPAHD22 w/ (12) 16d nails, 1 1/7' edge dist. HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB wfin 12" of panel edge HD10A w/718" SSTB28 A.B.w/ (4) 7/8" bolts HDBA w/ 7/8" SSTB28 A.B. w/ (3) 7 /8" bolts HD5A w/ SSTB20 AB w/ (2) 5/8" bolts HTT22 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) 8d nails fkAt 1 .,5fZ -Tb • 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4086# 450# G' e o # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#@6 "c. hem -fir table 2745# 2675# hem -fir table 4430# 4220#@6 "c. hem -fir table 4430# 4220# hem -fir table 1564#@6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 2607#@6 nails added for hem fir. 500# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table SHEET NO. 4 OF I c value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir W00DINVILLE WA 98072 X5) 487 -8585 t t i F. o w W 0 0 O N 0 I—, w uw ; L I ti i z . O .ARCHITE STS NORTHW EST L)$ 2i.' Pm. 1111 !1U1lI �t aAtia 'e+ p" PILAF lido!' C2) ^ ° 2' 5kT pM ;Apr Amps Aumwsziammimmi 5.,oC1121153 !1 M M Ilia — 17Ft iM1•11 1�- n AG l , yr•C 1O U.y II: A44t° TOW> MIN Simmplimig. 18915. 142nd AVE. N.E. / SUITE 100 PHONE (425) 425 -4900 JOS CALCULATED BY DATE 4/41- 1 it wp 4 � 2= t oo SHEET NO 5 o- / 0 Rai r— Fit.w: WOODINVILLE, WA 98072 FAX: (425) 487 -6525 U W W u_ WO J W I-0 0 -t W 0 � ; N 0 mbr LOFT I ItIV i7D 4 /V 411 diriinq OPT I 'Imiinammimunammilmi gmwmweee•weeeewm millomipmemppmmag .. ww • ..,1. alrEL„..._ --- iiiitipwawemplum ' . we m wow' mal ow • ii email! l imammummorim. issimmumprim nun " "will On . if -II :Limp dud 11111•111111 iiii ■•••5t: • (4).0144tott 4t0t• )1 1 lie pc.150., 2L I.. I A . • • 0 12 C. ARCHITIF"\ITS NORTHWEST it; 10 18915. 142n AVE N.E. / SUITE 100 PHONE: (425) 425-4900 Milrel•T JOS PLAO 11 IS R - CALULATED BY DATE MINNWIMPIM 123Io 0 (4) 5T4to to . (2.61(.1 12. W. 10 tc LAP/ Tfr.11 les•A I FLA- I 1 SHEF NO (, I 0 13. • 3, 1 opt VVOODINVILLE, WA 98072 FAX: (425) 427-65 asotte WPTARCHITECTS z slablon trade co14G / 6 MIL V* � 51.r�PE 7GO 'Tb R � I � I Llue - it- +IC.KPJ -4W .LAp SIN It1hi /I* MiAH rTA.UIJi NWFJ *Is 1h1 OM 111 air% crawl. space r,MIL V.6./ MAGI l . 5..1•11 r.w y �Y 0 — 0 r m AlPA4110 2Z 1 18915 - 142nd AVE. N.E. / SUITE 100 PHONE (425) 485 -4900 JJo CALCULATED BY 4 I as/ cO DATE 4. 4k_ FOP SHE= I NO 0= SIM • wrPT /WD vOdT«+•IT 0 CI) s l D 0 - /. I GGIL O O IdT a 4" C . 3T - Dr2.. 41PA4402.2. a EMJ Olds' a 8' WOODINVILLE, WA 98072 FAX: (425) 487.6585 V _A = N 0w I L11 1U Ln IU A c. cn< I I11 ED — U ‚Ti U) n 0 0 n. s• ierLocF z z-I.I n1 r1G - T a \ ll I i k i m . T r id,:,,,:;., 4., � � ' ��,. 1 A NIAMIN Y :11Wargilliiii INN! Ail 111Ith - imerrir IllpIIIIIIIL I 1111111111111111 11 Ilion pi! i Tia _ . L.,„__,,,, I'h4k /34.09c. r� PIK aa,r Ly I gh. .7 , n A IV►'�lr ,24.0194: U,SZ 1 - P JT' ••• abAp'AI»t,I (hB9 41150 Ix taru. /um.tt , puicm) oxb 1A6GN Fta'P - ''I. Nbn,r u /cl i4 +10 DIM (w /JTP) Y -7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. USE P= 1357/A • TYPICAL END CONDITIONS ,., fi t/ MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72 w/ (56) 16d 16d 16d 16d • nal nails nails nails Typical to Installation showing J Clear s -Floor Span Floor- Tie a 1850# 2845# 4415# 5150# d ° � .11 ih •MIN.'•, • , _ � pRNER NAILED PORTION }..., SE \ ONE IN 13 ,h N4 S H EA R CONE • • 4x POST ', \,I : I , .� N - p • /• LEWIN I � ' c aw s Typical STH014RJ Rim Joist Installation NAILED PORTION � •.� Kw •• INSMEARCONE a : 1La�c • n ` • HPAHD22 tyr . ' , • 4� Typical CS Installation \ as a Floor•to- Floor Tie \\� \ Preece end dista EO number h s in eac ach in e CS16 strap -361 w/(18)10d CS16 strap -46"I wl (28)10d / il s end end " ,1 nails EJ � LENGTH I 50 E .� : :� I EHD1f+ . L EHG nails Mini LE HG l'R / J t" 1353# 1650# �• Typical HD5A � Holdown Installation with � SSTB anchor bolt. Washers are not required at the base. HD10A w/7 /8' SSTB28 A.B.w/ HD8A w/ 7/8 "•SSTB28 A.B. HD5A w/ SSTB20 AB w/ (2) :_ : ` �� �� 0 ' (4) w/ (3) 5/8" ;? e -..' ,.. f% 7/8" bolts 7/8" bolts bolts \� */ ` MII GP - • Corner • p " ' 1-L v Typical with ;� ONE 14 SHE AR C IN SHEAR CONE ir MIN. I REBAR LENGTH � ' ••, f ;' , ; ; .� - v 11/2' • " STHD Installation 3 -2x studs • SINI PSON STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#@8 "c. 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# STHD14RJ w/ (38) 16d sinkers, 1 1 /2' edge dist. 4430# @8 "c. 4220#@6 "c. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# -e 11 Strong''' CONNECTORS NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. ARCHI'TLoTS NORTHWEST 18915-142nd AVE. N.E. / SUITE 100 PHONE: (425) 485 -4900 JOB 'YN - ,5 12 -9 CALCULATED BY DATE (.12310 SHEET NO. OF I ' t' W00DINVILLE, WA 98072 FAX: (425) 487 -6585 , Eod • 6" O.G. 8c1 6 O.C. SHEATH TRUSS PER PI-6 oa TOoss trestweP 'Fat LDA0 ARCHITE'TS NORTHINST SHEATH TRUSS PER PI-6 IF DO-'5LE joisT • C tvdts) PROVIDE INTERMITTENT FRAMINS AS REQUIRED DETAIL A DETAIL A SIM. LAT PETAL. 17 18915- 142nd AVE. N.E / SUITE 100 PHONE: (425) 485-4900 SHEAR KALI. PLAN NOT TO SCALE ---(5) lb.: JOIST I DIAPHRASM 2x BLOC ELOCKINS • SHEAR ViALL laf. 741 Oc-141 IC TdI AMa4, NOT TO SCALE J06 CALCULATED BY iMS (2.-13 l•o D F I O DATE (012.1)00 SHEET NO. M4114% 2x 5111D5 PER PLAN lb" O.C. TYPICAL (2) lbd • 12" O.C. MAX. c SPLICE 1 ROOF DI APHRASM lbd a 6" O.G. SHEAR 1 PER PLAN NOT TO SCALE 2x6 SOLID BLOCKINS • 46" 0.0. (5) 16c1 TO ELOCKINS EACH END TTP. NOT TO SCALE ROOF MAMINS 1.C1--SERS PER PLAN WOODINVILLE, WA 98072 FAX: (425) 487-6585 Eric Kormondy Construction, Inc. CORRECTI LT R# .-1- -� File # D2000 -227 To: L. Jill Mosqueda Approximate fill volume of garage, front lawn and exterior of foundation 185 yards. Material removed from cut 185 yards. No import or export. have been reviewed by the Pub These P laris Iment for with curt Works Din conformance w d t , of City stn t' �t ate: Acceptance is subject not au _ , . ;one which authorize vial Thn reel c i and t I �, . ,th the designer. Additions, ado,t�cl standards or ordinances rests tot ,, for t he ;,dequacy of the design or revi���ol "Is t0 these drawings after this date will mi void a1 of the t acceptance and will require approval. revised drawings for subsequent Fl . ne.1 acceptance tance is subject to field inspection by the Public Works utilities ins Date: G-2.6 _ oo 2608 Second Avenue #283, Seattle, Washington 98121 Business (206) 721 -1015 Mobile 310 -1088 Fax (206) 721 -1028 Email; erickormondy @worldnet.att.net RECEIVED CITY OF TUKWILA SEP 1 3 2000 PERMIT CENTER A N- i OO-?Z7 t 100 • ltheita►Anou 772140 bar Aglo Autf S. ^'co S/4. 6..✓1..lr G -R4+0. sihwaot. C. y �1 Si •Jr sbuct /0 COISrI"1. LD wfy{NA ( 6.4o C o .•sa•` z,ic' 7 fito b 77o 45-44t., so erisT/t. co•�rb�... • Atoka 6.N 611S1l�c cow i- gto.404 r2 6.4:7-%. -%. LC.' *'A.. Ruitnao 01 tea. o cekvre2 o I' SECTION C.2 FLOW CONTROL M. 9/1/98 site is located within an area of mandatory clearing limits and has been illegally cleared; a restoration plan may be required. 7. The native growth retention area shall be shown on all property maps and shall be clearly marked during clearing and construction on the lots. 8. The native growth retention area may be used for passive recreation and related facilities, including pedestrian and bicycle trails, nature viewing areas, fishing and camping areas, and other similar activities that do not require permanent structures, provided that cleared areas and areas of compacted soil associated with these areas and facilities do not exceed eight percent of the native growth retention area. 9. The native growth retention area may contain utilities and utility easements, including flow control BMPs. 10. Roof downspout dispersion and driveway dispersion must be provided as described in this appendix. A note conditioning future single family residential building permits on compliance with small site requirements shall be recorded with the short plat. 11. If allowed under other regulations, the native growth retention area restrictions may be removed to accommodate future development provided drainage review evaluates the requirements for stormwater facilities (flow control and water quality) according to regulations in effect at the time of future application. For facility design, "existing conditions" shall be defined as those site conditions that existed prior to the approval of the original Small Site Drainage Review. Public Benefit Rating System The Public Benefit Rating System (PBRS) provides tax credit for properties which preserve 4 acres or more of contiguous open space in rural areas. Additional credits are granted under the forested open space category, provided a Forest Management Plan is developed that shall maintain the open space in a fully forested condition. C.2.3 INFILTRATION TRENCHES AND DRYWELLS If soils are appropriate, either infiltration trenches or drywells must be used for flow control on new lots (proposed by short plats) or existing lots (for single family residences) smaller than 22,000 square feet. Infiltration trenches and drywells are sized to allow runoff to soak into the ground, and they perform adequately only in soils that allow water to infiltrate well.' Infiltration trenches are the better infiltration option where the depth to the maximum wet - season water table or hardpan is between 3 and 6 feet. Drywells are deeper and generally more compact than infiltration trenches. Drywells can be used in areas where the depth to the maximum wet - season water table is 6 feet or greater. Typical Uses: Roof downspouts, parking areas, driveways. Infiltration BMPs may not be placed on or above slopes greater than 20% without evaluation by a geotechnical engineer or qualified geologist and approval by DDES. Coarse sands /cobbles or medium sands are considered appropriate for infiltration trenches and drywells. While other soil types will also infiltrate runoff, infiltration in coarse to medium sands provides greater assurance that trenches will perform in the long term. (Infiltration may be used on larger lots with some finer soil types. Section 5.1.1 of the King County Surface Water Design Manual contains design specifications for infiltration systems in soils other than coarse or medium sands). A soils report is necessary to identify soil types and depth to impermeable layers or groundwater. The report is required for all lots less than 22,000 square feet and for any lot proposing to use infiltration for flow control. If the soils report indicates soils unsuitable for infiltration, other flow control BMPs must be used. 9 Many locations in King County have till soils where an impervious (hard pan) layer sits below 2 to 3 feet of well - draining soil. Runoff will infiltrate down to the hard pan. During the wetter months, water will perch above this impervious layer and saturate the ground. This type of soil is not considered an infiltrative soil. C -10 Small Site Drainage Requirements srr.! _ext mmPtx'rxOrmo C.2.3— INFILTR. .ON TRENCHES AND DRYWELLS C.2.3.1 SOIL REQUIREMENTS • A soils report must be prepared by an onsite sewage designer or by other suitably trained people working under the supervision of a professional engineer registered in the State of Washington to determine if soils suitable for infiltration are present on the site. See Section C.5.4, "Soils Report" (p. C -37), for details of soils report requirements. • To be used in infiltration systems on lots smaller than 22,000 square feet, soils must be either coarse sands or cobbles or medium sands. • Trenches and drywells are not allowed in fill materials except in engineered sand and gravel fill. See Section 5.4.1 of the Surface Water Design Manual for specifications for engineering and placement of fill materials. C.2.3.2 TRENCH REQUIREMENTS Figure C.2.B (p.0 -13) and Figure C.2.0 (p. C -14) illustrate the requirements for infiltration trench systems as outlined below: • The trench bottom must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. • There must be 20 feet of trench per 1,000 square feet of impervious surface for coarse sands or cobbles, and 30 feet of trench per 1,000 square feet of impervious surface for medium sands. • Trench lengths shall not exceed 100 feet from the inlet sump. • Filter fabric (geotextile) shall be placed on top of the drain rock and on trench sides prior to backfilling. • Spacing between trench centerlines shall be a minimum of 6 feet. • To prevent damage to overlying pavement, trenches located beneath pavement shall be constructed such that the trench pipe is connected to a small yard drain or catch basin with a grate cover so that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at an elevation at least one foot below that of any overlying pavement, and in a location which provides a safe path for the overflow. • Runoff from pollution generating surfaces (driveways and parking areas) shall pass through a yard drain or catch basin fitted with a down -turned elbow prior to entering the infiltration trench (see Figure C.2.B, p. C -13). The elbow is to trap spilled material in the catch basin sump so that the spilled material can be cleaned up more easily by the homeowner. • A minimum 5 -foot setback shall be maintained between any part of an infiltration trench and any structure or property line. Trenches may not be placed in sensitive area buffers. A 50 -foot setback is required between an infiltration trench and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). • Downspout infiltration trenches are not allowed on slopes greater than 25% (4:1). Infiltration trenches may not be placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, infiltration trenches must be located downgradient of the primary and reserve drainfield areas. DDES permit review staff can waive this requirement if site topography clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. Small Site Drainage Requirements C -11 9/1/98 s SECTION C.2 FLOW CONTROL 1Ps C.2.3.3 DRYWELL REQUIREMENTS Figure C.2.D on page C -15 illustrates the requirements for drywell infiltration systems as outlined below: • Drywell bottoms must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. • If using drywells, each drywell may serve up to 1000 square feet of impervious surface for either medium sands or coarse sands • Typically drywells are 48 inches in diameter (minimum) and have a depth of 5 feet (4 feet of gravel and 1 foot of suitable cover material). See the detail in Figure C.2.D (p. C -15). • Filter fabric (geotextile) shall be placed on top of the drain rock and on trench or drywell sides prior to backfilling. • Spacing between drywells shall be a minimum of 4 feet. • A minimum 5 -foot setback shall be maintained between any part of a drywell and any structure or property line. Drywells may not be placed in sensitive area buffers. A 50 -foot setback is required between a drywell and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). • Downspout infiltration trenches are not allowed on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, drywells must be located downgradient of the primary and reserve drainfield areas. This requirement can be waived by DDES permit review staff if site topography clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. 9/1/98 C -12 Small Site Drainage Requirements FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM .o a 0 ? // . -1i Small Site Drainage Requirements 4" rigid or 6" flexible perforated pipe infiltration trench PLAN VIEW NTS -- level -- _ coQo ° C: o Qoa washed rock - - 4 o o u1 a a Q e. Lo filter fabric PROFILE VIEW NTS SECTION A NTS C.2.3— INFILTR. ON TRENCHES AND DRYWELLS 4" rigid or 6" flexible perforated pipe overflow splash block fine mesh screen \-- CB sump w /solid lid C -13 sump w /solid lid roof drain roof .. drain compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" oil /water separator 9/1/98 ' SECTION C.2 FLOW CONTROL ?s FIGURE C.2.0 ALTERNATIVE DOWNSPOUT INFILTRATION SYSTEM 9/1/98 overflow grass r 6 "min ° ° °° 1 "_ 0 0 °p° p washed rock ! 00°0 a °00 :a " 18 min 0 p ° ° ° 00 ° p° p ° 0 L 2' min 4 X- SECTION NTS 15' min overflow grass 1 "_ /4" O O ° p ° po washed rock. n ° a 7 00 0° 7„ °° ° a 0 p 0 ° 0 00 op 0° filter strip 5' min 6" min ` !�t I .... 2' min I X- SECTION NTS C -14 driveway 1 from roof NOTE: Same length dimensions and site limitations as typical system NOTE: Same length dimensions 18" min and site limitations as typical system Small Site Drainage Requirements House House Roof Downspout FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM Roof Downspout flow r Roof Downspout Overflow Splash Block Small Site Drainage Requirements flow Fine Mesh Screen DRY WELL PLAN VIEW NTS / rte Catch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS Catch Basin (Yard Drain) C -15 Min. 4" dia. PVC Pipe C.2.3— INFII., RATION TRENCHES AND DRYWELLS /. ■ 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock Topsoil 1 tO(l) llt \tt\ �l�i t il�f�IJ P ° �� s° o CJs o � 6 1. Pc 7 3C - P2 -T. 48 Inch Diameter .Q Sides of Hole —4# Hole Filled with Lined with 1 Washed r l Filter Fabric Drain Rock 1 A aCiO�- P.Pdi" f : t-'i Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface . G11���1r�i�fl�IQ 1 1' min. 4' min. Min. 1' above Seasonal High Groundwater Table t 9/1/98 Permit Number Owner Name Project Address Contact Phone Number Test Hole No. 1 1. :3 6 sec 2. . 3 I VY Percolation Test Results Public Works Department City of Tukwila Timed Test Results Place additional test results on the back. actor or Owner's Signature CORRECTION LTR# 1 P /pubworks /forms /percolation test directions ..n 2 aoo - �7 ER /c kc ib 1 ow4y CO .se Zo6 - 3 /D - /ra61' Test Hole No. 2 1. tZ7 2. . 36 s&. 3. : 93 $ Date d#E S. I certify that I conducted or witnessed the Percolation Test Procedure as stated in the City of Tukwila "Percolation Test Procedure" handout and the timed results as stated above are correct. Page 3 RECEIVED CITY OF TUKWIIA A 3 x.000 4E 'PERMIT CENTER PzocOzZ1 tier , 4.4•D 50,4 Avot, /04 - ate 00 , •‘),eie 1�RAsIa��G 1 D 1 Z 0 RECEIVED CITY OF TUKWILA PERMIT CENTER y TACOMA, WA 98411 Il) ucs • 430250 BILL TO: KORMAt4DY,• ERIC 4F1? SEATTLE CO 981`21E• #283 O i-I N N tD 0 N n C 0 • E L 0 L W Q. CO O lt 0 0 Phone 1- 206 -728 1 onwERIK I K Contact P 8.00 WINDOW •{QTY: SHIP TO: 430250 BROWNE • . . 14614 - 46TH .AVENUE SOU TH TUKWILLA WA 98121 Fax #: 1 -206- 728 -9628 Del: 420 -H SEATTLE, TUKWILA .2 10TH PRX CASH /CK • ONLY: • DATE N ▪ 'CUSTOMER SIGNATURE _ • E CUSTOMER SIGNATURE • .u..u:bSii.1�.+f..::. X88,!!' n' w�l... l.. t.:-. SSi.... u4veti. a�' mwSt .v22`oi�eltiz6ihl�1�4WWdia�i'r ':L•:` ".l.' .. r d _:H n�ttr"3•' SHIP DATE 1/23/01, . CUSTOMER P.O. BROWNE HV CHO. ORDER DATE 1/10/01 • 'INSIDE SALES HOI LY AKALI '. . OUTSIDE SALES • SCHHIJF:M uN,• .MISSY • • ORDER # • . 684852',: . GLASS 6116R• VI HV STYL • • 1.49.85 DATE 1/23/01 TIME 8:50:43 PAGE • . I . _..�r_ .te r�:..r+•�nr_..�y._�' • �, , � � r. �S.�aGv:L':riu.'e#.ilG+✓3.,.•.� aS.l +' Yice�.Ji.�A'= ;::4ktY.' 2 r 59 • 10201 (flEV. 4.9 it July 28, 2000 Eric Harmondy 2608 Second Avenue, #283 Seattle, WA 98121 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -227 Harmondy Residence 14614 — 46th Avenue S Dear Mr. Harmondy: 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. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -227 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director dza- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D2000 -227 DATE: 7 -11 -2000 PROJECT NAME: ERIC HORMONDY RESIDENCE SITE ADDRESS: 146xx 46 AV S XX Original Plan Submittal Response, to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Butt Division AWL 1-20- Public ' W w- o_rk . s II L.,J Y►'l d 7 DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved WRROUII DOC srri Fire Pre ( ention Af 1 - 13 Structural Incomplete ri TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) n REVIEWER'S INITIALS: PI Division Permit Coordinator DUE DATE: 7-13 -2000 Not Applicable ri No further Review Required n DATE: DUE DATE 8 -10 -2000 Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: gait/ 1(M U ( Atac a c WATE: DUE DATE Approved with ConditionsU Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 - 227 DATE: 9 -13 -2000 PROJECT NAME: KORMONDY RESIDENCE SITE ADDRESS: 14614 46 AV S Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works 'ul k14 a - ct) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -14 -2000 Complete v Comments: Y'KNUIII[.00M PLA KE��RiSOUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Ti Approved with Conditions REVIEWER'S INITIALS: n Planning Division C Permit Coordinator n Not Applicable Ti No further Review Required DATE: DUE DATE 10 -12 -2000 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Ti Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: g ' CO w w Q; Z LU 0 H' w uj w W 1= H ! 2 Date: ! 6'/3 "t7 Contact Person: Eric Sheet Number(s): 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. O Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued Kbe f+C 44 oy Project Name: RESIDENCE Project Address: 14614 — 46 Avenue S K0 414 0 44 4 Received at the City of Tukwila Permit Center by: [✓� Entered in Sierra on /.- / 3-00 eiaN1/4, Plan Check/Permit Number: D2000-227 "Cloud" or highlight all areas of revision including date of revision bW( Phone Number: 20G-3/6-/49g Summary of Revision: f ICet mein Paz_ 7aT A _ G/T 7tilfweed). (tvv rziA4C• 6 4 -l( -co . 7VS.' 1.4>Ld-1 15 itt�.. C el)/66 .v1 Tx . r tlVC CITY OF TUKWILA SEP 13 2000 PERMIT CENTER 07/28/00 8910190671 LEGAL OCSCRZPTIONS Reform the adjustments Attar the adjustment: Return to: Planning Department City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 96168 BOUNDARY LINE ADJUSTMENT /LOT CONSOLIDATION CITY OF TUKWILA, WASHINGTON FILE NO. 12942Lef. See 015066 Filed for record at the request of: Nang ALOWtecord atAKIIVA Natae j %V 9R/ 4P 09: 10.'1* REGFEE RECD F REV >< CASHSL oubl 03 roc tor, i: p c Works C24 /BLA.LEflAL) Page / of Jr 0447i M 2.00 £0.00 26.00 • ***MOO 35 APPROVAL Department of Planning: Examined and appro ed this day of . 10M. ▪ oparttnen u inn ng Dept. of Public Works: Examined and approved this J day of • • • • ... t.0... Z000-2v7 Let A Lot a Lbt C 1J1 see t 1T4 be Sac I TIM ` Ili _ • co Oat Oat /troll r9 [seamy I te nei•d Pl�e ' 1 Jam lete l •rte _. 4 ill' Legal nmsuel ttOf l Lot h 1 O That portion of Lot ii Block 5, Adana ltomu '.recta, according to plat or Plats, papa 3t, in King County, Noahington, deaeribed no rollowd; i nm Z B at the nortluoat corner of amid Lot 1; thence along the wept line thereof : B Q5'i9"tr 412' to the bead paint of beei,lning; thonoe continuing 5 7. "W 67.7 I to a point r 170$'15 3Q'Sabe the aouthuoat earner of Caid Lot 1; thence enaterly, parenti with the south line °r laid .oL a diatatlee or 12G.h to Cha oast Line thereof 1 thongs along raid cash line V 1 17.69', mere or 1ege, to a. point which bears 9 B7 5101O "Z from the true point or Vegirrninfiil lhenc't U B7 gil'ho" W 126.45' to the [�fl ©LWi1 o1 . ,f it ' '';! 450 KING COUNTY AOM1NtI? ATION SV1LOiNG, SCATTLE. MASH. 9AiO4 Tit. !A11^79a LAND DEVELOPMENT�DIVtSth • Lek ^.... Omar Harm Addsolu City alp Shah,. • Marano* A. Plover 1 :1 - 46th Ave. S. 8:aet.t.le WA OB169 242. Let a Own a'" NANA A lagoon city lie rinse •• „ n u u n n n Ir Phone Lot C Owner's !WIC till° point eV beginninG • • • • • . , • •• V,, • . j . • T. Lek Oeuvre ei water Add Leg e That portion or Let 1, axpek 9, Adana (tome 'greets, according to plat recorded in Velase of trIa00, page 31, in King County, Washington, deeeribed as fo Degioning at the nortbw.OL Corner or said lot; thence S 1 05.19 "N, ologg the west iini s 05 r 19 E 97.7' kb the the u s o ut h we s trc'orner or ai beginning; d eentinuing 37 1 ?b t '; pOlp't N.1 more or less, to the *gnat line or =gig lot; thence N 1 ° 05'19 "E, along the teat Una of Said let to a point which bears S e7 - 9 1 040"E from the true point of boginningi thinoet' true point of 66p,iHiti na. ?A 09 ofate.'' 3 1 . +•� �� F -209 -5 'NEW LEGAL DESC xri'ION3 Leiroe (South Lot) That portion of Let 1, Block 3, Adams Home Tracts, saaording to plat recorded in Volume U. of Plats, page 31, in Ring County, Washington, described as follow°: Beginning III the northwest seater oP maid Let I; thence along the west line therser 8 1 OS'19 ".1 203.00 Net to the true point of boginning; tnanoe continuing, ¢ 1°os'x9ttw 7T,70 Poet to a point; H 1 30.00 feet free the southwest corner or maid Lot 1; thanes usaterly, parallel with the south Tine of maid lel, a distance of 126.4 feet to the east line thereof; thence along $ai4 teat 4na N 1 O'f'19 "E 17.69 feet, sore or lees, to a point which beers 3 67 54'4091 from the ttue point or beginning; thence W 87 "N 126.45 feet to the true point of beginning. (North Trot} Apr Ziat~t ports a et Lot 1, aloek 5, Adams Home ','rAota, aceardinp, to plat racorded in Volume 11 of Plata, pegs 31, in King County, WaIlliegt4', dogerii►ed as follower Beginning at the northwest corner of °aid Lot 1; thecae $ 1 05'19 "W along the west line thereof, 142.60 feet &o the true point of bariinnine; therms continuing S 1 O5'29 "W to a point N i o3'19 "E 107.70 feet from the southwest corner of Oi1id lot; thena i 67'3 ° E 126.h feet, more or less, to the esot line of said Lot; thonaa M 1 along the east line of said lob, Gi feet, more or Legal a point which bears S 87 54'40 "E from the true paint of boginning; thonoe 14 87 126.4 fast, sera er lest, to the true point of boginning. Kane 3Urveyores.coreiFtcet•ea----•-- Thle share lilac correctly represents a survey made by Ise or under my direction In conformance with the ra4ui.rcnwnts of appropriate seats And county statue° and ordinance. Pato carriC. /cacc NO( sh o re Nat No: _��� Scaly: Nebo" c FiTe - th •au.. ,� r D1lu�e�etir 'ape of I l! Lod Line Adjustment *G A . = ' • MONTH a Disapproved becausos . NOTE .4 - • 0.-?/ t i 4 ti k fi .G la 7" U r _ :rer 2/.07 ..wa sn Hi e- Wcir South tine of Lot 1 • Do Not Wr tC _ Below 'Chis Li 0 Approval is hgeeby granted subject to; •r; • North line of Loth. 4'. .• :• ;4'•''J /C. ;••-r 4 07 ,A I • • � —•-- Plsiho bat • • Approval of this adjustment door not assure the property owner that the subject pfeti>:tY itself he aauisfied the state and county sub- division roquit'emohts mcw 58.17 and Nine County - Title 9). Please be advised that building pormits will not bs issuod to lets which havc not complies with the requirements of '.i.d statute and dodo; fifee • •..fi•v PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): /'/ X yaifhAy_rd.,7ZKw /r..- 4,u/rA Tx; ooi/xp -0 o0 Owner Information: Agent/Contact Person:48V .Pic .16. Name: #64 / C A'OR /vie t /b c aM,15 Name: k -l &J/ // b4N Address: '/ / 3C) — 4 W. , S 'c4t777E Address: 26 2 ` ° 2d3, SL4TTE Phone: .206, titG -35/5 Phone:.X 9q9 3 I 706.7.2 / -/o i5 This certificate is for the purposes of: / c 9 -c9'4( _351S Z.I Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 3 �4 i/ C / e v,vxec'�v,v ) Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): /.2,S' Owner /Agent Signature: Date: CITY Of : UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-ha Certificate of Water Availability PROJECT #: p2OCC> (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within (City/County) The improvements required to upgrade the water system to brine it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of Z qpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k c C.C.! #-n4_,'(..- 0 is-7- Z_ r' 4...„ Agency /Phone ZO 7-4 2--9S 44 s - - . / — or) Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date Part A: (To Be Completed by Applicant) I , Purpose of Certificate: X. Building Permit ❑ Preliminary Plat or P'JD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: • ` Residential Single Family ❑ Residential Multi••Family ❑ Commercial ❑ Other Applicants Name: • jq /e ee /y►o,VV y 6t/�"3f . Phone: ;?4c , 9V7- 3 / 72 / — io /5 Property Address or Approximate Location: l ' ` l ( K K --q ,4 t/ ..576. (AA OF /ii ,ez Y14.5'.) / 11501 i64 Legal Description(Attach Map and Legal Description if necessary): • Po t rimI of- Aof /, &41erG .- 4114/ ,4/o/%tz /;4673, 4 ec T 77/4 P44 ,t 4'c'a,o2) Fd Ve4, i/, P4$e 3 /, efr f /,# . SEE' 47R eieh sic iE .9L 1 Pd r, i ?) TV 27 4 c ay z1Z - 0460 Part B: (To Be Completed by Sewer Agency) 1 . . a. Sewer Service will be provided by side sewer connection only to an existing 6 /I size sewer () feet from the site and :hr.: sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an :mprovem::nt to the sewer system of: ❑ (1) feet of sewer trunk or .ateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a•sewer comprehensive plan amendment. 3 . f El a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: c GFC: $ ,$ S LFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required ❑ May be Required c. Other: ;" 14UQKIAK7 M /40 A SEWE13 DIST ' es. TOT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY By Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer ager.ry information is true. This certification shall be valid for one year fry the date of signature. • A5J Oil Title a I f i�r� e � 14816 Military Road Soub`r P.O. Brix 68063 Tukwila, WA 98168 (206) 242 -3236 /Y/00 Date F625•052.Ot0 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW..AS CONST CONT GENERAL Alb IL ERIC ..KORMONDY. CONSTRUCTION. INC 2608 "'2ND AVE 283 SEATTLE WA' Detach And Display Cettiticate I SMO12 wnwIX'dw m m m m m m m El N b .TJ 71, rix7a-r7 -7 I > "^ dd020V?Jl S 'HO S1S114 HUHIO PROPOSED INSULATION VAULTED CEILINGS L.I FLAT CEILINGS /ATTICS EXTERIOR WALLS INTERIOR HOUSE /GARAGE WALLS FLOORS OVER UNHEATED SPACES SLAB PERIMETER 5 031V3HNlI NI 51750 HONI S HONI is lU1 59" %SI -bS' g0 . 15'1 HONI L HONI 9 HONI 9 MAXIMUM LENGTH FEET SAildIN9USNd 9 'HD 2ON VJSIS321 :12117313 OPTION NUMBER MAX. GLAZING PERCENTAGE ALLOWE I I PROPOSED PERCENTAGE GLAZING MAX. VERTICAL U -VALUE ALLOWED PROPOSED VERTICAL U -VALUE MAX. OVERHEAD U-VALUE ALLOWED PROPOSED OVERHEAD U -VALUE MAX. DOOR U -VALUE ALLOWED PROPOSED DOOR U- VALUE I SMO12 wnwIX'dw m m m m m m m m m 133 H19N31 wnwIX'V1W 001 OL NO LIMIT 20' 100' NO LIMIT 50' 10 LIMIT NO LIMIT - NO LIMIT MINIMUM SMOOTH DIAMETER HONI S HONI is HONI 5 HONI b HONI 9 HONI S HDNI 9 HONI L HONI 9 HONI 9 MAXIMUM LENGTH FEET I ON ,SZ Tn NO LIMIT WA 15' Q I(1 ,GI At- 2i313wVIQ X3 WnWIN1W 59N1 5 I I 5951 H - S ,H'.9NI b HDNI 9 HOW L H951 9 H9N1 9 e HONI S 5914!9 FAN TESTED CFM S 0.25 1 g 2 m 05 09 05 m 9 91 SZI SZI W! NOIONIH ir J. 0 lw '4 12! gg Eh VW ! °2 1 =WLL < O U . 3 < ctI tip YI LL W WLLW O � p1 � LLfj <V� !4WD (a Z =lp(W a h hE < <Vr-a< \10 Ul a 'OM ...LION S1.3311HO8V JO 1.1i13d0,Id 3H1 • NIVW321 IIVHS 0NV • 3aV 301.13S JO VSINNaLSNI SV 133HS SI. 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OJJhOLJ LL n' LL O Ql �� p( _ pletlappeE03. x ��v� �3 30S N01 SN00 'ONI `NOIlOf 1}ILSNOO ACINOIVVEION 3k9 ft< 1a 1 Ti a W� c� Ti !(- X g O I m r- pi � �F IT b F1 � ' p ry Ng = I n g il 11 2 ;0 o 4 /$ < I " = ij 4 4 111! °;. ! f 1/ 2, 1 1! h %_ = W W �� •�� Q tl1� 4 � � Z � �4 � ��n0 � � �fp t� F qi E w a 17 g i ;n9 1 z $ Da el Zo €� � ray !!; p ° ° ; 11 QII! h 2 a z ,00 hpp ( { - _ y p gp W l)F p�W wJ F LL J s _ � It wrl Z 0 _� gYg ®!- J4 _ ! 0 Id 05 Y � t Jn � Jriaiv FRAMING 4 FOUNDATION FRAMING 4 FOUNDATION FRAMING 4 FOUNDATION :e' - 2x STUDS PER PLAN SU G OR L DIMENSION DIMENSION IL FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER T LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER .SHEATHING PER PLAN 1 -, + I��. + �� 2X STUDS PER PLAN FINISH PER ELEVATION OVER Y LB. BUILDING PAPER OR AIR INFIL TRATION BARRIER OVER SHEATHING PER PLAN I ,f/♦ +� � + �� ■ �, + I : + �� STUDS PER PLAN DIMENSION �' FINISH PER ELEVATION OVER Y LB. 13U1L DING PAPER OR AIR INFILTRATION BARRIER OVER S}gAT}iING PER PLAN 2x P. T. SILL R. W/ ANCHOR BOLTS 4 2"x2 ° X3/16" WASHERS MAX 4 41/2 MIN FROM ENDS V`' I�� �� I :� ' + Imo`{ a 2X FINISH PER ELEVATION OVER 7 LB. BUILDING PAPER OR AIR INFILTRATON BAR OPLAN�� IIIIIII� ",�,,,", 11 FLR. JSTS. PER PLA BATT INSULATION PER PLAN BATT INSULATION PE^ PLAN 3/4" T.4 G. PLYWOOD 13 BATT INSULATION PE PLAN BATT INSULATION PER PLAN FINISH PER ELEVATION OVER Y LB. BUILDING PAPER OR v. •�I �� 2X STUDS PER PLAN 3/4" T.46- PLYWOOD SUBFLOOR GLUED 4 NAILED A IN FILTRATION BARRIER OVER SHEATHING PER PLAN I MAX OR I�+ .� ,� �� I' �. I � BATT INSULATION P62 FLAN PRESSURE TREAD RIM JOIST SUBF LOOR GLUED 4 NAILED STUDS PER PLAN i 26 STUDS BATT INSULATION PER PLAN 4 MIN ® DOOR I. + I SUFLOOR GLUED 4 NA ENDS 4 Y'� MIN. 2 x2"x3 /I6" W MEMBRANE IER (ELSEWHERE- USE 5/8" DIA. x BOLTS ®48" O WASHER) / I' raWI I ,,,,,� G 'I I IIIIIIIIIII � i I ", ��' I FLR. JSTS PER PLAN 6" MIN. 6" MIN. WATER PROOF 4 GONG. SLAB GLUED 4 NAILED ►�� FLR. JSTS. PER \ 1' MAX OR 4' MIN ®DOOR WOOD TRIM OPTIONAL 6" MIN. // I�' i�I,'�IIIIIIII'IIIII� _ _ _ _ _ _ _ _ _ _ _ L /IIIIIIII FLR J5T5- PER PLAN 4' GONG. SLAB -1 * '�. \ �,III.1�,I,II1I, 1111,/`' z E O CONTINUOUS (( 1 1 - •. 2x P. T. SILL P :HO- BOLTS < 2 "x2 ") SH PER SHEAR WAI 1 . N #4 BAR I► d ►._ P I ty . -` -.. ) 2x P. T. SILL PL" W/ ANGHO' BOLTS 4 2 °x2 ° X3 /I6 _- _ • .. "...' _ \ (�I' �- .17� - - • . ;. I I ° I . - 1 . Ii '.- I a : " 1 - : I .� 14 12" MAX. 4 4 I/2" M ENDS. 4 Y" EMBEDMENT. HERE USE 5/8' DIA. X W/ z 2 "x2'x3/I6" WA: 48" 0.G} f CONTINUOUS 1 1 N :: PER SHEAR WALL SG HIED. 12° MAX. 4 4 I /2" MIN. FROM ENDS. 4 Y" EMBEDMENT. (ELSEWHERE z - 2°x25x3/161A. XIS ERSS 4H O.G.) . -• - .,° - - . ' -- - Tot BAR - 1 1 _ 1 - I I I - 1 I 1 Lt X 1 •` Q TIGHTLINE I -111- III -II I =I1 I , III q U . "' STUB OUT #4 BAR X 24 - .. R •+� - : ' --- - -- _ � - - I 2 P. T - SILL PL. W/ - • - BOLTS 4 2 ° x2 ° X3/16 ' _�- PER SHEAR WALL SGF ®. 12 STUB OUT #4 BAR X 24° -I L 'II �Ib �II — = I - -- (I) # 4 $AR GONTiN10U' III -I * \ FLR. JS PER PL Z HANGERS 'LAN 6 MIL. E V.B. C I - , - _ : � ®18° O.G _ - II( �, .; _ - 1 1 � �, • it , ` #4 BAR VERTICAL HORIZONTAL • I f STORM DRAIN I I i I • ,�� IF REQUIRED - #4 BAR VERTIG, _ _ ._ O 4 HORIZONT AL ®10' O.G. MIL. BLACK V. B. TIGHTLINIE STO DRAIN I f I • - I I • I #4 BAR VERTICAL ®18" OG_ W (I) #4 BAR GONTiN00051 I 1I 4 MAJC E 4 4 I/2 T - USE 5/8 DIA. X 10 A. B. N E ° ° Y4/ 2°x2 °x3 /16' WASHERS ® 48` OL} -. MIL. _ V.B. -I O '1---5 ttT I I 11 I IL �--6 1p l _ IF EQUIRED 11-11 4 HO RIZONTAL ®10" O.G. #4 BAR VERTICAL ®18" O G-I -- 4 HORIZONTAL ®10" O.G. II L I - ' #q. BRR VERTICAL ® IS' OL -III 4 HORIZONTAL ®10" O.G. TIGHTLINE • I I f STORM DRAIN IF REQUIRED I - � . I 6 MIL. BLACK V. B. p . - O I ro I I .III it • 6 MIL. BLACK • -II' °- . ., II • - 11 I - 111 = ' lI ' I I I 11- (2) #4 BAR CONTINUOUS • , fl i ; " . H, �,•* - 111 - I 11 1 11 -11 (2) #4 BAR CONTINUOUS • = 1• •, , I I- I I= .' - ' , ' - • (2) #4 BAR CONTINUOUS . • 11 II -. - ll a - a: I 1 -I I I 1 \ I III - I I= I II � (2) #4 BAR CONTINUOUS • 4" DIA. PERE. FOUNDATION DRAIN _ ' ,11 4 LI - - III 1 I- v - . (2) #4 BAR • 4" DIA. PERF. FOUNDATION DRAIN �1 L3"L 6" L3 L 4" DIA FERF. jr 4"* 8• j 4"k 4" DIA PERE. 8" L 4' L • 4' DIA. PBRF- 14 "y 8' J� 4• �f Q 4 - SCALE : I" - I' -0" - *4 FOUNDATION DRAIN 'I 'I 'I �T SCALE : I" = I' -O" FOUNDATION DRAIN 1 �1 �1 ' SCALE : I' = 1' -0' FOUNDATION DRAIN 'I 'I 'I SCALE : I" = 1'-O" • = c g^ 4"" - I 6" FOUNDATION WALL ) 6 FOUNDATION _ _ _ 2X STUDS PER f - WALL h5) FOUNDATION WALL FLR BATT 3/4 GLUED W/ SLAB JSTS. PER PLAN INSULATION Q RAISED FOUNDATION FLR. JSTS. T.46. WALL W/ SLAB PER PLAN ;5 2x6 PONY WALL y SEE FOR DIM. 1.,. FRAMING 4 FOUNDATION . FRAMING 4 FOUNDATION 'I ^ 2X TG DIMENSION FINISH AIR INFILTRATION OVER Z - FLASHING WOOD OPTIONAL 6" MIN. * D I MENSION INSTALL 5 /6" TYPE 'X HEADER 1 8 d NAILS -9. -- ••• Q CO F `D N� PER ELEVATION OVER BARRIER IIL� 2x STUDS PER PLAN - PER LAN - �+ I �+ �� - 2x P.T. SILL PLATE w /ANCHOR BOLTS PER SHEAR WALL SCHEDULE, I2" MAX. FROM ENDS 4 Y MIN. EMBEDMENT, USE 2 "x2 "x3 /16" WASHER (ELSEWHERE USE 5 /8" DIA. x 10" ANCHOR BOLTS ®48" OCw/ 2'x2'x3i16 ..' WASHER) BATT 3/4 GLUED _ O.G. A HEADE SHEATHING PER PLAN r 1 BATT INSULATION LAN -- i 3/4" T.46. PLYWC SUBFLOOR GLUEI LED �� �' �� ` i•-_,-.1 G.W.B. �( PER FLAN T.46. PLYWOOD 5UBFLOOR 4 NAILED INSULATION PER PLAN PLYWOOD SUBFLOOR 4 NAILED NAIL SHEATHING TO HEADER 03" O.G. E.W. - 3PA RA TED SHEATHING ° MIN 24/0 EXP I 1-t-- i i s = (2) 2X STUDS, NAIL SHEATHING /8 END H OKE WIDE PANELS I/2" CLEAR FROM FACE OF GONG. MIN. I1 I I • I I I I 5'ND 4 o.G. (.' 0 ANY 10 ANY SHEATHING TO I PLATE AIL Rat " DIA. X 10" BOLTS - 1 / _W1iA!fluI _ - - ��I�I�IiI�II ,I�II,I�II,V�II,V�I�I�j ��I��l�II 1u SOLID BLOCKING i _ _ _ _ _ _- _ -_ _ - - - -_ _ _ ��I�I�I <I�Y�I�VjI�I�� SOLID BLOCKING _ - _ - it 1 ��I���I�II /IItI�II,I�I�I�I�I�IiI�! TRIM II - •� 4" GONG. SLAB OVER V /// / // �. ,"IIII„" FLR. JSTS. PER PLAN I I IIII IIII IIII 111f 11II 1111 - _� - - - fi 1 r I I 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL 4' CONC. SLAB - OVER MIL. BLACK V.B. OVER GRANULAR FILL z BEAM FER FLAN Z f ° , BEAM PER PLAN 13 4" DIA FOUNDATION \ V (I) $ : CONTINUOUS ° _ -- 2x P. T. SILL PL. IN/ ANCHOR BOLTS 4 2"x2 °X3 /16" WASHERS MAX. SHEAR WALL SCHED. 12" ^ 'EN.IBF EMBEDMENT. (ELSEWHERE - USE 5/8' DIA. X 10" A. B. NV _ 2 "x2'x3 WASHERS ®48" O.G) m #4 BAR VERTICAL ®18" OG 4 HORIZONTAL ® 10" O.G. 6 MIL- BLACK V. B. V I. 'I It {L II f1 - ' 4j pp - Yr .,�. 11 • - , _._ 2 X 4 CLEAT EACH SIDE 2 X 4 CLEAT EACH SIDE P F 75T PER 1 =1 -III 11= 1 TIGHTLINE 1 I . - x- ., •. .•- = I - 111 - III I I ° " ' _ - _ - f z X - ry BOTTOM OF BEAM (2) 51M PSON A24 FRAMING EEAC O HO z - W BOTTOM OF BEAM - i i Ij- f I •` ,"^ ' s '' A t`' • ' - - `' ,'' °�'�•`.. ,.' "` ` ^'•:z� -- I f l l i l 1 1 -i l l" I f i' III - I I - I 1 -1 I I -I 11 - 1 I P P PER PLAN r T. POST 6 MIL. BLACK V. B. (2) SIMPSON A24 .- 0 EACH' POST r T PLAN 6 MIL. BLACK V. B. - I" II ..L -, "IC. _ Ii A -L _ I I R I I - 1 I 1 I la- 111 III —III =11 I -1 1- STORM DRAIN I IF REQUIRED TI I I 1= 1 11-HI i_ _ 111 -I I1- _ 11 I - 1 - 111 III 111 - ' '' 2 7'6 m I III - 1 1 III -11 _ III III 1 I 1=111=111T � Z i I I III - I I I=1 I f� I M I Ia I _ I Il 1 M I �I II 111 11= I b I FI .. • - • • .. - _ 11 = 1 111 11 -11 III - III -11I- 11 - I ,II 1 ♦ • • '. ti .. ' #4 b" O.G. BAR VERTICAL ®1 4 HORIZONTAL ®IO" O.G. (2) #4 BAR CONTINUOUS \ _ IT - ff1 -1 -1I I.111==-111 1 I I I 1=1 II = 1 1 , - = " III =1 I I -1 I # 2) 4 BAR CONTINUOUS d 1 11 =-1 I I d 1 11_ I 1 1 I I f I I 1I I i� I I ' • I I L ... ♦ L PER PLAN L - L I'-4" 2) #4 BAR CONTINUOUS k SCALE : I" = 1' -0 j '.. � T �f SCALE : I' = I'-O° �I 'T PERF. 6 �' 4 8 4° L T 7'0 SCALE HORIZ. SEE PLAN FOR SIZE VERT. #4 ® 10 O.G. NO DRAIN SCALE : I" = 1' -O" j. j� �' 'I 'I �T SCALE : I" = I'_O" GARAGE FOUNDATION WALL HOUSE /GARAGE FOUNDATION WALL ` s) ISOLATED FOOTING RAIL SIDE SIDE Via) CONTINUOUS FOOTING ROOFING MATERIAL PER OVER BUILDING 4 SHEATHING PER PLAN FRAMING PER PLAN INSULATION BAFFLE TO `O) LATERAL RESTRAINT PANEL ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER AND SHEATHING PER I LAN FRAMING NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF " CLEAR SUCH THAT A SPHERE OF 4" DIA. 4 SHALL w f I I/4" GONT. ► s 2X6 P.T. TOP BATT INSULATION ELEVATION PAPER ROOF DIA. MIN. NOT PASS THROUGH ANY OPENING kANDRAIL CRICKET il. j" I 1 X4 P.T. EACH 2X2 P.T. PICKETS ®5 3 /8 °O.C- PS2 PLAN BALUSTERS TO CONFORM TO UBG BEG. 1003.3.3 4504 P CURB 2 X 6 BUILT -U ROOF SKYLIGHT SIZE PLAN IN/ CEILING JOISTS PER PLAN - MEMBERS ` � MEMBERS PER PLC INSULATION BAFFLE ". "_ 4" AS AS i-tIN. CURB FLAS RECOMMENDED BY MANUFACTURER +12' -0' A 1X4 P.T. EACH 1 /�� 4X4 P.T. POST 3 ' EXTEND 12" ABOVE INSULATION WITH I I/2" CLEAR AIRSPACE ' ''t��,�''�''�TED 2 „ WITH I -I/2" CL .R. AIRSPAC BLKG ii c \te �� ; 1�` �t t'," PER PLAN / �� . + • ' r: . . � 1 �' gg ' 1��'� (3) Sd NAILS ® re �' � �` " � �� r + +i I I %3 OVERHANG � THRU JOIST 4 POST P.T. DECK J PER PLAN �\ ' P.T. BEAM , PER PLAN � I I { ;�� ( ad NA ® EACH TRUSS SIMPSON H -I TIE . `��+ PER PLAN "y h• (2) 2X4 (3)5/5 "x LA G, SCREWS t � 1 THROUGH P.T. LEDGER I 8d NAILS ® 1) � ' _ = BELOW STAIR INSTALL 5/8" TYPE 'X' G.W.B. (2) LAYERS � � ®CEILING, (U LAYER ®WALLS EACH RAFTER 2 X STUDS PER PLAN INSULATION PER � y 2X4 INFILL INTO RIM JST. ® 16° O.G. , (STAGGERED) P .T. POST PER PLAN FRAMING ' !'i POST GAP PER PLAN - OVERHANG (3) 2XSINS ® ° _ _ 48 O PER PLAN • I 1 - ►t FIRE BLOCKING ® MID -SPAN I SOL T FOOTING POST BASE Pg2 PLAN PLAN '1 LB &1EL R DI ELEVATION G , AIR INFILTRATION I OVER SHEATHING SCALE is "X" G -WB. ' PER PLAN FINISH PER ELEVATION OVER Y L. BUILDING PAPER OR I AIR INFILTRAT BARRIER OVER SHEATHI PER PLAN SCALE : I" = Ib" 5/8" TYPE III =111 - I II - I 1 -1 I I� I I III 1 11_1 I IH 11 - 1 I - : 3 - - o Y - ° - • - -- - I i� I I� I Ei I I_ I H I L: I I -i 11a 1 H 1 — 1 l— 11 2 X STUDS BATT PER PLAN , - -'- - S - - 2X4 THRUST BLOCK NOT TO SCALE SCALE : I" = I' -O" .. . ' SCALE : I" = I' -0" INSULATION BATT PLAN ` ) VAULTED CEILING $ CITY 1 IJ •t.l ,, PROVED F Sr,) 7 ��� ! ' J � f; EAVE '�• - 'W °. rEN ri��%A t F� ur 1 � H �� .y T6X J'1 a •• �� v m - I INTERIOR STAIR 12 SKYLIGHT SWATH TRUSS PER PI-4 44 a. 6 2Ef T, , 6.A6 W m., Th 1 5) DECK (4) FLAT CEILING 4 EAVE -T1•PIOAL ROOF DIAPRR SM ROOF FRAM. rlr B9cs RR R. . 16d a 0' DL. ` . .. .. ... '_•,..AR,,,,, r e r�u - ... (3) 16d • JOIST a DIAPHt45H .`. d a 004. III .4 . T RUSS PER P I - IF N YI>?? PROVIDE INTERMITTENT �1. ... - -. {� REuWGAIf 1 r1 j '- I -- - -- D)\.(2)0(:-.) /V �& `y lOd a4'OL FRANK. A3 REWIRED ASS *24.04. -' '- ... A 2.SOL .-.. `^'� � � os JK�aA G C ( `I _ U'1^' fl SU ,' F' J' of .. ,.;.,. - :. vl� ad - Lfa�IOf � i;.l l:�dl]cd / / ev le I •° r • 1 I li -� m .. - 11 ��- Od 4 °O , 0, L. DRAWN BY : DATE: a -GO G' `I 1 1 �i. 7x AS REGIME: ! 1 1 _ 1 16d • ■'6' -Ot°. � � EACH MO M p' � I FER Ft L PER PL - LATERAL BY: DATE: ea TJI O1.R/ I< - NI 1 S. SHEAR HALL. • DETAIL A :DETAIL A SIM. 6/30/99 A A RNf lrDRAWN I REQUIRED UIRED FO'fk f ECHANICAL I [V}' L C TRICAL i Iik I INIC.3 / fl l0 – 0,10 .._ _1)_2-000 --- 1 r1.1...er,5 ,r, I Cflt' Gf Iii,-(;,',11 A 66 LATERAL DETAIL � ) LATERAL DETAIL `8 LATERAL DETAIL &) ' UILD' G DI ` "I�'Q I 8 P , L6 880 Iimii ROOF VENTILATION c.., 12 Standard Truss/ Scissor Truss Roof Framing Assembly: 0 1. Roof Area : . 2335 sf Ventilation Required: 2335 sf. / 300 = Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12 below Ridge 1120.8 si. Reg'd Birdblocking = " Eave Ventilation Req'd = Provide : Ventilation Provided = 15 si./ If -25% reduction = 1120.8 si. / 2 / si. per If. = 214 If. birdblocking. Ventilation = 561.75 Si. is Greater than 2.63 si /If. 213.49 If. 561.75 si. 560.4 si. Req'd Upper Roof / Ridge Ventilation: 7"x7" Attic Roof Jack Upper Ventilation Req'd = Provide: Ventilation Provided = 49.00 Si. each - 25% screen reduction = 1120.8 si./ 2 / si. of each vent = 16 -7"x7" Attic Roof Jacks 588.00 si. is Greater than 36.75 Si each. 15.25 vents 588.00 si. 560.4 Si. Req'd Use : Use : 16 .707" Attic Roof Jacks 214 If. birdblocking. Ventilation = 588.00 si. 561.75 si. Total Ventilation Provided = 1149.75 si. IS GREATER THAN : 1120.8 si. Req'd Footing Schedule c.., 12 404 pastel 12 dia. x 8" thick conc. footing w/ 2- #4 bars each way provide #3 bar drift pin, 8" long, embed into footing 4", typ. 0 1. 4;7 8 8" thick ono. .i w/ 2- #4 bars each way .." CA s . , .. 24 BA post On 24" dla: x 12 thick conc. footing w/ 2- #4 bars each way provide #3 handcuff pin, r long, embed into footing 4", typ.. • T thick conc. footing w/ 2- #4 bars each way (Z.) 6x6 post on 36" dia. x 1 36 provide #3 bar drift pin, 8" long;embed into footing 4", typ. ?q v uo . ci e>., Do) - T1 Oa 0146, Piece 4xie I lz ct4LIPtiS Geb ar.c U4 01/54, 1 110154 i IMMMMMMMM II al LANE IiI 1.11111.111111M111111111: ant= W 111183 giT; rminr m g T I A- e 2 4 3 I I IIMIL1111111 Ala II km MEI 110, 1,111 TOI145 UI 14- R000 TO P115 5? 0 lip 6.6 e 6J-1 Roof Framing Plan scale: 1/4 = - 0' • ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION: • • 2. ALL BEAMS & HEADERS TO BE 4x10 DF#2 @ 2x4 WALLS & 6x6 DF#2 @ 2x6 WALLS, U.N.O. .• 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. BEARING WALLS ARE SHADED. • . 5. ALL TRUSSES: • - SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON ' - SHALL BE INSTALLED & BRACED TO ENGINEER'S SPECIFICATIONS - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION ' SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS : 6. SEE SHEET 1 FOR ADDITIONAL NOTES. on. 4,111 , 1// L- I ten 0.4r.LE 0.1 I 1 2 /- , truss diagram - B" MIslEd EL.0.iD rrrr) 0 0 En ' fo all Ievi lo II crawl space ; S'. H'H II l2t. I I 1 I 1 slab on grade 1-, 61-111- V1 HI , V ' - , °/-4" 4E,4 SLAL Foundation Plan ---L_ P; S _scale. 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. PROVIDE SOLID BLOCKING OVER SUPPORTS. 3. . POSTS TO BE P.T. 4x4 DF#2 & P.T. 4x6 DF#2 BEAM JOINTS, U.N.O. 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL 5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 6. SOFFIT, VENT & INSULATE CANTILEVERED AREAS. 7. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 8. STEP FOUNDATION PER SITE CONDITIONS. 9. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIF1ED'IN FIELD. 10. SEE SHEET 1 FOR ADDITIONAL NOTES. t . q: Z L i-2: or PANEL ENDS 10 'cog.; cm SIMPSO T 1 .45 HIS tr-IDIC. SinetI.SoN S TH.° 1-1oLtDow1,J$ (4) I.Eck'D THIS PLAN Dap° 0 ae):7 e 0.ePPITNHE FOUNDATION VENTILATION • CRAWL SPACE AREA: VENTILATION REQUIRED: USE VENT AREA: 98 5.1. - 25% REDUCT.,1/4"MESH 1765 S.F. 1765 S.F. / 150 = 7" x 14" FOUNDATION VENTS = MCI-OW bO comm iz 12- truss diagram "A"' 1694.4 S.I. REQ'D 73.5 5.1. VENTS REQUIRED: 1694.4 S.I./ VENT AREA= 23.05 5.1. PROVIDE: ' • 24 7" x 14" VENTS, AREA 1764 S.I. VENTILATION PROVIDED: 1764.00 5.1. IS GREATER THAN: 1094.4 5.1. REQ'D USE: . 24 7" x 14" - FOUNDATION VENTS 10 • SHEAR WALL SCHEDULE • " (see 1997 UBC tables 29 -04 -1, E 23414-2) . T1-6 v = 140 plf 5/18" plywood panel siding, w/ 6d galy. casing nails 5 e" o.c. Anchorage: 18 d hallis eI 9" o.c. OR 518" AB 8Q 80" o.c. to cone T1-4 v = 210 plf 5/18" plywood panel siding, w / 8d galv. casing nails dg 8" o.c. Anchorage: 18 d nails SR 8" a.c. OR 5/8" AB @ 48" o.c. to conc. T1-3 v = 275 Of 5/16" plywood panelsiding, w/ sdgala. casing nails a s` o.c Anchorage: 18 d nails.9 4" o.e. OR 518" AB a 38" P.C. to conc. P1-6 v =198 pH - 12" plywood or OSB equal :-• /13d (gun) nails a IP o.c. . Anchorage: 18 d nails a 5 o.c. OR 5/8" AB a 4r D.C. to conc. P1-4 v = 304 plf .1/2" plywood`arOSB equal ..w / 8d (gun) nails 5 4'6.C. Anchorage - 18 d nails@ 4" o.c OR 5/8° AB (i$ SW, p.c. to conc. P1 -3 v = 389 plf:' -- "1/7 plywood or OSB equal, w/ 8d (gun) nails 5 9" . o.c. - Anchorages 3 /6'x5' lagsorews at 170.c.,or 5/8 AB @.30" o.c. to canc. Use min. 3 nom. Sills and studs adjoining panel edges if c350pif iota 12" plywood'orOSB equal, w/ 8d (gun) nails a 2" o.c.. Anchorage 318"x5' lag screws fa 9 "o.e. ,or518" AB @ 24" c.c. to conc. Use min 3" nonl:SilIS adjoining panel edges. P1 -2 " - - v = 516 plf P2-4 : v = 608 pit 1/2 plywood or OSB equal; (2 skees); w 8d (gun) nails @ 4" o.c. ' Anchorage: 3 /8"x5".lag screws ifi 8" D.C. or 5/8" AB 5 18" o.c. to conc. Use min. 3" nom:Sills and studs @ adjoining panel edges. P2 -3 . -_ v = 778 plf 1/7 plywood or OSB equal.(2,sides) w / 811 (gun) nails 3" o.c. Anchorage: • 3/8"x5" lag screws 6 T o.c. or AB 512" o.c. to conc. . Use .min. 3° nom:SSils and studs Bg adjoining panel.edges. _ 1. The shear values In this table are based - upon the use of ad, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing Is for all panel edges. -Block all panel edges. . _ . . 3. Spacing of nails along intermediate framing members is 12" D.C. 4. Sheathing to be AM rated, EXP1/E(P2/EXT or C C /C-D /SWct it plywood. 5. At double sided shear wails, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. LIVING 1 8.00 5.00 MILGARD VINYL SLDR. 5120 3/4" I3l CIA 0.52 40.00 20.800 LIVING 1 3.00 3.00 MILGARD VINYL FIXED 5320 0.49 9.00 4410 BR3IDEN 1 5.00 4.00 MILGARD VINYL SLDR. 5120 0.52 20.00 10400 BDRM2 1 5.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR NO 0.52 20.00 10400 MSTR BATH 1 5.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR NO 0.52 20.00 10.400 MSTR BEDRM 1 6.00 3.50 MILGARD VINYL SLDR. 5120 1/2" L AIR NO 0.52 21.00 10.920 FAMILY 1 8.00 460 MILGARD VINYL SLDR. 5120 112" AIR NO 062 36.00 18.720 NOOK 1 6.00 663 MILGARD VINYL S.G.D. 5621 1/2" AIR NO 0.49 40.98 20.080 KITCHEN 1 5.00 360 MILGARD VINYL SLDR. 5120 1/2" AIR NO 0.52 17.50 9.100 DINING 1 6.00 4.00 MILGARD VINYL SLDR. 5120 12" AIR NO 0.52 24.00 12.480 AREA SUMMARY . . 1 2.00 LOWER FLOOR: - 0 S.F. VINYL MAIN FLOOR: 1789 S.F. 3/4" UPPER FLOOR: .. 0 S.F. 0.54 BONUS: 0 S.F. BATH 2 TOTAL FINISHED AREA: 1789 S.F. 2.00 GARAGE: 484 S.F. SKYLIGHT GLAZING SUMMARY. 3/4" AIR TOTAL WINDOWS: 248.48 S.F. 4.00 DOORS W/ >50% GLAZING: - 0.00 S.F. 1 TOTAL SKYLIGHTS: 20.00 S.F. MILGARD TOTAL GLAZING AREA: 268.48 S.F. 780 PERCENTAGE OF GLAZING: 15.01 % wdw sf /flrsf.( %) LAGS 1 2.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.160 BATH 2 1 2.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.160 BATH 2 1 2.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 8.00 4.320 HALL 1 2.00 2.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR NO 0.54 4.00 2.160 VENTILATION SCHEDULE SEE 1998 WASHINGTON STATE INDOOR AIR QUALITY CODE SYMBOL FAN TYPE K 'NUTONE' 1 QT 130'1.0 SONES 102 CFM @ .25 WG - 130 CFM @.10WG. 2 'NUTONE' QT 80 1.5, SONES 63 CFM @ .25 WG. 80 CFM @.10 NOTES: 1. USE QT130(100 CFM MIN.) @ALL KITCHEN HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) @ ALL OTHER LOCATIONS. 3. ALL FANSTO VENT DIRECTLY TO OUTSIDE 4. ALL OTHER REQUIREMENTS OF 1997 WSEC /1998 VIAQ MUST BE MET. Smoke Detectors A smoke dectaClor shall be installed in each Habitable mom. . A smoke detector shall be centrally located on each floor. An additional smoke detector shall be installed in each location where there is a ceiling height change greater than 24 ". . Smoke detectors are to be 110v,interconnected,wilh a battery backup. moo. HP,i1c p.58 4,4.. 0 F(A1 Lt(IS• n -3o baFk insliBFinn nnl4• • @vnuus ._ ttail. Irzr rl7ara unit htanlaunn IM In^•Ill fo 1 f Ixaae" a 2xn n ra blor � /ecr ^aged q nl Itamale totals gYnK,I'wl 'i�Olrvnaulnled - plywood ehoalhing .. _. V, 1 l: c:Vrl - 7H building paper' mfg. wood tap aiding - • 5/4•'x10 trim band - 2x4 p.1. wood sill 4•' Ugtrlllne for roof droll. 4" perforated fooling drain typical wall section 5 /e•GWB. - header par plan -� -" etutl well - --1/2" G.W.B. scale: 1H" i•-o 2 rI U Section A GLAZING SCHEDULE ROOM OF WNDS. WND. WND. MANUF. ( FRAME TYPE WDW. TYPE MODEL NO.(2) AIR GAP GAS ( LO -E ( U -VAL ( ( AREA S.F. (2) DOORS WITH MORE THAN 50A GLASS I I I I MOOD 'DOOR 60011314" 'AIR INO I 4471 1 SKYLIGHTS AND SKYWALLS -1•a-w GLAZING % = TOTAL 1 AVG. U- VALUE= MEI HEATED AREA UA TOTAL (TOT. 2) = AREA TOTAL (TOT. 1) (1) U- VALUES ARE OBTAINED FROM DCD APPROVED LIST. (OR NFRC CERTIFIED.) (2) REQUIRED IF USING CHAPTER 4 OR 5 COMPLIANCE OR IF THE INSTALLED GLAZING DOES NOT COMPLY WITH THE OPTION SELECTED IN W.S.E.C. TABLE 6 -1 OR 6-2. PLAN 1715R -B DOORS WITH MORE THAN 50% GLASS- TOTAL: AVG. U -VALUE (VERTICAL GLASS): SKYLIGHT TOTAL: 20.00 AVG. U -VALUE (OVERHEAD GLASS): AREA 268.48 A P SK41R.PEETP-1.6S TOTALI TOTAL2 268.48 S.F. = 0.15 = 15.01% 1789.00 S.F. 1'x8.51 UA = 0.516 U -VALUE j 5Tf TFUAN PI7.Ur.n:1 /' pAll fyltT 2 °r 4 / pp mo hAlT l IAL, /C G i @ FLAT £Lq4. FAFI.ID RLk+ P /'-1 IUTAL 24e.4x lLr. 0.514 10.80 0.640 UA I 268.481 138.5101 c � _GOI4P vrl,l 0/115 ELE FAFr 0 � j 7-PA F 0111. e 1-1,1 1FI1VU6A f5(. /(I1G• 2yyi FArl-'f II! I IT: . 1.1011FL Fr." r> Ij ill► J b 4 ° arlr 9 ig1 M V qx br2 - CarT I lm/Zb LINEN it CO dir�in (.pPf MI PLS. uT 4+LF ASV. r t UO)IW .: ✓AULT . liv�nq - - - 14“ VAULT - I vAUt -T FU HT. STOO� \\ 0x6 1 -12KN- e/ 17 TO /1 WV is $ PIM. 'A. EH.. n N - to rl 7 . L 47.: P1-44 Co ° 3 ° 5 0A TIJ G F. AT FL -_ id-on a �'I vA41 -'C NS; /Itrr8R5TP. Luirgaminclim 5 /61WMo X'iu6B. A44-1.14#11 WALLS t1 WALLS CH ILI FICt - mbr VHb IidvSD 31_ o `I A 5 1 Iptl „,_011 A Tamil NA II LT 61T. I HTER r r�r PT WO �5r LAP/ c�SI� UNdO BC o' &W5AA1 p ti / r2 1 hr @G_ it ''� P>•4 ,IM ` I 1 F_. �r9r y =MI i S72AP� MI. u. � PROVI� PPFSSaRE -'1I REUEF LINE H2OI1gED .IC�a P. CO patio , /�) ysT p PoST I +'0 La. 3d 1.;m 1 D l /')- e t l I .li Lslrul ; : s r litiel I �� � rtle• I ■ l l Is l s®m t i f ltit il1�11�i o s so s ® MIN IM t1®oo�h•U . ( ;_ . --' \111MM0.4L,�4.Li1 t r 111111 ..U•jU ; w .111.1♦1.11.f11/.. 1e.1...1..1.U11U.. 1: .....s UUUUU.U•.. ■■./tiulIIIIM Mill... Hi :::■C:::::::::: !) 11111 i� � i i OMEN In •07 I .000 l� ■\ miasma i I a r usNt'11� a ���11111111in NUMM ..... ii 121.011 t 0 AI,plI Main Floor Plan rr�p� INDIC,ATES MN I.4p.�HZ t- IoLODOWNS Ky W ( 16) ICJ NA PSO ( 101 A.E &O D THIS PLAPI 1 °l 9)E4d S f4 I C4) f =EGAD THIS fE -404 4 F E �Itsr b I d :, o 1 2 'FLOOR PLAN NOTES: 1.. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & `. CONDITIONS -PRIOR TO CONSTRUCTION. 2. ALL BEAMS &:HEADERS TO. BE 4x10 DF#2 @2x4 OE�uv w 6x8 DF#2 @ 2x6 WALLS, U.N.O. "; • oFTiESE aLVas sT e'`� 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. a <C ° u+r A lENlsi¢ • vIcA A ® vim ° svFE.HaAlloNS �'� 4. PROVIDE FIREBLOCKI NG @ ALL PLUMBING PENETRATIONSnaEEUNI arFiNes 1. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL' IZES. '91 "I U' Tub rs.41 r 6. WINDOW HEADERS @ 6' -8" ABOVE MAIN FLOOR, U. OH o *� ion�aa..." 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESS T EXI ED o. ,•Ea OFFENSE 8. EXTERIOR WALLS TO BE 2x STUDS @ 16" O.C., U.N.Ot` r, 1 H , 9. INSTALL EIMPSON CONC. TO WOOD HOLDOWNS 1 1t20FROM C6RNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURE'R,S,SPEGS P 10. N. INDICATES A POINT LOAD SUPPORTED BY (2) STUDS :a; ' O':' 11. SMOKE DETECTORS: - SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP - SHALL BE INSTALLED ON EACH FLOOR & IN ALL BEDROOMS - SHALL BE. INSTALLED IN EACH LOCATION. WHERE. THERE IS A CEILING CHANGE REATER THAN 24" . 12. SEE SHEET 1 FOR ADDITIONAL NOTES. PPO U' C f rE P E� aw12 tau$ ISSUE DATE q 20 °(oi 3' Iq-'99 Co•19 -00 _.iiili._ \ :!+ir. =-'in\ .dont1111rIM!<p!� III><I I■1111111K1111.- ■Ilatla iwaIi f■6r0i�UY111111 alis nii■n■Umu■III: emese.. d finiMr1MilaahA ....41I IIIIIN ■■■11I Y■■1O1 11(1■■■ 1 10181IFIOM ■■i0 a ° lruunumn ry M U ° n ni■e n 11111110l110■ 11 MINIIINI11 [■■WIII■HI11UOIIIIMIII1IIIIII Il■ - I MI NMI - 6v9P- Raf HITREIHRLIfi Ili 1 l I l l II 111 UI IIII I 2 I x2'1 a ATTIC. T 1 - -- 1i71$. a fNNYf I !'.F 4■-ag A. WNI, Pd.( 0 12 MUIUlbr�(Tr.. r7 Ix cows, /wilctj'[RIHtT11) oxb Nwc v ll/ Nrt 11.1 TrpR- A4 Rain 'I.kr holi41 U /G" DfVr! I, 11Yp) — _2ylo 13Eur BPNU�lYP) ( ^LI AIb Front Elevation - Verify shear v as turning and hoidowns per plan and schedule prior to installing siding. - Masonry and wood frame chimneys are to be constructed per to U.B.C. section 3103 - Provide galvanaed or anodized sheet metal flashing and counterllashing at all root pentrstlone, chkmays and skylights. • - Brick, stone or other masonry veneers are to be supported by steel lintels and shall not bear directly on wood framing. - Provide continuous metal gutters and downspouts at all eaves, typical. - Provide weatherstdping and flashing at all doors and windows. - Caulk all exterior joints and penetrations. Right Elevation Scale: 1/4" =1' -0 Typical Roof Construction compostion roof shingles - 15# roofing felt - 1/2" CDX pwd or OSB shtg - Manufactured trusses at 24" o.c., R -38 (min) blown insulation or - 2 x 12 HF2 rafters at 24" o.c., with . R-30 (min) Batt insulation - 5/8 "GWB clg Typical Wall Construction - siding and /or veneer per elevations - 7# building felt - 1/2" CDX pwd or OSB shtg - 2x4 studs @ 16" o.c. - R -1 (min) insulation - 1/2" GWB interior shtg Typical Floor Construction - floor finish per plans - 3/4" T &G pwd subfloor (glue and nail) - 2x10 HF2 floor joists @ 16" o.c., typ. o.n.u. -1/2" GWB clg (o/ heated areas) - R -16 (min) insulation (o /unheated areas) D2000 Rear Elevation Left Elevation aEN PEP�,� i 1I � SA sr 1t4.., _.iiili._ \ :!+ir. =-'in\ .dont1111rIM!<p!� III><I I■1111111K1111.- ■Ilatla iwaIi f■6r0i�UY111111 alis nii■n■Umu■III: emese.. d finiMr1MilaahA ....41I IIIIIN ■■■11I Y■■1O1 11(1■■■ 1 10181IFIOM ■■i0 a ° lruunumn ry M U ° n ni■e n 11111110l110■ 11 MINIIINI11 [■■WIII■HI11UOIIIIMIII1IIIIII Il■ - I MI NMI - 6v9P- Raf HITREIHRLIfi Ili 1 l I l l II 111 UI IIII I 2 I x2'1 a ATTIC. T 1 - -- 1i71$. a fNNYf I !'.F 4■-ag A. WNI, Pd.( 0 12 MUIUlbr�(Tr.. r7 Ix cows, /wilctj'[RIHtT11) oxb Nwc v ll/ Nrt 11.1 TrpR- A4 Rain 'I.kr holi41 U /G" DfVr! I, 11Yp) — _2ylo 13Eur BPNU�lYP) ( ^LI AIb Front Elevation - Verify shear v as turning and hoidowns per plan and schedule prior to installing siding. - Masonry and wood frame chimneys are to be constructed per to U.B.C. section 3103 - Provide galvanaed or anodized sheet metal flashing and counterllashing at all root pentrstlone, chkmays and skylights. • - Brick, stone or other masonry veneers are to be supported by steel lintels and shall not bear directly on wood framing. - Provide continuous metal gutters and downspouts at all eaves, typical. - Provide weatherstdping and flashing at all doors and windows. - Caulk all exterior joints and penetrations. Right Elevation Scale: 1/4" =1' -0 Typical Roof Construction compostion roof shingles - 15# roofing felt - 1/2" CDX pwd or OSB shtg - Manufactured trusses at 24" o.c., R -38 (min) blown insulation or - 2 x 12 HF2 rafters at 24" o.c., with . R-30 (min) Batt insulation - 5/8 "GWB clg Typical Wall Construction - siding and /or veneer per elevations - 7# building felt - 1/2" CDX pwd or OSB shtg - 2x4 studs @ 16" o.c. - R -1 (min) insulation - 1/2" GWB interior shtg Typical Floor Construction - floor finish per plans - 3/4" T &G pwd subfloor (glue and nail) - 2x10 HF2 floor joists @ 16" o.c., typ. o.n.u. -1/2" GWB clg (o/ heated areas) - R -16 (min) insulation (o /unheated areas) D2000 Rear Elevation Left Elevation aEN PEP�,�