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HomeMy WebLinkAboutPermit D99-0121 - OC 166 - New Single Family Residence -3 City of Tukwllc Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 161000 -0190 Address: 3726 S 142 ST Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor'Li,cense: NSFR DEVPERM 001 North: UNKNOWN Permit Center Authorized Signature: Print Name:__ DEVELOPMENT PERMIT Fire Slopes; OCCUPANT OC.1;66 373:0: S 1 S TUKWILA; WA 98188 NORTHWEST 'PO BOX ` 58628,. ` SEATTLE WA', CONTACT ,ANDREW LOBUE ' 206 246 - 5366 r' :'12 DES . MOINES .;MEMORIAL DR, SEATTLE, WA 98168 * k****'*******`*** kk:*• k***..**• k*****• k****,* ***• k*** •k *k * * *k•k * **k** *•k.******** *sic * * ** * * * *•k **k* ' Permit Description CONSTRUCTION OF !A NEW 1,761 SQ, FT SINGLE FAMILY RESIDENCE, "764 SQ FT ATTACHED, GARAGE AND `:250. SQ FT OF UNCOVERED DECV AREA PUBLIC,WORKS ACTIVITIES INCLUDE STORM DRA IMAGE . (CONNECTING TO STORM DRAI- NAGEi:CATCH `BASIN `INSTALLED ; UNDER NW DEVELOPMENT SHORT..; PLAT INFR'ASTRUCTURE:: MI99 -0045) AND ACCESS. WATER'SERVICE WILL BE PROVIDED BY WD #125, SANITARY SEWER BY VALVUE';SEWER DISTRICT: k************* k *4F* * ** * * * * * * * ** * * * *k** * * * * ** *fir * * * ** Construction 'Valuat ion: $ 165, 578.80 PUBLIC WORKS PERMITS: *(Water Meter 'Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No Sizetin): .00 Flood Control Zone: N Hauling: N Start Time Land r Altering: N LandscapeIrrigation: N Moving Oversized Load: N Start Time: End Time Sanitary S) de. Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: `: Water Main Extension: N Private: N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires Occupancy: UBC: Protection: .0 West: Streams: Phone: Pti•o`ri (206) 000 -0000 * * * ** * * * *. * * * * *, * * * * * * * * * ** * * *k Cut N The granting of this permit cancel the provision of any or the performance of work. development pe Signature// � ®/�,.�� Date: 7 Time: Fill: Public: (206) 431 -3670 D99 -0121 ISSUED 06/07/1999 12/04/1999 DWELLING 1997 .0 Public: N • k* k*********k'k***********•******• k************** k• k* k****** * * * * *•k * * * * * **•k * * * * * * * **k * *** TOTAL DEVELOPMENT PERMIT FEES: $ 2,304.03 • kk• k• k**• k k**• k****** * * * * * * *** * *•k * * *•k * * **** **k* * ** *********• k *k * *•k * * *k * * * *•k ***•k * **kkk* Date _ 7 N, 4/1'L9 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. does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this 6,4 el if the work is not commenced within if the work is suspended or abandoned inspection. 'Ad`dre.ss : -` 3726' s Suite ,;_ Tenana Status ISSUED Type: . DEVPERM App l.i, ec; 01' l 6/ 1999. Parcel , # :. 161000 -01911 Issued: OS/07/19.99 *•k•k *•N•k* k *;* M*•k'•k **;R F•k d *. *•k * *•k'k*•k * ** k *'k *•k* *•k k *•k'k•k k•k•k. * * **•k * *** ** * * * *•k Per*it .Cond :ans: 1 ,;No changes °`wi 1.1 , be Made to the plans .unless approved by the • Engineer and the Tukwila Bui ldi.ng D„,IvisiOn. All p0 mi ts, inspecti on,„ r e.crc�,�.rds, pan& 0 70,1 ove pla sha11. be•. i. a vail:a�b le at the :joh si:t`a pf ,or t "`�s;ta t at d any, con s tructian Thew •.c 6ment pare tob mainta a :A �irne and, avai l b le u ntl 1 fib' n : til pec ti,o n a pro p,Val +"r•a t a e .t a k i ��, }, �x �} �� is t .n . �i � y Electr i cal pe , nifts, �chalt, b obtiained� eug the '•Was•hington • Stare: :.Divis of La ''and. Industri and all; electrical, w ork w , i ll b .e iri ,,p bvF th at agency yt24.. = 30) •a� yr f f a '' t y Plumbing ;,per�mit`st shall h obtained through,.; the Seattle County, Department of * Publi '4Hea °l ; Pl umbing e will 0 be inspe4„c §te by. that r agency,., s � Including all 'gas Oi�ping. `' fc96 >22 x , t .. 1) mechanica Work.. shall be;2under separate per n►`it i'ss'ued h e`O tvrc'of' wi l.a: t,• .,. --- • F ', v ,,117,i,,cbn3tr uct to . be 'done''lln: con with . ap'pr 6 v 0'40 s ;and ` r enjents''of the Uniform Bin 1 ing Code, C 13 'Ed�i t�,io as a Uniform Mechon i ca 1N_.Code. C 1.907 Editi 'anti lash ington- ta ., Energy Co'd'e'97' •E , 'f(19di . tion>. y '; • Validity H o f Permit Th i ssuance „, of , 'a p e r 'iii t or approve i L.o so '0'1,#+F f sp$ clf;ioa tiun5 I y- , :'•and ; <comput at' . ons shall not he • c'on, ; ;str 4u,ed to--be a . : p M t tor or an.`app ray, ajl'' of , any violation of ,aiiy of the'',pr ovv ions >'taf the ' ldinq ° 'code or of any ' otheri:.or;dtrianc.e•.of the .jurisdict'•ion No� . pern► • it presuming. tai g:iv auth .violate or cancel ;the :, provi.5iohs of s 'code; {.sh vat id tor'” shall ;:•notify Public Works Ut,i 1';1 tv' .Ins*pector''a =0 17' of •commencement anti completion of work at 7 leas t 42, h :; in a'dvance . . Temporary;,,er os.in control measures shall be' implemented.,as the first: orderer' }at, bus i prevent sedimentation o site or into: ; exist•ing s torm drainage facilities 10. The site sha l "1`'?.hav,e permanentl,.erps i,on :control meashires in place as soon as possible after final Ngrading has `been completed and prier: to the Final Inspec.tionr 11. Driveways shall compiy�:with rest,derlt-ial standards.. Driveway width shall be a 10 ''iirinFniurn and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. 12. AS THERE I'S NO FIRE HYDRANT WITHIN 250 FT OF THE BUILDING SITE, THE DEVELOPER SHALL EIOTHER INSTALL A FIRE HYDRANT CAPABLE OF A 1000 TGALLON PER MINUTE FLOW OR PROPOSED SINGLE FAMILY RESIDENCE SHALL PROVIDE INTERIOR SPRINKLERS, TO BE APPROVED BY TUI FIRE DEPT. 13.. It is strongly recommended that storm drainage designs be certified by a licensed engineer; otherwise, the owner assumes liability for the design and any subsequent related damages. Project Name/ Tenant: - J� l Value of Construction: ,s (o'.G c)c) , U✓ = • S 2 Site Address ywl S City State /Zip: u W L: a, Parcel Number: . i %'If= Property Owner�7,A 4, pc/I-5.45 !L 7,14 - C3 Street Address: City State /Zip: Po 3o- s 5`G�irr- - cd4 ' s'13X Fa e C''16 -- 32- Contractor: / c 7 �. li jar - - �, /ru�/� f T 057.- GvY% !� �%(/L ✓ Phon,�e zcit6 .. _, 5. ...... 5 , z. j Street Address: City State/ ip /. ti s • I)f i . i s fr1P -fctii4 .. 5 , Z.t -TTii v �6 Fax #: •2- - — 7 ' 6 � - ' 5 27 Arch 6t Phone: 7 2 -z > t Street A14�ss: c Cti��'►C�1/U , .,) /��' State/Zip: 4 Z ,.leJj' ! X Fax #: En ineer �. Phone S/7 tr J / 7 ' 'S7 r . /0 � City Sta Zip: Fax #: Contact Persgin o ) _(.2 q - -- : T P hone: 2-16 c; 3 Street Address i n� 2 C a)e /,7�'p /Z ,�1 4`� � ,1/j- l�Cl� ��'- S " �- (/K 7b' /- Fax #:, 1-06 - -?- - S �' 16 " 3 7 Description of work to be done: Nei &) �� Type of work:ew 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: 17rSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 17 h ( sq. ft. Dwelling sq. ft. Covered Deck(s) 7 0 Y sq. ft. Garage /Carport sq. ft. Accessory Structure(s) <o sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKV"LA Permit Center 6300 Southcenfer Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 'Project NuOmir: Permit NurIba :" Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS .SITE/CIVIL 'PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. End Time: ❑ Sewer Main Extension ❑ Street Use Size(s): Size(s): 0 Fill 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): cubic yds. RECEIVED CITY OF TUKWILA Est. quantity: gal Schedule: APR 1 6 1949 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. Thleiilrp w1lNbr- 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. Dale appl lion accepted; Date appO lion expires: q 111{ _II Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER AUT • r 4 ' ' GENT: Signaturz: ' % ,Q .. IMP Date:v. Print namo: /G /ter t,/ c� (5 u_ e ' ?re' Ph n 6 - 5 31;6 C �2,,,w pi / Fa H: k , z1(� 3 z 7 / Addr „ 1:2414,1,141,7 �taWia " ; S 4 ALL SINGLE-FAMILY ,RESIDE. !AL PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ � Copy of recorded Legal Description from King County CI CV Certificate of water /fire flow availability (Form H - a). Contact the Public Works Department (206) 433 -0179 for servicing district. ,, ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ , 0/ Foundation plan and details ❑ l_ Floor plan ❑ El Roof plan El ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ El Structural framing plans and details necessary to completely describe construction El El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THEELAWS OF THE STA OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 �� >4 *44* * * *14 * 4A *AkA ** *A -044.A A *''t - k *A *AA ** *4 A *?k * * *A * * *A* *t CITY OF Ti1KWILA • A4A �"�' _____ TRANSM] T *A: * ** ...44 :•k•.t* 4F *.,4 * * * *•k *.*:*•* * *.k4 *k.t k•S* * *ai• ,t k•k A* *• TRANSMIT N tm6er•.; `R9EJ0007 `Amount � 1 ! 417.85 06::/07/99;',, 1: ! . ;`, Pa � Metihod: CHECK • Notation : NORTHWEST DEV, In i t p; CAE Permit" No: D9.9-0121 Type., 3?EVPERM DEVELOPMENT PERMIT Parcel No:, 161000-0190 te'Address: 372(., S `142 Sr Total Fees: 2,304.03 This Payment 1,417.85 Total ALL Pmts: 2,304.03 D.alance.':: .00... * *Atk*'+4 *v.AitA** **• k * * *>t ** *4* * *** * *rbA *A * *, * * * * * *\* *A *,= Account Code - Descr i p t i an Amount 06/09/99 10 000/322.190 BUILDING - RES 1,363.35 04:49 0097 4011 000/345.830 PLAN CHECK:.... UTILITY 20.00! 000/386.904 STATE BUILDING SURCHARGE 4.50.: 000/342.400. .INS}' FEE .- ..U"fILITY 15.00,' 412/342.400.:'. TNSP FEE STORM DRAIN 15 .. • t. •. : Arco Atilt Code ; pescrip - • , 000/,34 5 .,8:10 . ' PLJ)ti, CHECK .RES 886,18 • • " 4 . 4c,.'0,:,s44,t .:••• . • 2494 04/19 9717 TOTAL 886.16 • Project: 0 6,7/4 6 Type of spe ,..... A ddrst • 2 6 4-• , Date ca . ? 1 4) Special instructions: • l -. W 2, ,:, . (..0 Date want -.I • • Requester Lae PI CL.0:40/ Pho2: - 6 7 li.S4 r7 ; t • ; INSPECT' N NO. • " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila:WA 981 It .• ., • • . • • INSPECTION RECORD Retain a copy with permit PERMIT NO. 1-3670 c •••••• Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Altai ofZi...0.....tatica w 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: • Northwest Development Post Office Box 58628 Seattle, WA 98138 ATTN: Larry Re: 3726 South 142nd Seattle, WA 2029 Field Avenste N.L Rinto;,,WA 98059 This letter is to conflrm that the above referenced house was sprayed with Perm Gard #1845 Interior Latex Vapor Barrier primer on December 10, 1999. Phone; (425) 226-0621 Fax:(42S) 226-7438 kaurt-namsn.com ; 04/28/2000 06:28 4259286223 • .. WL NM* COLORS: 1 114 *a PERNIVA tester* Lam( Vipor prior triddictAIM: w o • CIESCRP'h011; MAKER FAINT* .PPRITIR‘rivaVeL .p,r0Assittligteedio bi wad ■ a Irmaisr_hisilifinelibir retarder5 ?tuft Sid fie waelde wiweled wool PARKER PAWN PerTh 0014 li . 1101g VW flops 9at "neat 1.0 perni;, when appiedirebiew 7114 Fsi HesiiireitIOnand u 0010111se have get an doeeptable etaidertfor S vlbor Rialhiglairtnirt AMOK TRINSE71 1 Penn Owl wea: tintlent s aigod =ilto-dop 40frtnitoittlivaito itungind 61104 thrim 0Pnaseifici A. ' • • ' PARKER PAN" Penn Gard is cielioniltfil Oa amount it wall Ogolt marls and bolo Is 04Ufte ahostibi or 'Into tip ilari 14/104,16eraphiperligthavalarvapor(rnditges)barnOtdii* . tql and asiblido 1. volbibtrobsrarlar, Vne. in INIAIRMIteiwar insuietion R wain and Oa to NM( Ions lewd rot. and *.em '1110110, paint felon._ Norimoursomo PC* ENRON less 'mod meta. hot piraw, iamd or oath wallow *kw tor Fl 111111NIMAIIIMIUMININ Wore applying, assaioratIolkorall oribdoariabok-Thookaramtwas - pairrad mod be etnar. deIA, dry Mid free ai dot. ANN Wet dd. Me, chalk, watieer. ovular melba, ea ram other conterniration that aan este tbe point flInk • laths d the prawn type moms* (shertrook. *eels W. bring weed odd* A dilatant nde d tbstsplion:bereeet the board toes post end the OW oeropound. 04n undiluted. hiph WAY, kroPON141111ikeetd privdrIbetwlaceirlanie eentei- lee al thafaattworcosodeNtlise Mrearamilwerd ovine west be used (Petiwee 11143 Pro Plane). When repaintiej Wells sad ceilings obsi alarms ttparao4liy, term" sorbs.* •oadbol pita -rank SI* "Wilk Orli Primeval WOO POWSIt. ten Mil* any okor so*. innwhatiiins, vitl 104 A ° 914 0 u ^ tr $1 ay /rod elm b toy. Send labakr swenwi pap, glib Perm Gard The motions omen at the *Wows to be penes. ANN Pe wows/ 16% es deesisobiet. b. p1 mow How Piestos: pepcjiAlt up* nuelpry eulasibwiles iniat OS Ii1OINMOVV Chi NW cured. aim it intik egg aimmenriai ',lane, al sir oireoPpion andrentlenon to heti; Tedual the mime and �k ell to an nooeplable teoel. Caxton shoutn be moan 1 k Ilemrrable promo impator eisse04. Fur *pedal Iraindvproodisaa milk a PAM PAINT wow. lotAoe Oar addisrui inalreadana. 30011. lboatfe Waif • P.O. Box. 11 047 - Tacoma. ROGER ONNEELD M 11111 r 11 9%1111ping/0014 PETE: WALLBOARIITUYITER Bad Pdvam oa.liE 01 1845 Ma cam MKT* 1 XLMIMaurt 0 011011711wtr-w•PrIONAL NICMICIMM AMAIN& tAta mint Ift0ProKIMV berm Writ - Aerviowleno 2-1. lalrf PIM THICIDIESE aimemorr, 75 Rik 11PS*' 111:0211111DOM. =Mums " • - • - AT RECOMMENDED OPT: 250400 sq. ft. per pal. CoRrequoPwirdepeartsamerinearod.otepplosiontittoosey-ano-- wows alma surface. f inverses exceeds $30.4. R. per feign, tie vow bang( properties wil tsA b. ecideved. Tee oasts of Pew Gerd they be neossary oft wry porous or tom* luttutnd surfers, St enheive the tky n keowat needed for the pen mai% b Important that the primer be embed ark Grow to Mot ouoitMowarthe s Amite tO provide to best pasta proiction. REOCANSIENIDED 014 TEMPERAXIIRES M raUlelDtrY: mi--OrrF o - 32 C) 60 - 66% RH DG TS TACK MEE 1 hr 077* F fiEt)OAT: zti o end 50 • 56% RH DRY HARD: /7 MOM See beck under Precaufirreini Intonnellon. 1111111,11041KILLER Use a prerniurn cloak nylon or pure Wale Wish w�s quality raw Dow. Usetuninbnums/11 naively crow on smooth eartaose ant longer nap robe Cowry for boied and la* surface" TOsum s willonnitniell and avoid be met* neintsio *wet edge elide)* *eh 8 fu ioadbd MA% end roller wow et NI ems. Do not brush or roll reimmeirdy. MILES* IIPPAY: With tfp Neve eke oi .016 to .021. ThNniCk No thinnti reconwrienalmt W thinning mammy, add 'to mon tho ft, or.. eh maw par mi. Ciq not Add 'shim or obi to this prottibt CIAAAVe: Qom Inola and oquipment 0;ml** WU( ma otinui, warm:soapy war. -Rime with 4.w-wear, - - dein u p andlai spealims invreKtiteity with 1 sew+ tee waited in mum soapy **W. Moss with pigpen, worm saw, Waialkagicet 06411 a WM 473- 11 22 • moo 620-4306 Project: :': /LI Type of Inspectiop Address' qio 2i S' . iLt 2- Date called: i 7 ?.. c...)v Special instructions: Date wanted: a.m. Reques r: LCtJV 1A.A.44.v4i, Phone: ..-- ()I INSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1. 0 7 4.)? eu) Inipector: G7•-) Date: 1/4( 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: Project: _ North, west evelopn nL De/b6 of Inspection: : l 3721, /5i2nd St ` A Date called: ij C/ Sp instructions: Date wanted: 69 4 '25 -0D p.m. Requester: G a "' T anks Phone: 2 Z)(7 P 8- 2 b52 Ce /j INSPECTION RECORD Retain'a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (id Inspector: f V Date: t//11 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J Date: COMMENTS: bevel° meat Type of Inspection: P..... ' I- i na I Address: s 1/9 7 ( ■.-.? Date called: otr,..a44 . caki l did-ra ' . Requester: , L- rr Grimm Phone: 2012/ 24(2-7354 1 42- 7/60 6 el 1114..) (-47 (- AA-4 t L t/d: 2/01 Piet IC-L.1,J 9 Gttei • Project:. i NOVA t VeS4 bevel° meat Type of Inspection: P..... ' I- i na I Address: s iliznei s.i. Date called: Special instructions: ' Date wanted: a.m. If- 21v -00 4 0, Requester: , L- rr Grimm Phone: 2012/ 24(2-7354 INSPECTION RECOR Retain a copy with permit INSPECTION'NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approVal. Inspector: Date: 7P $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: COMMENTS: 6' joi9 G 4, h,e, _f / Type yvtjpn: 2. c,„ /uu,,,' P,/ hef,r(S / 5 -- .b, .e e1 G- . ()1, f dee_iC' c5 '. ( e., (� .-4%.: _z I !/U e: : s---C,/ C ,p.-4%.:4,1 [ 6,./ // .&k_ 4 ,5--:‘,--fri „ , Phone rr 6 e 4 / C\ Ze . 1 /3 f - '( - 676 z f r n 1 ! , „�„ Type yvtjpn: I lcgco rmro H t * Ta g LN • Date c I cJi , 'nj y,irir6:ons / 4779.1 , d wa • '� Date r o� f `C '' a.m. 1 l fJ t m. \ Reque ter Phone rr 6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Soucenter�I , #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date:4 _./6 El $47.00 REINSPECTIOr E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: �e":s�i: %..w. <Y ��G:'�Yl�ir "L.9._ ':, *'NFwe hi�n �- 7bkll .t }?�J`::� > ?tf'�.�.1�!4rif �.'�i �N ;�:3 ^4 `�J, A'1d�.��i:f:.i...'�: "�'�,'C < ?•. , • , ., . � . M COMMENTS: Type of Inspection: °I f'i d i Ac <;' Date called: 1.11 7.., (JO c .QJyt '- Special instructions: Date wanted: t t ; a.m. P.m. evc. wf E. 4y, �t N #3 ca (i1 1 i f 373•)•, r Project:. ti t 4 j Uc Kokil Type of Inspection: Addr ss• • 7 S.ir4{L Date called: 1.11 7.., (JO Special instructions: Date wanted: t t ; a.m. P.m. Req tec� Phone Q Approved per applicable codes. INSPECTION RECO , Retain a copy with permit INSPECTION NO, . . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 D i r . d .C71 24 PERMIT NO. (206)431 -3670 Corrections required prior to approval. inspector: 4v Date: l ot' otJ U $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: COMMENTS: /y 7" A.2o /1 • c",/tv,eVe S /e.)> Re_‘&e .7-0 SioitD/67 F/Afpet._ Date wan /,9 Requesterm y Phone:au, b )1.._/e, 7X '• 5 ,. Da c.7 (V Coleitld,-c / ,( /?--* 6"#/fr--re / reo-t// 7* it 44 /2,4 /c d? ex trir.,eox S1 s t OGICA-/ 1 IP . 7 "), - - , 4 e" 1,t/ 0 *G -'q z rti Rynh it jc2s4jeicenvilt of ins Date callbl. 5 C2e /Q3 Address: .3 ,c . 1 4and . Special instructions: D C 166 . Date wan /,9 Requesterm y Phone:au, b INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. E] Approved per applicable codes. (206)431-3670 "Znrrections required prior to approval. Inspecto 0 $47.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ';.'•'• • • ,-. • • .22.2)...M.! 7■.1, • 41.S:13. p e e. /6261 1 Typp,e, f : /) Ai s Date called: 8 c29 Special instructions: �( ,� Y � S. / , • __ � rr u ,i Date wanted: ( ! 00 a.m. Requester: (V / Phone: `1 `` 1266 • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: -391 4-re A./47 x_65 / /7 ,t/or `e'"r�"Izr Ofr 7TV \ 77 /-4C.55 Date it 2;e57 J $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: Iv r6.96, Ty of hip .AAclizs7:6, 3 , / 40 /vi e s Date called: t t/ pecial instructions: . , Date wanted: ( (/ ( • Isl Requester: / i Phone : 0 69 8(8-- •,-• • , • „ • •. • • • ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100 Tukwila, WA 98188 PERMIT NO. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • Receipt No: Date: •• • •• 4-_.`:.V.:f•••■■•••••.3.113... • - •.' P Je f‘2 / i i _ /C � Type of In tion u ,,k )6 NA 1 Date called: Special instructions:. Date wanted: /0 f aim p.m. ,��f Requester: It )a"� Phone: 070 ‘ "gl 6 , 512 , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 MI= E• IT "07 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec icy: 99 ID $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: Projebb, / ` ' ((// lG Typ f s at A r • ilt Date called: .Special instructions: Date wanted: a.m. p.m. Requester: /tr /t e Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $4 .00 REINSPECTION ESE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /ear (34..e,K,Itere Type of)nspection: PI/Allifi (7 X 3 4Y07 0/7ry, Date called: SpeZtal instructions: • 41 /-4 0 - 7 /1 ..irt.. 1 . 4 6 1 4 e 4 .-/ ' xe..7fr:- I r/-//72( Atir,z-fsee ra 5/ ,44 e) 4/67 • 10 cli X./e7X 4 " - l'e? /6 Type of)nspection: PI/Allifi Al_gu. .S / ,. / 4 27 / Date called: SpeZtal instructions: Date wanted: fo/ (.0 Requester if Phone: _, G0 - 3/8 5-2.) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 El Approved per applicable codes. i2Grrections required prior to approval. lnsp . Receipt No: Date: ....i. 0.1,1... •• .. • 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ,( r jee 7 0 04/4_1e .e./ iiWtt-5 (0 70SS Cf.) ie40 // (0 .57 577�z 0 7 1e 4 l e ,-TV/S75 (.5 P RA -~rf_ Cok(4.4e,ert eel - S 7 CI /'6c 44-7 r'a, .�, c._ /ri !7D df3G6' 5r2/X (24 o c. ,o� 0 ( ze-I / e t , e 7 X 1 ' o 59 4ive.e104. S • © .179p , 4 . 1 /A.1TT,e .e 4.44e-es -,L o i 7/gocr , AO t.'A'74€/t5Pe ,41e'el5 Proj t .. i t Type of I n: Ad a0 A /' /G� e St Date cal ed: /O/ p 11 Sl� tuctions: e .,T p, Date wanted: /c / /r / m. Requester: ) � // INSPECTION RECORD Retain a copy with permit INSPECTI.N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ,...... PERMIT NO. (206431 -3670 ED Approved per applicable codes: Corrections required prior to approval. Ins Date. ee 9 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: •' . :o Project: o ( �O r v Type 9H p A d ss: - 5 .1 5 Date called: Special instructions: Date wanted: a.m. P.m. *i7 Phone No.: INSPECTION NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 09-'0 / PERMIT NO. \ (206) 431 -3670 ✓ Corrections required prior to approval. COMMENTS: K'ok /7i _Trre.z7 - a g �. t161- - l�'e� 0A 7/ $ ei(7 4i ,%4• 5i` , l5 vs-1I c' Dater 1// $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: COMMENTS: ,/ or e6 ... 4 (/ „ r- a .) 0c iESr�f7,Lrs ,zt = (•a 7:1( e / "C .--CT(F 5 etozzo 41°/le ce-/ /. - ax/�cr % %vt- Date called: Cf' ,g .e• a (. *, c;e23 Q . au p /1-0'T e' ci146 -i �► /3¢,c7 i I CoC�- ///4)c/ 10 a.m. p.m. C i • Asir L. 4110 /tic) L L e C ,--ie lC:.c /C_ /(o ,L r//1' /i ./9, /(1"o t #6 r -/ 7, "1- i #64 /re C' cvve 6 -e 1 5 10E a f4s 0 C ` Projek Type of Ins e tion: Ad ress � .. S . 142.57 Date called: Special instructions: i /M Date w ed: �/g9 a.m. p.m. Requester: Pho e: lam... 81,9 652. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy w permi PERMIT NO:: INSPECTION 1.16. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 (206)431 -3670 Project:' Ad ss: Jy ' Special instructions. Ty a of I specCion: Rio ,/i Date called: Date wanted: Requester: Phone: Approved per applicable codes. i� c_ Ei $47.00 REINSPECTION 'E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. Pit :,/ U(.� / Ty • • of I • pe ti : r i fejel— A .. r •ss31 .� 0 e /'//q Date c. d: 0 ( /,cy ..... Special instructions: _ f Date wanted: 9 0 1 ' .1 7 �/ 9� _ p.m. .Requester: Phonq/i,— _AI —/51-80 • '' I INSPECTION RECORD Retain a copy with permit INSPECTION NO. R � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 COMMENTS: Approved per applicable codes. i l 4 PERMIT NO. (206)431 -3670 Corrections required prioetq'approval. $47.0 "INSPECTION 7 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No: • Project: / (,,p '.'0 6 7 (4 of in ection: ` off Address;; Date calle Special instructions: Date wanted: °r�>' .. �' � .m.' P.m. Request Phone: 4 'f 4:11 (1,1i5 INSPECTION RECORD , Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670. COMMENTS: U f U Approved per;applicable codes. orrections required prior to approval. $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS:' :' ' AC- isiD Nr lG. 9 (A) - 7- ill Ca v6.0e. . - of I i t ection: �. ( 2 -- AG47tL oiLi S /7' A (0 - i''‘,.-",---e-trO T e",5 -a4c' Special instructions: kk) Ste"" 1,e_oV/ Dom. "=Pct -ors 4 G*06 F //ti.5,77.5 Requester: 6 CeW -L 0 boAce w 7T-/l I Pr. e . / / . - of I i t ection: �. A /p . / • ,,,,, /� [ � p ( � iJ Date called: J op. � /-^ Special instructions: Date wanted: !4 q a. �ii / // p.m. Requester: 6 Ph( .5 27v . U . INSPECTION NO. a INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA.- 98188' NOV PERMIT NO. (206)431 -367Q FA ,Approved per applicable codes. El Corrections required prior to approval. I $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: Proiara: 6/ // T p , s - ••• ...... Ad edr ss: .37a 5.14,e/S- Date called: 740/ ii 9 Speci. i tructions:Vo L. Date wanted: 3//99 1. 1r1 1 1.4 Requester. PhonW' -4M5 Ag /ilea • q. INSPECTION RECORD Retain a copy with ermit INSPECTION NO , PERMIT NO CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9:188 A.(206)43173670 proved per aPplicaPle codes. El Corrections required prior to approval. coMilvt4: /AZ oitre.„ee-7. F 44,1 Aid < $47.0 ' [INSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ••• .0 • v .• yi!! A :4; . • . • • • • . Project:. ,NW Develo y p of Inspection: ot� »� downs t i��� Date called: 7-12-9 ' Address: 3 736 $ I St Special instructions: Date wanted: - (a.m 7 E l •l . p.m. Requester: l7 CIO ieK 1 Phone: — 211 -. ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. PERMIT NO. (206)431- 3670, COMMENTS: d S 5 , � C �. G cy it dlr i , , , ��, Corre• ions required prior to approval. Inspector: Date: / $47.00 RE1NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i ns , ........ INSPECTION. RECORD Retaio a copy with permit INSPECTION NO , CITY O F DIVISION Southcenter Blvd; #190, Tukwila, WA 98188 Project: Ado 9r. Special instructions: Type, of Inspection: 2.d. Ar Date called: Date wanted: a.m. P.m. Ph ° 7i- /400 pproved per apPlicable codes. n/Lr07 /A • PERMIT NO.' (206)431-3670 Corrections required prior to approval. COMMENT Inspe Dat& El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: 1 t ` w /404/5e /77€/f 0'f Re I Type of InsctioO A 90e-5 1 4J 1 A 4-7-(1 .6/4/27/v6 1 "6-0/4(5. 7"1 Date called: � � 5 4,Ant tr CI t , i a 4 - ,A€4 9 y -, 16 Special instructions: 6∎Z \ Date wanted: (f, ! a.m. ' ,s Phone: i4 -, r hi 41 'rr 70` P ' / 7137 / 4 i /72/orrr ) `! ,47,€'(76t s , Project: 1 t ` w Re I Type of InsctioO Addy . ) (0 7"1 Date called: � � 5 Special instructions: 6∎Z \ Date wanted: (f, ! a.m. ' Requester: Phone: i4 -, r hi 41 'rr 70` 2 ) `! INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 1: $47.00 REINSPECTION FEE REQUIRED. Prior to inspec(ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [celPt No: Corrections required prior to approval. Date: ny1 Prod ect Name \ b j\-\\ W i\ V e j.&\ R Address Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature K��t ` ik �. ;4. �+,��� ` �'R. ^ ^� " l� l T_•�c ^nY.��T9�1' _ ' �)f'. 4 C ity of Tuik1441a Fire Department TURWILA.FIRE DEPARTMENT FINAL APPROVAL FORM tr John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. C)V?_\ I Date FINALAPP.FRM T.F.D. Form F.P. 85 Suite # 7,0 oo Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 5754439 • • /Y"c• lei b ., 9 1 1 E C / i? ' : : 1 8 ) . • • s artment' for sta ards. ssiona . which, d0 edoptedstandards for the aquacy d design:r Addition , drawing: Biter :this end wiii 'r;:quire' for suf,•e,quent aceptance' `'Z s Pub idWork's Of with SIlbject to ^rrors and e ,,.. ' "3 of • The • !ity of rev::: . use of, c t : • ,; ng to t'... _ Jctionllr ctcr. Q• O N. 'k .w /ere• �� ' ' 293 ; I + ' `, , ro A . . - ,......• - ....., , • stie. �.;✓N c --e. U � . QL •T . • 9 } r •... ..... \ _'___.._•_.._ j ...... ._ ii r... .._.r........ � .l 1, 9 ir . t • Lowe. • : /62) r• • .1\(`W 11" SID • •r - 'z • & op • G / " / iI 1 ., • • • ,, _ RE LEI t, .it fO PU u•G' N F2tsr ;� ,z R. • • I N V •(,ca, . { at c I k e, p I e 1 �.r4 • il) h: �4 L • : . ' : 51c N©F/ . • qq- 012 x 1.j1 10) • • • 4'' - • /s" AINUS IZ.00K,• . ". C.1-Acs .e 1k PNAI.T' 13 )T J IIy CT' Mi W! cam: Flp GOMrce Eb TD.., •• 4 C , ' .//4i 1 '/IJ C • Va/ _ / 1.• CAS .E : ' / • — ' &f ?11) O KF2ANAd • • • 'ir CA/ MP: • 9 O � 0 • ar ;7 , • • • 1 I 1 '57C:41f/ 1 6k) • 2 0 , . C6 ill ,'ly WI W M pV;01- Ii'. • •-1 / • • • • t '9o'' • . plans' have' Works epartment" for City standards.. omissions . which. do • adoptedl tandards tar the equacy. d design:Addition*, . drawing fiter :this . • and wiil 1r:quire • for sub. q'uent acpoptanc� Pit (id Work's • • ,; j Al p I� J4 - .e09E ;i Q i+ L.LJ e�► M+. IS subject to i rrors and Ipriz -s of The . �'!ity fists t: Or rev ;:' . :se void of r • • • • • I • • 4'' — '5 /S" • MINUS ROC-14:. 2". c.J-M .s .e A- HAM" .ill 13 IN Mi • UU'�1t•1! IR FiP!%i •. , t • .� ^ CAS c . r. ,or ? r� . • ; :;. T ,: • • • • • t ' 'I . r • ox 1 mi., 1 - �cJ5 C a r •' S-�p!!� p 2�1'� ht� 6 i4 t G�'cO E ST: C 1 • �x`lNGK. U1 • ' De-0•4 ' ' :' • ' / . 9 ' ' • • •' TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: CRANE DESIGN, INC. Plan No. C D 4.OZZ 891 SPECIFICATIONS THIS ENGINEERING DOCUMENT DESIGN LOADING FOR CRANE DESIGN PLAN #022891 MAY BE USED AS A BASIC IN KING COUNTY UNTIL THE EXPIRATION WIND SPEED = $ mph DATE OF THE ENGINEER'S SEAL Q OR UNTIL A CODE CHANGE PROVIDING EXPOSURE = !7 THE SITE CHARACTERISTICS AND DESIGN CRITERIA MATCH THIS DOCUMENT AND THEENGINEER'S SEAL HAS AN ORIGINAL SNOW = 2 S psf BLUE INK SIGNATURE. SEISMIC ZONE = 3 TYPE OF STRUCTURE = Private Residence DESIGN METHODOLOGY — . ..- • WIND: UBC METHOD 1 (NORMAL FORCE METHOD) SEISMIC: UBC STATIC FORCE PROCEDURE RECEIVED DOCUMENTS UNIFORM BUILDING CODE, 1997 Edition APR 1 9 1999 JURISDICTION CouI \JT\ Structural Engineering additional requirements or changes to Plans are as shown on sheets V 3 through � of these calculations with Notes. Schedules & Details per SHEETS I$ -?_ • CITY OF TUKWILA PERMIT CENTER SITE ADDRESS Kok G C cu n Y • Dc1c1-012.1, ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN ONLY. ALL GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: J Q t TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481.6601 PROJECT: c � t� 2. 285' / JOB #: 919/ ( -45) to e 'a.0 rJT Vt Y s s// ( t<f RIGHT ELEVATION TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: C 7) v 5 LATERAL ANALYSIS LAT2 -97 JOB #: ` BY: / i / i / DATE ' e Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 6 3 5.5 25 0 17 10 2 mph 1.2 psf % psf psf F Width Length Eave Ht. • Rise Gable Ht. Wall Ht. OH left OH rite OH sides 27.5 44 17 6 8.1 1 1 2 ft. ft. ft. . ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SkIEAR.WALL LENGTHS: Area. left Area rite Area.froat Area_back_ Lsw.. left Loc.:'X" Lsw "X° Lsw rite 84.2 22.5 J 27.5 17.9 -6.1 21 32 sq. ft. sq. ft. sq. ft. sq. ft. ft. ft. ft. • ft. Add! Plan Area Shield Factor Lsw front Loc. "Y" Lsw "Y" Lsw back _ 1".1' 20:3' 36.3' 1.i 12.5 32.2 sq. ft. ft. ft. ft. ft. RESULTS Gable Ht. 7.28 ft Over. Ht. 24.28 ft Ce 0.62 Ce (roof) 0.68 p (roof) 11.1 psf (horiz) At (roof) 335 sq ft Ce (uw) 0.62 p (uw) 13.2 psf At (uw) 196 sq f3- p (f) 13.2 psf At (f) 374 sq ft- Vt (we) 6306 lbs Vt (wf) 4937 Ibs AI (g) 106 sq ft AI (uw) 122sgft Al (f) 246 sq ft VI (we) 4359 Ibs VI (wf) 3247 Ibs RL 15.373 ft Soil Type SD A (roof) 1449 sq ft. DL (roof) 24633 Ibs - DL (uw) 3916 Ibs DL upper 28549 Ibs DL lower 19580 Ibs • 2.5 "Ca`I /R 0.1636 - Vt (se)' 3336 Ibs Vt (sf)' 2288 Ibs E VH 75248 ft. Ibs Vt (se) 4239 Ibs Vt (sf) 1385 Ibs VI (se)' 3165 Ibs VI (sf)' 1960 Ibs E VH 69676 ft. lbs- VI (se) 3957 Ibs VI (sf) 1188 Ibs DL bldg 73140 Ibs • Rho 11 v 5.19.98 WIND TRANSVERSE V left - • • V x -- •V•rite eave. 31.52 lbs. 0 3152 floor 5621 lbs- Q 5621 SEISMIC TRANSVERSE eave 2120 (luul 28t2• Ibs v(roofj= 89 p(f v(upper)= 140 plf v(lower)= 268 pif 0 0 0 OTM = 253700 ft Ibs DUDA.= 1005700 ft Ibs UPLIFT= 01bs CRANE #022S9 #1 2120 2812 89 115 176 WIND LONGITUDINAL V front V r V back eave 2789 tbs 0 1570 floor 4571 lbs 0 3035 SEISMIC LONGITUDINAL eave 1979 Ibs 0 1979 floor 2563 lbs 0 2563 v(rnnf).= 63. plf 0 45 v(upper)'= 13.7 pit 0 55 v{IoweF) =- 366- Of 0 94 PROJECT: CD OZZ8• LATERAL ANALYSIS TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SHEARVVALL DESIGN LEFT ENDWALL Roof Tributary Width Floor Tributary Width • Element Length 5 ft. Element Length 5 ft. RITE ENDWALL Roof Tributary Width Floor Tributary Width Element Length 27.5 ft. Element Length 32 ft. LEFT ENDWALL Roof Tributary Width Floor Tributary Width Element Length 17.5 ft. Element Length 16 ft. LAT2 -97 2 ft. 7.3 ft. 1 u D SiiL l/•h/i.r tiv; /I'i'4'E bizu 2 ft. 0.67 ft. 2 ft. 7.3 ft. , 447)s ,� -uhf /./4•ceSs 0.c. /04/ cis/44 l Celfra .M G / JOB #: 9.9 .9 BY: h/` / DATE: / CRANE #022891 ANALYSIS #1 upper: ✓ (max)= 140 plf Use SW 1 Uplift = • - 939 lbs. Use: (1) MSTA36 lower: ✓ (max)= 268 plf Use SW 2 Uplift = 2722 lbs. Use: (1)STHD10 upper. v (max)= 115 plf Use SW 1 Uplift = 0 lbs. . lower. ✓ (max)= 176 plf Use SW 1 0 lbs. Uplift = ✓ (max)= 140 plf Use SW 1 Uplift = 171 lbs. Stand. Constr. o.k. ✓ (max)= 268 Use SW 1 Uplift = 1107 lbs. o.c Use: (1)HPAHD22 sf cd hf pw 0 pw 0 0 pw 0 Architecture A Engineering A Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481 -6601 PROJECT: v D7 2 2619/ LATERAL ANALYSIS LAT2 -97 JOB #:.99 BY: /'M7 DATE: /// 77717 iz D CA.. - . ) r'7OXi f?� I/OW/ 6/ G a/ G O,vo /04.-E T o 1 = Goc� ,P , P rG�f� t.Nb pv/it -Lz TRANSVERSE SHEARWALL DESIGN RITE ENDWALL Roof Tributary Width 2 ft. Floor Tributary Width • • 0.67 ft. Element Length 27.5 ft. Element Length 10.5 ft. • ,u0.sia ,rn -cANit /2' pw upper: 100 V (wind)= 3152 lbs. V (seis.) =. _ ..212 lbs. v (max)= 115 plf Use SW 1 0 lbs. Uplift = lower. V' (wind)= 5621 lbs. V (seis.)= 2812 lbs. v (max)= 535 plf Use SW 4 Uplift = 3204 lbs. Use: (1)STHD14 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width.. FIoef Tributary Width- • 0.67 ft.. Element Length - 2 :7 ft. Element Length 2.7 ft. LAT2 -97 PROJECT: C V 2 o2Z8/• ) / LATERAL ANALYSIS See Lateral Restraint Pa.ge per sheet *7 Use: (1)STHD14 BACK WALL Roof TributagF 1A/idib 1.5,8 13, ROOF Tributary Width. ..6:5- ft-. i Si S n 1 Element Length 36.3 ft. Element Length 15.8 ft. ROOF NAILING: 8d @„6" o.c. / 12" o.c. JOB #: 59/ BY: /`"' / DATE: /�MY'S CRANE #0228910 ANALYSIS #1 v (max)= 4a7 plf Use SW 1 lJplif = • 74G lbs. Use: (1)MSTA36 lower: v (max)= 366 plf Use SW 3 Uplift = 3584 lbs. v (max)= 55 plf Lite SW 1 Uplift = 0 lbs. Tower. t � v (tziax).= 94 plf Use SW 1 Uplift = 0 lbs. 0 Pw 0 0 p 0 See sheet #8 for forces around window opening M (1,06/LL /f/ fP if' @ 48" o.c. ROOF SHEATHING: / /2." Span Rated 24/0 hr 0 I (y F / I ins'•: r ! 1 i l n( L . n. ,....-i TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width.. FIoef Tributary Width- • 0.67 ft.. Element Length - 2 :7 ft. Element Length 2.7 ft. LAT2 -97 PROJECT: C V 2 o2Z8/• ) / LATERAL ANALYSIS See Lateral Restraint Pa.ge per sheet *7 Use: (1)STHD14 BACK WALL Roof TributagF 1A/idib 1.5,8 13, ROOF Tributary Width. ..6:5- ft-. i Si S n 1 Element Length 36.3 ft. Element Length 15.8 ft. ROOF NAILING: 8d @„6" o.c. / 12" o.c. JOB #: 59/ BY: /`"' / DATE: /�MY'S CRANE #0228910 ANALYSIS #1 v (max)= 4a7 plf Use SW 1 lJplif = • 74G lbs. Use: (1)MSTA36 lower: v (max)= 366 plf Use SW 3 Uplift = 3584 lbs. v (max)= 55 plf Lite SW 1 Uplift = 0 lbs. Tower. t � v (tziax).= 94 plf Use SW 1 Uplift = 0 lbs. 0 Pw 0 0 p 0 See sheet #8 for forces around window opening M (1,06/LL /f/ fP if' @ 48" o.c. ROOF SHEATHING: / /2." Span Rated 24/0 hr 0 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: C- !j n DI LRP -2 JOB #• ,{{ r. , BY: /' �� 1, /./ DATE: • •':O!•-• 0 LATERAL RESTRAINT PANEL AT GARAGE FRONT w w • M1 M2 M3 Z1 14- ' W1 L1 W2 L2 W3 v 9.11.98 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL(sesMlc) w (SL) SL(sasMIq 2560 1435 91 0 0 125 0 lbs. lbs. plf plf % plf H L1 L2 W1 W2 W3 8 8 8• -- - • -• - -32 -- - -. -20 32 ft. in in. in. WIND SEISMIC WIND SEISMIC WIND SEISMIC Z1 (lbs.) = 975 547 Z2 pbs.) = 610 342 Z3 (tbs.) = 975 547 M1 (ft.lbs.) = 7802 4373 M2 (ft.lbs.) = 4876 2733 M3 Abs.) = 7802 4373 UPLIFT 1 = 2622 lbs. + 740 = 3362 lbs. Use: (1) :$74 M2 (Gravity) = 728 0 1000 1728 ft.lbs. (DL) (LL) (SL) (TOTAL) M1 (TOTALS) M2 (TOTALSZ M3 (TOTALS) WIND 8621 ft.lbs. WIND 5695 ft.lbs. WIND 8621 ft.lbs. SEISMIC 4859 ft.lbs. SEISMIC 3219 ft.lbs. SEISMIC .4859 ft.lbs. CONTINUOUS HEADER DESIGN Material Tvoe/Saecie Grade Fb (mil Fb (psi) Fv (psi) Co (WIND) 1.6 Manuf.Lbr. GL 24F -V4 2400 1200 165 Co (SEISMIC) 1.33 Timber CD (sNaw) 1.15 Dimen.Lbr. Cr 1.15 CH 1 Properties: b d S 5.125 12 123 in. in iO3 Use (1) 5-1/8" x 12" GL 24F -V4 fb Fb' fb / Fb' fv Fv' fv / Fv' D +L +S (U6c12 -12) 169 3174 0.05 26 190 0.14 D + L + S/2 + W (UBC 12 -14) 841 2208 0.38 46 264 0.17 D + L + S + E/1.4 (UBC 12 -16) 474 1835 0.26 26 219 0.12 psi psi psi psi UPLIFT 2 = 2440 lbs. + 740 = 3180 lbs. Use: (1)677r 4 UPLIFT 3 = 2622 lbs. + 740 = 3362 lbs. Use: (1) S77/0,41 H TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 PROJECT: C' # 0 2 98.9/ JOB rt. 09/ BY: /9 DATE • REINFORCEMENT OF OPENINGS IN SHEARWALLS HOR1Z. = 524 lbs. X1 X2 TOP = 150 lbs. BOTTOM = L Voo v v WALL: Back Wall of Analysys #1 (see sheet # 5) wall L wall H X1 X2 Y1 Y2 v 16.5 8.1. 5.5 6 3.4 0.7 219 ft. ft. ft. ft. ft. ft. pif v (x) = 314 plf v (y) = 433 plf CORNER FORCES : HORIZ. = 726 lbs. \ STLAD 0.< 571 lbs. Use: (1)LSTA21 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: CO # ,1 "- LATERAL ANALYSIS LAT2 -97 JOB #' J✓ BY: 4 DATE: // • sq. ft. Gable Ht. Over. Ht. Ce Ce (root) p (roof) At (roof) Ce (uw) p (uw) At (uw) (f) At (f) Vt (we) Vt (wf) Al (g) Al (uw) Al (f) VI (we) VI (wf) RL Soil Type A (roof) DL (roof) DL (uw) DL upper DL lower 2.5 *Ca *I /R Vt (se)' Vt (sf)' E VH Vt (se) Vt (sf) VI (se)' VI (sf)' E VH VI (se) VI (sf) DL bldg Rho Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 21.5 11 9 6 9 0 2 2 ft. ft. ft. ft. ft. ft. - ft. ft. - ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS: Area left Area rite Area front Area back • Lsw Idft Loc. "X" Lsw "X" Lsw rite 2 21.5 v 5.19.98 Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 B 3 5.5 25 0 17 10 1 mph 12 psf % psf psf st sq. ft. sq. ft. sq. ft. ft. ft. ft. - ...... ....._ ft, 5.78 ft Add'I Plan Area Shield Factor Lsw front Loc. "Y" Lsw "Y" Lsw back 14.78 ft 1.2 3 11 0.62 0.62 sq. ft. 10.2 psf (horiz) 75 sq ft WIND TRANSVERS 0.62 / V left V x - UK /G.� V rite — 13.2 psf eave , 654 lbs 0 /32,6 772 50 sq ft floor 0 Ibs I • 0 0 0 13.2 psf 0 sq ft SEISMIC TRANSVERSE S fF `.F7 Y / 1425 lbs eave 519 lbs 0 /0 519 Olbs floor Olbs 0 0 0 66 sq ft 97 sq ft v(roof)= 24 plf 40 ' 24 0 sq ft v(upper)= 30 plf / 0 G6 36 2158 lbs v(lower)= \ 0 plf� 0 0 0 0 lbs 12.019 ft SD 332 sq ft 5636 lbs 990 lbs WIND LONGITUDINAL 6626 lbs V front V Y V back 0 lbs eave 664 lbs 0 664 0,1636 floor 0 lbs 0 0 1038 lbs 0 lbs SEISMIC LONGITUDINAL 9344 ft. lbs eave 593 lbs 0 593 1038 lbs floor 0 lbs 0 0 0 lbs 1186 lbs v(roof)= 60 plf 0 60 0 lbs v(upper)= 221 plf 0 60 10677 ft. lbs v(lower)= 0 plf 0 0 1186 lbs 0 lbs 13850 lbs CRANE #022891 ANALYSIS #2 1.341 1.341 ft. ft. ft. ft. RESULTS OTM = 34200 ft lbs DLRM = 148900 ft lbs UPLIFT= 0 lbs Element. Length 21.5 ft. TRANSVERSE SHEARWALL DESIGN Architecture • Engineering •'Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 ► (425) 481.6601 /1 n PROJECT: (.) 2 f " LATERAL ANALYSIS JOB # 9-// BY: ALAI DATE: g/ CRANE #022891 ANALYSIS #2 V (wind)= 1426 lbs.. V' (leis.)= 1038 lbs. v (max)= 66 plf Use SW 1- Uplift = 0lbs. ll trH7,"..i<D G ✓rt'L.G /v/..!L CA ,t' r 7--0 TA- S.CFf / ZA 1 / 45 E 0/ ie C770/ A «. 7? Ci C :27 ANEW TsE AMMO Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 LONGITUDINAL SHEARWALL DESIGN FRONT WALL Roof Tributary Width Element Length 3 BACK WALL Roof Tributary Width Element Length 11 ft. PROJECT: CO C 2180/ LATERAL ANALYSIS 12.7 ft. - cio 66 12.7 ft. LAT2-97 a /Irit/OS /42.- 4 2, CAXCfr f r4.6.. 48" o.c. ROOF SHEATHING: Span Rated 24/0 ROOF NAILING: 8d 6" o.c. / 12" o.c. JOB if' 2/ BY: DATE CRANE #022891 ANALYSIS #2 (wind)= v (max)= Uplift = se: 664 lbs 593 lbs 221 plf Use SW 1 1533 lbs (1)HPAHD22 V (wind) = 664 lbs. V' (seis.)= 593 lbs. v (max)= 60 plf Use SW 1 Uplift = 0 lbs. 0 pw 100 0 0 pw 100 0 hf 0 SHEARWALL SCHEDULE 1.2.3.4.6.7,8 ' MARK OESCRIP SHEATHING SHEATHING EDGE NAIUNC SHEARFLOW NAILING REMARKS Q SW1 15/32' PL ?W'0 ONE SIDE 8d 0 6' o.c. 16d 0 8' o.c. Q SW2 15/32' PLYW D ONE SIDE 8d 0 4' o.c. 16d 0 5 1/2' o.c. Q SW3 15/32" PLYW'D ONE SIOE 8d O o.c. r 16d 0 4'• o.c. SEp NOTE 5. naVtgCs Q 3X SILL ft SW4 _ 15/32' PLYW'D ONE SIDE 8d 0 o. 16d 0 3" o.c. SEE NOTE 5 l) IBS 3X 51U_. P. Q Sys 5 15/32' PLYW'D EACH SIDE. 8d O 4' o.c. 16d 0 5 1/2" c.c. 2 ROWS SEE NOTE 5 NOT USED SW6 15/32" D 8d 0 3' o.c. 26ROWS4" o.c. SEE NOTE 5. NOT USED Q SW7 15/32" PLYW'D EACH SIDE 8d 0 2' c.c. 16d 0 3' o.c. 2 ROWS • SEE NOTE 5. NOT USED TSE Architecture A Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: CD 7-7469€263/ JOB#: .96/ BY: A/'/ / DATE: / / /" /i , J NOTFF. 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES L = AND ON W000 FRAMED WALLS WITH 2x4 (MINIMUM) HEM —F1R STUDS 0 24' o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM ANO MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE O 16" o.c. f 4, SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, 5W5. SW6, do SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" o.c. EXCEPT 6" o.c. IF SHEATHING THICKNESS IS 3/8' OR 7/16" ANO STUDS ARE SPACED 0 24' o.c.. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suits 101 Woodinville, WA 98072 • (206) 481-6601 PROJECT: Goo ''x S9 JOB #• 99 / BY: DATE 1/ /6/5 .40 Mr-ercjiiez JO uei w L — 11•I1B1 r •\\ £ 1' *P� 5 "X y " ?rF Jar 10-GL.y 41 . et- Mob@ =ou N•C - r1c4 (iCM2 FT 7) MNDS A 4GN' $ i4RE StMp M Af ?, o. . k N 1..E.S ,J uii4 OTHc2ci)ISf HOLDOWN SCHEDULE WPC Ia1:Owl (s1VSOH) '�'' MO MOOR MU RCW3 THCSKS7 :P ( & / Ht H►MC73 3 K 16-141 IQ ST/C10 3' N 71-161 H3 STO1' 3 M 34-161 H' 117177 3 -1/7 71L SST27' !CT LSO b 1741 3 -lie 71L (3) 7A • swan CT vsm 14 10I6\ 3-1/7' 711. c') 7/s- • LOT ULM SIMS ANNIMNI TSE Architecture • Engineering A Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481 -6601 PROJECT: cf) cevz,e3_,/ JOB #: 99 / BY: /kl , , ,,, . 12 DATE: 1//6 6 1g g cKTbQ4 fi +,- :41p'4 Q -i " / -i s crew .pi -� I I iske) it'-a LL II .l i , PTO X 12 Fier. (rip) r 11 /W/ " 5v5"0.1121'10-V+ HOLDOWN SCHEDULE w,al 4 4=44 ' '"u. $71a A AMOCO • •lw•wS n.oum s srsct v vsa s MI 1 14.14177 r r N N t t$-144 - - -� •Q S SnC10 3 3' I If 3 3M toe � �— W s sfC1• Y Y M M 3 31-IG — —� IM H HTT= 3 3-I/7• o on. s LOCOCI ssT 4 I ICT 1755 1e 1 1C44 3 3 -1/3' o on ( (3) ur • = =CI M MOT USCG 14 r roux 3 3- I/7 e ert ( (•) T/r • 1 1ST= r rCT 160 TSE • Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481 -6601 PROJECT: JOB,: 99/ BY: DATE: ///6 /9 8 ." ek T ' 1 _ I }r .,.cal l )) r-Ot-frri 14 it/ii/ /6 fi 51 /5 '1 x12 )( M15 —V+ HOLOOwN SCHEDULE. WAX 1Q0041 mew.) "'LL MO ,vQg4 40J 14 I1,4R,m 2nec )w.7/eo4 Mt 1404442 4' N 14-14 - to 50410 r K 24-804 - I4 811414 r If }to. - 104 ITTS7 0 -I/2' 011. SST04 1C1 MD b 14N 3■1/2' 0/t (i) T/r • SSI424 14I WO 14 43104 3 -I/4' 001, (4) 1/V • =TM WV USE: IMMO TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481.6601 PROJECT: JOB #: BY: AR DATE: 11/6 /9 t / f /4 axot \ -frir (TYPI tArp, .1 [ I t . I �� 2 w+ : ave • 4t lio 4r lJlx �- / 2 20;71311 AEI / • .0 c► 0 X 41 � r . •� 4l I _ 1 1.18z•• w �. NL FIN. (TIP) Vv 1Q p ?JJ r.44 -�J 8 . j •,1• I ..;444 cc). Al • 2 "2. It ■12Fret' 6117) ' r —{I Avic (' /C /'o.' 51 /5"X12 2 r Lod- rz /146 g. a,.. ; ()).JLAS N O.reD OT'14 wt6 T TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481 -6601 PROJECT: Chv m aZ2.cs9) JOB #: BY: DATE 99/ /4-,1 r v r .3� ev1/ � M4 21///0.c g l_c - • ! emu f C --'( X - P MWPS /LL A/Jo -W s ,4RE SIMps -) N146, kf I L ' 0,C. 1(N 1. nTE " OTI- ( -' TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481 -6601 PROJECT Co'�oz�l JOB #; 9 BY: / DATE: ,l 6/96(' f 1~1411 FL S FL. H TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (206) 481.6601 JOB #:/ BY: /1 DATE: / / /6 /✓c' PROJECT: LNP. L 14.0d I ¢DOGE 5IftP5o, / yi TS 24''FRon _. S (Ds 0P 71), PG /4-7 7D 077Di EacCe of Glh7R.D. ROOF SHEATHING TO BE 7 //' MIN. APA RATED (24/0) WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON 'H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. OIL - II LN . 11 MINIM TSE Architecture • Engineering • Planning 12810 N.E. 178Th Street, Suite 101 Woodinville, WA 98072 • (206) 481 -6601 PROJECT: C�JF O2Z 9/ JOB #: 9 BY: /7 DATE: /I /6) 96' ROOF SHEATHING TO BE Iz.:" MIN. APA RATED (2410) WITH 8d COMMON NAILS SPACED 6" dc AT PANEL EDGES AND 12" do IN FIELD. USE A SIMPSON "H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. \ PARTIAL ROOF FRAMING PLAN - 3R- 9 GAR OPT. TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: CZ* G2n 9/ FLOOR V ' TOP OF CONC. WALL v STRAP TYPE HOEDOWN PER PLAN . USE SHEARWALL EDGE NAIUNG "' - -- FOR CONNECTION OF SHTG TO HOLDOWN STUD MP.). TOP OF FOOTING '7 HOLDOWN DETAIL Jost:: 39/ BY: f DATE: 11 RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN +- FOUNDATION WALL 14 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REOUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING _ CONCRETE FOOTING TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481.6601 PROJECT: 7)0226 u C>.— ONTINUOUS. HEADER HEADER 5- L. 4F ->'/4 �-- 8d O. 3 O.C. • 2 ROWS STRAP TIE: SIMPSON MST27 W/ (16d) 8 GA, x 2- 1 /2 (MAY BE APPUED OVER SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. w/ 8d 0 3 cue. 2 ROWS 0 ALL SHEATHING EDGES PLUS NAIUNG SHOWN. ALL EDGES BLOCKED. HOEDOWN: PER PLAN 1/2' dia. x 10 LC. A.B. (2) AS SHOWN CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING PROVIDE 1 — 14 18'. DOWEL 6' FROM FOOTING INTO WALL AT EACH HOLDOWN LATERAL RESTRAINT PANEL (3 P*A&S 1A E.D TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: 07)..�- 8. / JOB is 9.9/ BY: , DATE: 11/6/23 20 SHEARWALL PER PLAN RIM JOIST SHEARWALL PER PLAN SHEARWALL EDGE NAILING RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAIUNG • FRAMING DETAIL FLOOR SHEATHING FLOOR JOIST • FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL (OPTION) (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T. SILL PLATE w/ MUOSILL ANCHOR PER PLAN �JtC S l U.. �. FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) 2x6 P.T. SILL PLATE w/ MUOSILL ANCHOR PER PLAN C3x s lu- t . 5 W 3 5V Architecture Engineering Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (206) 481-6601 JOIST :WALL STUD PROJECT: CD 7 Z J MSTA36 STRAP SHEARWALL USE SHEARWALL EDGE NAIUNG FOR CONNECTION OF 5H'T'G TO EACH STUD (TYP.) n SHEARWALL TYPICAL FLOOR TIE DETAIL TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 48t-6601 PROJECT: 231. JOE #: 3/ BY: /h 1/4 • DATE: ft /C/ 9 8 2x BLOCK SHEARWALL MFG. ROOF TRUSS OR ROOF RAFTER EDGE NAILING SHEARWALL PER PLAN ROOF SHEATHING SIMPSON H1 AT EVERY OTHER TRUSS OR RAFTER YPICAL ROOF TO WALL CONNECTION 9904152375 9904182984 Date: 7 July, 1998 Certificate No. 6012 SHORT PLAT NO. Z t) NOTE: 4i LOT A SHALL BE FULLY RESPONSIBLE FOR THE MAINTENANCE OF THE 20 FOOT WIDE ACCESS ROAD. EclJe/rieo / /or hi/refs, ey re s 4'' elf//// M AP . 0 d j C one. /7174. S. /41rN ST LAND SURVEYOR'S CERTIFICATE This short plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropri statute and has be properly.st Gt , A .../ • Name: Eugene ene .oar e (9 a / feiltod p''9 6. /Pek /*/. e we, / oo s / • .c/ 99 ' QG'e' 66• ' 3'ef'cir6or /.acv 804 i% • ' G`� , / p j 40' I jir; '' Nowe 1 ;! i 03730 I' FC' j o, aS'if, (7 r \ . X /0 ` .�_ � ' �—.- • \ SG, 1-- .30.? . . D E�IIY -Q „G 9. ��;; ••.4 .3 /Gia' 571 ' fir.ea /vB / O 4 1 r6 ; 440.*• O - _.. .6'2—^ I e L. Map on File in Vault Direction: Plat ti Page of 3 AS THERE IS NO FIRE HYDRANT WITHIN 250 FEET OF ALL BUILDING SITES, THE DEVELOPER SHALL EITHER INSTALL A FIRE HYDRANT CAPABLE OF A 1000 GALLON PER MINUTE FLOW OR THE FUTURE HOUSES WILL BE REQUIRED TO PROVIDE INTERIOR SPRINKLERS, TO BE APPROVED BY THE FIRE DEPARTMENT. )) ) / CTr? pp KWILA APR 1 TU 61999 PERMIT CENTER City of Tukwila Department of Public Works NOTIFICATION. OF UTILITY PERMIT ACTION TO: Permit Center FROM: t Public Works Engineering DATE: June 1,1999 SUBJECT: OC 166 New SFR Parcel A of NW Development Short Plat L98 -0097 3726 S 142 nd St. Project No.:PRE98 -042 Permit Number: D99 -0121 Contact Person: Andrew Lobue Phone: (206)246 -5366 PERMIT FEE Access $ 25.00 Storm Drainage $ 25.00 James F Morrow, P.E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 1, 1999: TOTAL: $ 50.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /jjs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 City of Tukwila John W. Rants, Mayor Steve Lancaster, Director Andrew Lobue 12653 DesMoines Memorial Drive Seattle, WA 98168 Dear Mr. Lobue: RE: CORRECTION LETTER #1 Development Permit Application Number D99-0121 OC 166 Behind 3730 S 142nd St ay 3, 1999 Department of Community Development This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and • reflected on your drawings. I have enclosed comments from the Fire Department and Public Works Department. At this time, the Building Division and Planning Division have no comments regarding • your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No, D99-0121 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 431-366.5 PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 29, 1999 PROJECT NAME: OC 166 PERMIT NUMBER: D99 -0121 PLAN REVIEWER: ' Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Recommendation: 1. Submit a filled out King County Metro Residential Sewer Use Certificate form. 2. Submit a recorded copy of Water System Proportionate Fair Share Agreement, - two page document that was recorded as part of Nickels Shortplat, L98 -0097. 3. Show existing and proposed contours on plan (2 -ft intervals required). State amount of cubic yards of cut and fill required to accommodate proposed development. Show finished floor elevation of the new house. 4. Access road and drainage improvement plan was approved under permit No. MI99 -0045 issued on April 28, 1999. Please revise your site plan to match previously approved plans. Show sanitary sewer easement along east side of lot B. 5. Please coordinate with Tukwila Fire Department access and sprinkler requirement. Refer to shortplat condition which states: "As there is no fire hydrant within 250 feet of all buildings sites, the developer shall either install a fire hydrant capable of 1,000 gallon per minutes flow or the future houses will be required to provide interior sprinklers, to be approved by the fire department." To Tammy Beck From Chief Olivas 'Subject: D99 -0121 Date: April 23, 1999 City of Tu l Fire Department . he above referenced project is not approved for, the following reasons: Water availability letter needed Location of closest hydrant not shown .' There is already a home on 142 " with the address of 3730; provide an accurate site ;) p lan showing the location of the lot in relationship to surrounding structures Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Project Name: 0 c / b 6 ` Addr .s: , • , . 3730 S. // 74 Residential Building Permit Number: - e 7 . ? ? ° ( 1. Prescriptive Option W.S.E.C. Chap .. •, • eck building permit option used): CI I. 71 l CI in. 12 I. O. v. ❑VI. ❑VII. 10 VIII. 2. House Square Footage (HSqFt) 3. Heating System installed, (check system type below): ❑ a. Electric Resistance /21 BTU /h per sq. ft. CI b. Electric (forced air) /24 BTU /h per sq. ft. c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: 1 �' a. Make = ' /C ,w�Lr,� 1 '� 1 - r/1 1 S b. Model c. Size in BTU's 5. Calculation /(HSqFt) (see line 2 above) BTU /h X (see line 3 a, b, or c above) BTU Equipment Maximum Size 7/9/96 .,.04 ,�:k, CITY 0F TUKWILA Permit enter 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: H -6 \ fr THEREOF. I N C EL L .,.2 et) t C2;(eSc KS S " Fi�1, - b), ?r1 Return Address: City of Tukwila. Department of Community Development 6300 Southcenter•. Boulevard Tukwila, WA 98188 SHORT PLAT NUMBER Leo -coq CITY OF TUKWILA, WASHINGTON'' M � r ' Grantor(s) iv1ckELS L lAg K - Last Name First Name Last Name First Name Additional grantors on page _ of document. Grantee(s): The Public Assessor's Property Tax Parcel or Account Number(s): Legal Descriptions: Before the Short Subdivision: LOT 13, BLOCK 2, JAMES CLARK'S GARDEN ADDITION TO THE CITY OF.SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 12, IN KING COUNTY, WASHINGTON. AFTER THE SHORT PLAT PARCEL A; THE NORTH 157 FEET OF LOT 13, BLOCK 2, JAMES. CLARK'S. GARDEN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 12, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 85 FEET OF THE EAST 64 FEET THEREOF; SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 12 FEET OF THE WEST 22 FEET OF SAID SOUTH 85 FEET; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 8 FEET OF THE WEST 30 FEET OF THE SOUTH 139 FEET OF SAID,,OT.13, AND OVER THE WEST 22 FEET OF THE SOUTH 54 FEET OF SAID LOT 13, TOGETHER WITH AN EASEMENT FOR SEWER OVER THE EAST 10 FEET OF THE SOUTH 139 FEET OF SAID LOT 13. PARCEL B: • THE SOUTH 139 FEET OF LOT 13, BLOCK 2, JAMES CLARK'S GARDEN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 12, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 22 FEET OF THE NORTH 85 FEET THEREOF; SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES. OVER THE EAST 8 FEET OF THE . THE WEST 30 FEET OF THE SOUTH 139 FEET OF SAID LOT 13, AND OVER TH& WEST 22 FEET OF THE SOUTH 54 FEET OF SAID LOT 13; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE EAST 12 FEET OF THE WEST 22 FEET OF THE NORTH 85 FEET OF THE SOUTH•139 FEET OF SAID LOT 13. SUBJECT TO AN EASEMENT FOR SEWER OVER THE EAST 1'0 FEET W Y 9 PERMIT CENTEh Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this lf" day of e\ ,19 Chairman, Short Subdivision Committee RECEIVED • CITY OF TUKWILA Page I of 1 APR 1 6 1999 3 1 E ecember:21. 1998: { Randy Smith d O Caldwell Banker 122:SW,156t.St Seattle,.. WA 98166' City of Tukwila New File #L- 980097. 3730 S 142':St Dear Randy; In answer to your question_ regarding the internal.. sewer system required to serve your proposed short plat: You will not be required to install a manhole in the street. The existing 6" stub is adequate to serve the properties, which will be connecting to sewers. The sewer line you are connecting. into is a Val Vue Sewer District line. land Val Vue standards apply. Si nc DD /kh rely. Dana Dick Assistant Manager Val Vue Sewer District P.O. BOX 69550 SEATTLE, WA 98168 14816 MILITARY ROAD SOUTH MICHAEL J. WEST JOE T COLELLO DAVID L. RUITER FRANCIS L. SHEEN COMMISSIONERS T J. MATELICH GENERAL MANAGER DANA R. DICK ASSISTANT MANAGER 206/247.3236 FAX 206/242.16/7 PLA ACTIVITY NUMBER: D99 -0121 DATE: 5 -7 -99 PROJECT NAME.: OC 166 Original: PIan:Submittal Response .to Correction - Letter# 1 Response.. to. Incomplete_ Letter Revision # , After Permit Is Issued DEPARTMENTS: Buildih"g Divisio Pi Works ilti0c- Approved Approved 'PR.AOUTE.000 6/98 g retVA I KAINtiSLIP � Fire Pre entio G - 2 4 7 Structural h1 ❑ DETERMINATION OF COMPLETENESS: (rues, Thurs) Complete j Incomplete Comments: TUES /THURS ROUTING: Please Route k Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division X /cL —�8 Permit Coordinator st DUE DATE: 5 - 11 - 99 Not Applicable L No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 - - 99 Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: r„u a4'4v..nr:::; west #a Y#t r S`di° 1'R S ' 11111 i , Je UMBER: ROJECT NAME: OC 166 Onginal Submittal Response to Correction Letter # esporse to Incomplete Letter Revision # After :Permit Is Issued DEPARTMENTS: Building Division A 4 PubIi�WQ /Ye� � ��, 1%. 12! DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: TUES /THURS ROUTING: Routed by Staff I 1 (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I Approved with Conditions Not Approved (attach comments) V'R- ROUTE.DOC 6/98 /VO • y re Prevention 423 Structural Please Route CORRECTION DETERMINATION: Approved Approved with Conditions 4jr Comzi MI PLAN REVIEW /ROUTING SLIP Planning Division IX Permit Coordinator H-k DUE DATE: 4 -20 -99 Not Applicable n No further Review Required DATE: DUE DATE: 5 -18 -99 aerre fez # vaded 5 3 - -�9 REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) E REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division 35 Public Works 1A- -I4-0O Complete n Comments: Please Route Approved IKK VIII 1KW Yn :RMIT COORD COPY PLAN REVIEW/ROUTING SLIP CTIVITY NUMBER: D99- 0121 PROJECT NAME OC 166 DATE: 4 -7 -2000 .: S ITE ADDRESS: 3726 S 142 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: CORRECTION DETERMINATION: Incomplete Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved C Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 4- 11-2000 Not Applicable No further Review Required DUE DATE 5 -9 -2000 n DUE DATE Not Approved (attach comments) DATE: Revision No. Date Received Staff I Date Initials Issued Staff Initials I L I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials I Date Issued Staff Initials L I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials 1 Summary of Revision: Received By: . Revision No. Summary of Revision: PROJECT NAME: 0 C- I (p PERMIT ) :.ZJ or) ... 0121 Site Address: •1 2 1 0 S . 1 L-{ 2. Si Original Issue Date: to-7-99 Date Received L-1 00 i'lb ' } �i �y,)T.'��i'S'1 ��l�aeiJ;Y: iv?.�.+C�;- l✓:h`t ^:� +).?'. +' .1 "~�'���:�.��ii'� ii{�:`.�s�•.;.ri REVISION LOG Staff Initials Date Issued Received By: f' b1-u L C (please print) (please print) (please print) (please print (please print) ` Initials i Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: i ' Date: Plan Check/Permit Number: Nil 012.1 ❑ Response to Incomplete Letter X Response to Correction Letter ❑ Revision after Permit Issued Project Name: Project Address: Contact Person: Summary of Revi ricer E c7�.& - , Et Entered in Sierra on Submitted to City of Tukwila Permit Center CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 OG Bs1iM 3170 5 N2 9� Phone Number: c -. 7 0-1 :,c zt -, Cd C . , - . / c...-c-,-,, _ f'° — 'I ( 2 'T'-'- `yA"7 Lc — `z' '- ii.:.,-,n =LL,� t✓� j ' .ic�. ck z w ,r.:47, `7( "Cloud" or highlight all areas of revisions and date revisions. ,- Mat AV - oit rc /cam 6! S`ia G y s :it RECEIVED CITY OF TUKWILA MAY 0 7 1999 Sheet Number(s) PERMIT CENTER 3/4/99 ❑ Response to Incomplete Letter # G- „Response to Correction Letter # ir Revision # after Permit is Issued City of Tukwila /66 Project Name: Project Address: 3 7 0)4. 5, / ' 5/, Contact Person: f V a G c. /fp 7 Summary of Revision: %_ R t in e F E a -, sr/ u 6/v4E tc.)-, s Y2 7 11s 71, p,i,s f4sr E (F L1 ry i fOaI c ./- �n d eo F-y L s;Z t),•'- Groil 'ASV Si-of' S, f i 'tz 1rl i/1 rE 1 ( ?3 ' "vO SCdf John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I — 7 ` Plan Check/Permit Number: •D'F7 — / Aft ;tic 7Z Alf: /G— !il d2 S 7 ) 1 1 . . . L . /VF (ti /'E 'm E x,3 i).V 6 (' TC M Q4S;ek) RECEIVE CITY OF TUKWIL AU .. 2O3 PERMIT CENTER Phone Number: ae6 /& n (It y p, - T4 - 7 - V P ve, / / 70 /in) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Q Entered in Sierra on ` 4 — `Ov 06/29/99 MOO Srnrthcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D99 -0121 (511) Re: OC 166 - 3726 South 142nd Street Dear Sir: May 24, 1999 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works ' Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) PS 4404 • Fax (206) 575.4439 Page number Yours truly, City of Tukwila Fire Department - cc: TFD file ncd travel distance from the nearest hydrant exceeds 250 feet. John W. Rants, Mayor Thomas P. Keefe, Fire Chief 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Part A (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ja Short Subdivision ❑ Rezone Proposed Use: A Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other AINIc/... ei.4, ) Applicants Name: / Y lL) 4 V LIAMCJvT Phone: 1-16 _5 4 zip ?,,„ Property Address or Approximate Location: /!p 3 / 37- Legal Description(Attach Map and Legal Description if necessary): L. ar /3 ... .1k v2 TL. * 9909 I S - - 75 ` ,A i C,lN�k Cy IVI_ - 1,- ,,l 'd Part B: (To Be Completed by Sewer Agency) 1. 51 a. Sewer Service will be provided by side sewer connection only to an existing 6 // size sewer 9a feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral 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) 51 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. 51 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: av cn GFC: $ S'51:9 SFC: $ // ` � UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: 1.3 Required I May be Required RECEIVED c. Other: CITY o� TuKw1�q APR 1 R 1999 PERMIT CENTER CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY By 'WORKINO TOWARD A AE ENVIRONMENT w SEWER DISTRICT Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of sign tur . e Asst • fr1 Title 14816 MIIII y Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 i t/ /d /f Date PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 1 . 30 c --10 1 - 1 - t-,X---k.,-31 ti OwnerInforthation: :.'.' -1.- • •.' • "' -:. • ..• • ' • - •••'• •: , A•ent/Contact Person: ::::r:•*`,..%•":':; . r.*,: . :. '' •.. . Name: mi - "u2gjzkptnpxtrabj - Name: torpLi 5m 11 Li Address: 121 3Th2 4e So q8i( Address: poamc Ceo_qQt8 Phone: - 10G, 2_44 53 Phone: ?_Co to LI- 1Q..3 This certificate is for the purposes of: C3 Residential Building Permit 13 Preliminary Plat rill Short Subdivision El Commercial/Industrial Building Permit CI Rezone El Other Estimated number of service connections and meter size(s): / 5 bug le Frttivir i RE Vehicular distance from nearest hydrant to the closest point of structure 3OOft. ' Area is served by (Water utility district): I )4 Owner/AgpSignalure: a4,44,....., ---&,, - 014 Date: 712 PROJECT #: I I n nne /c (I. 4.or CITY OLTUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 H-11a Certificate of Water Availability (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 bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 9net e (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.(3( gpm at 20 psi residual for a duration of 2 hours at a velocity of I 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. C2.134.) k,C rytei.x Agency/Phone By Date PART C: (To be completed by governing jurisdiction) Water Availability: 0 Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in item C2 arevrieRErrVuERNILA CI System isn't capable of providing service to this project. 11 1 6 1999 Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) PERMIT CENTER Agency/Phone By Date P..SG I S'rERED AS : PROVIDED '77t .. LAW . AS •' . , GEDTE.T%Ii . • '-'. • '. ' ...,, :.: ''.:' ' ,,‘ ,: IZEG I ST .; ' ';', ' ' - - EXP .- ' DATE C.Cd1 •- - :1\TOR'illiD*09306- 09 116/1999- : • * ' : '-, ''' ' : flirFECTIVE DATE - -'' - 0 9/26/199I '- :',' . , "', • -; ' - 1 ' DEVELOPMENT 1412 SW 102ND 400 SEATTLE WA : 98146 k \‘‘ •gp', • Efofriffort- • l : - `i JUN 0 i - 71.(12,N DU t .D OCw04 e mrs 011'114. A,1) 'ili1 ..1J• • FOR Pt4 1C i r FRA 51744crkae . .. I N t .d.1.1 R EQ I - - D , "p;� /O T� F17'J,' • (t✓ € ! 516100P F: ©F. MZ q9- 0043 • 0,11'Y FTUKWILA MAY:,- •7 1999 °. i 4 • AIN LEFT ELEVATION 1/8" 10 GRANE NC. PAS TAKEN EVERY EFFORT To INSURE TAE AccURAcY CF TPE ATTAGPED DRAWINGS, PoWEvER IT IS TPE FZESPONS 1E3 IL TY OF TI-4E CONTRACTOR TO CI-IECK AND VERIFY ALL D IMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. c1-11tidel 1J-D - The Contractor She Check and Verify All Dimensions — !I_ REAR ELEVATION 1/8" 5 p 645144 stiAk-S 1 FRONT ELEVATION 1/4" NOTE! Contractor 'to check and verify soil and slope conditions prior to construction. CRAVE DESIGN shall be notified of any changes due to Conditions on site. 11 12- 12- 6070 lir? Date RIGHT ELEVATION 1/8" ENE= "••• !NENE Imo mass mi MIR MN I NM= IIIII EMI En =IN 01 'ENKE 111 fl i Emma ti IEENE 11111107.111111111111111111 tZ MP= 8070 01-1O I t: Flon cra cc :3 cmiszicn cJ cf plo7.3 not authorize the violation cf or.y a:: code or ordinanob. Receipt of contractor's copy of appro ) o. FlLE COPY r PZFIMIT _CARED FOR: DivIECHANICAL EdLECTRICAL HOUSE NUMBER OR ADDRESS TO I3E POSTED AND PLAINLY VISIBLE FitoM STREET FRONTING STRUCTURE SEISMIC ZONE: 3 WIND SEED: ao mph WIND EXPOSURE: El OCCUPANCY: R3/U I D99-012-1 RECEIVED CITY OF TUKWILA APR 1 6 1999 PERMIT CENTER All Ideas, Designs. Arrangements. Drawings and Plans Set Forth On This Sheet Are The Original Work, Product 01, Owned By, And Are The Property of Crane Design, and Use Of This Said Work Product la Limited To A Specified Project Of The Purchaser. and For The Construction Of One euildIng, Any Use, Reuse or Diecloaure Of Said Plans, Reprod,clions, Ideas, Designs And/Or Arrangements Other Than Crane Design N Strictly Prohibited By Law Withour The Written Permission 09 Crane Design. 8 a; 4 c v,a; 3 52 2 7, 0 < e fx) 8 2 G to co " Plan No. 022891 Lbctltlod MInln(titt at .23 *4 Kitchen tan 100 CFM 9athroom tan( I So CFM Laundry Iasi 50 CFM whole house tan' (choose bne t'T�) 0 ® 80 0 50 CFM (i -2 bedrms) CFM (3 tedium) too cMM (4 bddnnsl ->ciA 01 J 6 _ .- ii-yALLJE - . I'l OP, I� VaLt - � 9 I I J J, . L - 1Z - i'-; - F' • kL_L_ hJi- J I-- fz -1 e9 firer It...a- 11.1. - 1 , 6oLI(// I lr - 12 - 3v A 4 r:2 ( >,w LIVING � I �QIJb Iii L IID�/ U tt' BEDROOM #2 IVIMED NOTES: _ N N 0 I. ALLExTERIOR DOORS IC BE b' 6' N1G4 -4 x WIDE('HINJ UNLESS NOTED OTI- IERWISE 2. ETERJOR DOORS TO NAVE MAX. 1 e • STEPS WITH MIN. 36' DEEP LANDING 3. PROVIDE FI • ALL CONCEALED DRAFT OPENINGS 4. ALL SHOWER ENCLOSEURE DR. TO OPEN ot1T IN NOT SLIDING TO BE SAFT7 GLASS. S. PROVIDE bx POST OR b' CONC. CURB TO PROTECT POT WATER I- IEATER h FURNACE FRCH vEHICLES. l ; -- The Contractor Sh& Check and Verily All Dimensions - -" I It MAIN FLOOR PLAN 114" , , pe r , k OKE DETECTORS TO BE INSTALLED N ALL 1- IABITABLE ROOMS. ALONG WITI-I DETECTORS CENTRALLY LOCATED ON AL FLOORS. NOT WIRED I INTERCONNECTED WITH BATTERY BACK -UP SMOKE DETECTOR 4 -l 1 °fir BEDROOM #3 �1 �hi F(w _"%' (1 )I i c �•-oa LI'• � t�� GENERAL NOTES * All heddere to be! Cx8• bt 44 or 6x6" DF41 (2z6' stu walls) unlash otherwise noted. 1 311 exterior ! garage warm Willi to Be 2x6" studs. * Contractor bhall check and '4rify all d4.menbions prioe td construction. 4 See sheets S -1 through 5 -4 or coustrdction and nailing • pecifications. ' * All interior walls over 5'0' rifer to typ. inter. wall • Sheet S - Gddtte s & downspouts to be provided as required by code. DI,!. foie~ under ail parallel walls (2f over 5'0' or 6'0' tbdt do not stack over walls belod br special beams) aged nn l together with a 1&d ¢t 12' o.c. atilt/gyring between members. 4 All bolts mgst extend 3/4' min. above double or single mudsills for washers and nuts 80 cfnt whole house an with 24 hour timer switch, hot wire and undercut door for air passage. CITY OF T -,,Ttl APR 1 6 1999 PERMIT CENTER 12 17 (a I 1 704 t 6/L.&ZIRrLi 157;. RECEIVED CITY OF TUKWI All Idens Designs. Arrangements Drawings and Puns Set Forth On 1 his Sheet Are The Original Work Product 01. Owned By. And Are The Property oI Crane Design, and Use O' This Said Wor4 Prcducl Is Limited 10 A Sneciired Protect DI The Purchaser. and rot The Construction Ot One Funding. Any Use. Reuse or Disclosure 01 Said Plans. Reproductions. id ?, Des.g' s And /Or Arrangements Other Than Crane Design Is Strictly Prohibited 11y Law Without T he Written Permission cl Crane Design. rr rr a m o O E � N a n 41 r , Ns p) o m o "�mo tnY U W •E Plan No.` ,£AZ t 1 • X1'1 (4) 7/L • SST1a ')1c' ,I : : � I 2 101 srr r r >rt Et?1 ki /I4.II Lx *lI L 0-x, wiumulPSIEWIN D ® A4tv:-17 5 WIC MI HOLDOWN SCHEDULE 9 14 --- The heel, n,l ,mrnsinns _ LOWER FLOOR /FOUNDATION PLAN 114" , note* See eh't. S3 —e: fur numbered references f4A I I 11 -G I I( r- 6,1.(011 Fr9r FY6# • Crfp) 1 ,ir it 11 . ra I co APFROVED T 1JKWILA APFROVED JUll 0 , 1 `3 k; r'Llirll r ;, ,- _ ;,,:, , Ut4 Dc1 -TloN 't .TYrt1s Bp'PwIEt 'For- tEc Stkcwrl or& - l - Tt oNS ?t%L 4-ket - -4't - fi Arl r 5 wrA�L , — At762- _ Rare CotI017700S fe ., "o G 66z1301177 M ‹.0 M ‹ . 0 4 0 o G , (J . IJ., c, 1 RECEIVED CITY OF TUKwILA APR 1 6 1999 PERMIT CENTER All Ideas. Designs Arrangements Drawings and Plans. +On This Sheet Are The Original Work. Product DI. Owned By. And Are The Property of Crane Design, th : s:'d We rr.d, t +s t irsoed to A CI,,,,Ad P'oi 01 the Purchaser- and For The Conslruchon OI One 6uIIding; Any Use, Reuse os Disclosure 01 sa-f. And/O A•ra••()r•ments Other than Cann DesignrsStrictty tetedByLowWithoutTheWrittenPermtssbnofCraneDesign. i cx Sheet 3 of 5 .tIENEaAL NOTES I Ali htieldokfi id bat girt#` tit •� or 6x6" bt /i (2x6' btu wd1tB1 d nlbd8 othfrw ee noted. t All enterior t garage warm walls to IA 2x6• (studs. + Contractor shall check and verify all dimensions prior to construction. 4 See sheets S -1 through 5-4 for construction and nailing specifications. All interior walls over 5'0' refer to typ. inter. wall sheet S -3. ■ Gutters c downspouts tb be provided as required by code. ` } joist under all parallel walls (if over 5'0" or 6'0' that do not stack over walls below or special beams and nail together with a 16d at 12" o.c. staggering between members. ■ All bolts must extend 3/4' min. above double or single inudaille forwasherd And nuts: ' (4) 7/L • SST1a ')1c' ,I : : � I 2 101 srr r r >rt Et?1 ki /I4.II Lx *lI L 0-x, wiumulPSIEWIN D ® A4tv:-17 5 WIC MI HOLDOWN SCHEDULE 9 14 --- The heel, n,l ,mrnsinns _ LOWER FLOOR /FOUNDATION PLAN 114" , note* See eh't. S3 —e: fur numbered references f4A I I 11 -G I I( r- 6,1.(011 Fr9r FY6# • Crfp) 1 ,ir it 11 . ra I co APFROVED T 1JKWILA APFROVED JUll 0 , 1 `3 k; r'Llirll r ;, ,- _ ;,,:, , Ut4 Dc1 -TloN 't .TYrt1s Bp'PwIEt 'For- tEc Stkcwrl or& - l - Tt oNS ?t%L 4-ket - -4't - fi Arl r 5 wrA�L , — At762- _ Rare CotI017700S fe ., "o G 66z1301177 M ‹.0 M ‹ . 0 4 0 o G , (J . IJ., c, 1 RECEIVED CITY OF TUKwILA APR 1 6 1999 PERMIT CENTER All Ideas. Designs Arrangements Drawings and Plans. +On This Sheet Are The Original Work. Product DI. Owned By. And Are The Property of Crane Design, th : s:'d We rr.d, t +s t irsoed to A CI,,,,Ad P'oi 01 the Purchaser- and For The Conslruchon OI One 6uIIding; Any Use, Reuse os Disclosure 01 sa-f. And/O A•ra••()r•ments Other than Cann DesignrsStrictty tetedByLowWithoutTheWrittenPermtssbnofCraneDesign. i cx Sheet 3 of 5 FLOOR FRAMING PLAN �i D - ply - r<, ire#' F_r✓ I• 1: 2LE#7 FRAMING PLAN LABEL NOTES: A, ALL FLOOR JOISTS TO BE 2 XIObra # 2 OR BETTER AT 16" O.C. B. BRIDGING NOT TO EXCEED 8'- 0 "O.C. PER UBC SECTION C. SOLID BLOCKING NOT TO EXCEED 10'- 0 "O.C. PER UBC SECTION D. ALL BEAM FRAMED IN ABOVE PLATE TO USE MFR METAL MANGERS, SIMPSON OR EQ. ,4 t OF Ts ' AN: p1,. . JUN 0 4 12:E9 At) PERMIT CENTER COPYRIGHT © 1994 CP,ANE DESIGN. INC. . ALL OBS UP. BE EN , .'OD ND RECEIVED CITY OF TUKWILA APR 1 6 1999 tn z ci rn d 3o 7 o .. co Q (7, co O 0 =p_10 'N co (7 N cc a, C Y 0 rn C N Y o Q u °' , ci co O Qc co c o t o Y N U I Drawn By: Date Sheet 3 of 5 Plan No. 022891 I � � Ud -r;-7 G am °i The Cor•,tractor Shall Check and Verily Alf Dimensions.— ROOF SHEATHING TO BE , /z " MIN. APA RATED (2410) WITH 8d COMMON NAILS SPACED 6' c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON - H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN 141" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. ROOF PLAN 1/4" Motet See slit. 53 -a for numbered references ►�, I �; raw �;� : �i R �I-kF 0-0 -1 ; 12- dt-i 12 1 o4tel-IAJ 4 . e MUSS NOTES 1►a1i citry Staudt. stamp t be Installed t braced to manta. Ispeee. Will not be field altered witiout prior b iiding bept. epptoval of engineering Cellos; Shall Have design detalie C drawings on alts for field lnepec�ioot. kli beanie t headers to be 6 x ># I O.N.O. trovide acreehed blocking over I edppbrtib . Shaded areas - frame over. - liF6 CITY OF T UOI A APPROVED JUN 4 JUN h F, RECEIVES CITY OF TUKWILA APR 1 6 1999 PERMIT CENTER Ail Ideas, Designs, ArranQemerxt3, Or•wings and Plans Set Forth On This Sheet Are The Origins! Work Product Or, Owned By. And Are The Prop;uty of Crane Design, and Use 01 This Said Work Product Is Limited To A Specified Project 01 The Purchaser, and For The Construction Oi One Building, Any Use, Reties or Dleclosure 01 Said Plans. Reproductions, Ideas, DesignsAnd /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Lew Wlthoui The Written Permission of Crane Design. Plan No 022891 ATTIC VENTILATION CALCULATIONS • - • 0 4`-r -•-SA: RaF ft/` �'( $I /A- Q: y �7 � (COGS F E,+ayE- -1� ILiv LLG.Gp•�,1 (tit �IAl - r %A LP "iv, Ra'F' i A .S I , Aiee, C '11 a 1 v- f II (I RGa"F' • h -641 leV 1 I NOTE& -LAVE VENTING. TO PROVIDE 1./In2 PER UNEAL FOOT (PI 9 -RIDGE VENT TO PROVIDE Idtn2 PER LINEAL FOOT -ROOF JACKS TO PROVIDE dlln2 EACH MIN. 24 0. -ROUND GABLE END VENTS TO PROVIDE THE FOLLOWING In2 (MIN* - 12 I � � Ud -r;-7 G am °i The Cor•,tractor Shall Check and Verily Alf Dimensions.— ROOF SHEATHING TO BE , /z " MIN. APA RATED (2410) WITH 8d COMMON NAILS SPACED 6' c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON - H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN 141" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. ROOF PLAN 1/4" Motet See slit. 53 -a for numbered references ►�, I �; raw �;� : �i R �I-kF 0-0 -1 ; 12- dt-i 12 1 o4tel-IAJ 4 . e MUSS NOTES 1►a1i citry Staudt. stamp t be Installed t braced to manta. Ispeee. Will not be field altered witiout prior b iiding bept. epptoval of engineering Cellos; Shall Have design detalie C drawings on alts for field lnepec�ioot. kli beanie t headers to be 6 x ># I O.N.O. trovide acreehed blocking over I edppbrtib . Shaded areas - frame over. - liF6 CITY OF T UOI A APPROVED JUN 4 JUN h F, RECEIVES CITY OF TUKWILA APR 1 6 1999 PERMIT CENTER Ail Ideas, Designs, ArranQemerxt3, Or•wings and Plans Set Forth On This Sheet Are The Origins! Work Product Or, Owned By. And Are The Prop;uty of Crane Design, and Use 01 This Said Work Product Is Limited To A Specified Project 01 The Purchaser, and For The Construction Oi One Building, Any Use, Reties or Dleclosure 01 Said Plans. Reproductions, Ideas, DesignsAnd /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Lew Wlthoui The Written Permission of Crane Design. Plan No 022891 1.1A. -12 hi(!-. GL E r -mot - J JL r c-� t3V l roll I O udi It�L PER I I v r3-Wr r2 .r Jb _DX �t, EA 11rt� kit 112V 2Xta JSr , I� Gx14 �{n ` L-tpOG s�►!s I c c c sac hll� _ � �.�s�.. i �ICi�i! IN 11111 ® I Pro 1 uldoER 14X32 U r e- - 7 El SECTION THRU 114" I2 THROUGH BOLTS TOP SLOPED FOR DRAINAGE IOPT.I \ BALUSTERS RAILS 4 MALJ a rf- ,- 4r M - 1;?7 T 1 P(7 ¶ t" +4 STEEL POST ANCHOR BOTTOM OF POST ELEVATED ABOVE CONCRETE FINISH GRADE t-- DRILLED HOLE FILLED 1 WITH CONCRETE J _ • CITY Or 1 - Ur fA la r �r wRovED 4 1 ¢14 RECEIVED CITY OF TUKWILA APR. 1 6 1999 ;VERY EFFORT HAS SEEN MADE TO INSURE THE ACCURACY OF PERMIT CENTER THESE DRAYINCS My CRANE OESICN INC. , HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY At DEMENSIONS PRIOR TO CONSTRUCTION. All Ideas. Designs, Arrengernamis. Drawings end Plans Sel Forth On This Sheet Ate The Original Work Product 01, Owned By, And Are The Properly of Caine Design, and Use Of This Said Wort 1'roduci Is Limited To A Specified Poled Of The Purchaser. and F,n The Construction Of Ono Building, Any Use. Reuse or Disclosure Of Said Piens. Reproductions, Ideas, Designs And/Or Arrangements Other Then Crane Design Is Strictly Prohibited By Law Without The Written Permleston of Ors. Design. u. cAtE gat Drawn By: Date Sheet 5 of 5 Plan N 022891 I rinse I c c :rjn Ins . t,. 'r r e!, , II Lego! 1 ;1g10 • u .. •a unu hJ LJ,t f? 5 ' lr2Y & i i 10' i.il UII I llic> ;Acct L ul:Ject. to Li ,ttinal I rpce radon. 1 I Eon - 411 �f?aY FILL. 4�1 t?t l lb t;it- . I +ter^ el' (3)#'i icy! G- 4' ®G- PARTIAL FLOOR PLAN 'Contractor Not - All dlrtren &lone Shall lie Checked And Verified rrlor la Construction. • - =ROOF SHEATHING TO BE I /2 MIN. APA RATED (24/0) WITH 8d COMMON NAILS SPACED 6" c/c AT PANEL EDGES AND 12" c/c IN FIELD. USE A SIMPSON 1H2.5" ANCHOR AT EACH TRUSS OR RAFTER OR AN "H1" ANCHOR AT EVERY OTHER TRUSS OR RAFTER. k . TR 7777 rr te - .... 7 ......r.. PARTIAL ROOF FRAMING PLAN - 1/4 H CIT OF I Wii Fr 1 4„. 6070 0t-1D 6.270 �lli7 �� -- •-V f � l PARTIAL FRONT ELEVATION 1 4" ty.) to Peni'der rl rry t - 800 Pc'18 '12t JUN 0 corrFlcl tT RECEIVED CITY OF TUKWILA PERMIT CENTER SHEARWALL SCHEDULE 1.2.3.4.6.7.8 NARK DESCRIP SHEATHING SHEATHING EDGE NAILING SHEARFLOW NNUNC REMARKS Q SW' 15/32' PLYW'D ONE SIDE 8d'. o 8 a.e. 16d 0 8 " o.e. //�� L \ 15/32' Piwt'D ONE SIDE 8, v 4° o.e. 164 0 5 1/2 - 4.c. I F' - Ei�'7 / _ L Pt-F R� &5 � 3X 5(U. it /: u � 15/32" PLYw'0 ONE SIDE 8d e 3 o .e. t6d O 4' o_e. SEE NOTE S. L Sw4 NE O S SI er ONE DE Bd O 2" a.c 16d 0 3" o SEE NOTES u'Ass 3X vu, ft SINS ywD 15/32' H SIDE Bd O 4° 41 ' c ' Z w55 i /2 o.c. SEE NOTE S NOT USED 6 EACH SIDE O Bd O 3 o.e. 26ROW54 o e SEE NOTE S. NOT USED A SW7 1EAC5/32° ii SIDE W' PIYD 8d a 2 o.c. 1 2 6d ROW e 3 c.c. SEE NOTE 5. NOT USED III e(; II Light Iu I.I;II r•I i; Il I )II I I Ilr e 1 , uI•Ir•cl I1) (t iIII !I T1 I 1 o•ccul IOII. T Ise_ 4 14 r )(rib1 rr� s 'Contractor Note - All dItttenslotie Shall 13e Checked Arid Verlfled rrlor To Co)15tructlon. O LEDGER DETAIL SHEARWALL ( TYPICAL FLOOR TIE DETAIL t I t SHEARWALL PER PLAN IBM JOIST SHEARWALL EDGE NNUNC 20" MIN, @:: FRAMING DETAIL SYM. I AB'T CONRNUOUS HEADER 1 1 i 1 5- %8 ,Y12 GL 24F'4 ed 0 Y 0.0 2 ROWS FLOOR SHEATHING STRAP TIE, SIMPSON MST27 W/ (I6d) 8 CA_ a 2-1/2" NAILS (MAY BE APPUED OVER SHEATHING) 7 /I8- SPAN RATEDSHEAMINC 2 MIN.. /'Rd0 3" o:c. 2 ROWS 0 ALL SHEATHING EDGES PUTS NMUNC SHOWN. ALL EDGES BLOCKED. HOLOOWN• PER PLAN I/2° dld. a 10 LC. AB. (2) AS SHOWN CONCRETE FOUNMRON WALL P - 4 F is DOWEL - 6 z FROM FOOTING INTO WALL AT EACH HOLDOWN 0 LATERAL rtts I NAIN T PANEL (3 P4';(c3 1A5ED) BOOR JOIST (JOISTS PERPENDICULAR NDICUI TO wALI) 246 P.T. SILL PLATE ■/ UUOSILt ANCHOR PLAN 41(.(. Pt- V/ 5(ri 3 & 6w4) FOUNDATION H/ RERIFORCEUENT PER LOCAL JURISDICTION FLOOR V TOP OF FOOTING v (2) 2.6 OR 4a6 HOLDOWN STUD TOP OF CONC. WALL v' 21 BLOCK EDGE NAJUNC SHEARWALL PER PLAN SHEARWALL PER PLAN 2I :: HOLDOWN DETAIL ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER O TYPICAL ROOF TO WALL CONNECTION (SR I C NOT SHOWN FOR CLARITY) USE SHEARWALL EDGE NAILING FOR CONNECTION OF SH7'C TO HOIDOWN., STUD (TYP.) STRAP TYPE HOLDOWN PER PLAN SM. I A9'T GGNI JOIST P.T. SKI PLATE H/ ANCHOR BOLTS PER TOUNLUTION PLAN FOUNDATION WALL t4 MIN. REINF. (PER HOLDOWN WWUFACTURER'S REQUIREMENTS) )4 BENT AND EMBEDDED IN TOOTING CONCRETE TO011NC SIMPSON Ht AT EVERY OTHER TRUSS OR RAFTER �� EDGE NAIUT.y RIU JOIST PLYWOOD FIRER SHEARWALL EDGE NAILING SHEARFLOW NAILING PER SHEARwALL SCHEDULE O FRAMING DETAIL (OPTION) PLOTS SHEATHING FLOOR JOIST (P RE UAYos TO WALL) 216 P.F. SILL PLATE MUOSITJ. ANCHOR PER PLAN (16. 5IU- * . }' 5W3 8 FOUNDATION ./ 5V44 RERIFORCEYENT PER LOCAL JURISDICTION 1. SCHEDULE IS BASED ON 1957 UNIFORM BUILDING CODE_ FOR SEISMIC ZONES I • '_ • 5 AP'y ` • - AND ON WOOD FRAMED WALLS WITH 244 (MINIMUM) NEM -FIR STUDS C 24" a.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOST OR OSB. f) 3. SHEATHING THICKNESS MAY BE REDUCED TO 3 /B- OR 7/46° PROYIOED STUDS ARE °F 'i U, e 16' o.c. mAX1 TAMPA . 4. SHEATHING IS TO BE DIRECTLY A?PUED TEl STUDS AND ALL EDGES BLOCKED. .._ 5. STUDS ME TO BE SINGLE 3° NOMINAL OR THICKER AT ADJOINING PANEL EDGES " =' " L- AND SHEATHNNT NAILING STAGGERED FOR '.SW3. SW4. S.S. S & SW7. 6. ALL NAILS ARE TO NE COMMON %IRE. 7. SHEATHING NAIUNG AT INTERMEDIATE SUPPORTS IS TO BE Bd 0 12 0.0. EXCEPT ._tke IF SHEATHING THICKNESS IS 3/8" OR 7/16" AND STUDS ARE SPACE. NA 24 0.0.. T•W B. SHEATHING LS ARE TO RE DRIVEN SO THAT THEN/ HEADS ME FLUSH W1TH THE SURFACE OF THE SHEATHING. 'kO IRA To reorder I'{an5 I- b00 -P1& -5'121 COP YRIGI IT O wow C OF T UK> ILA RECEIVED CITY OF TUKWILA APR 1 6 1999 PERMIT CEP, Ni Z u to � c 6 5 c° § • M d rn ~ i �I'Fg � U 4 g . F r 4 iv I 1 CRANK DEMR1N. INC. penowts ALL LEGAL NOM' To MAMMAL CN tH $ *Nett - SUBJECT To tottim t. Invosectrnot4. IS.d • 12' O.C. bd • 6' O.C_ MAX -� 3 ad 6' OC. EACW 4' rE(F. DR( TILE SET N GRAVEL GRADE P STEM I FIG. NOT MONOLITHIC USE '4 DIA. (' ERT.) MBAR • 10 OC. 3 STAIR 6ECTIONO RIM JOIST 3/4' TIG PLY. EWT. OR O.E$. R -19 BATT INS. FLOOR JOIST PER PLAN ler WA DIA.x le' 4 i1lt/ , K7'tpa WiV��i -ieec? •P r4k O W it I l ) 17'' erk.CC'rticC..h'11111 tc(- ttsrnIsitOr 2.0' HUD 5ILL I1' 4} i tir_ FO'Z Co MiL. vlbOUEEN vAPOR BARRIER 12' CLEAR BE. AN TO EARTN 18' CLEAR BOTTOM OF JOIST Ptt.J. TO EARTI -1 2 - '4 corn. RE EAR TYP. ONE STORY FOUNDATIONO 2.6 STUDS • I6' O.C. NN.Jt7 ZAJ L . L NAaJt: tL , e' J} D N PROAEGT MGR TT-I'(1 31121 pJt ' Tub Cta •T?.Irt D t.1` ` Z SP - r I ita 4J I v2 ' 1 T t I NT Wf.LL 4 TN L c I L r loon, '2. Icnrr.9 1 WJtpWP FL=2T1G1 - 1 or 1.1.4 i1,1Z. 611OULD Nor DG (� * fl'4J tV ott. More TI L IN cores., - e TIci - tA L D' -i U151 - 3EGrIDI IGiXi. lit IJEWEL ( crz SAFETY I TEkHWiJ&LI - Fx.Tto ( Ie 9LtS r><€xrt€1 L.TG r IRe f31.Gr..i0-Jo.0 Fl2oviDE FIRE ELLCeve`G i t c.01JG 1 .6.0 'API G ETk1[LI v 121�4 -e,t2 . 'jjTC • LJ oP A 5t � t7rrci - t CF nie P-44-1 F ndeei -1 - (n 14-01-1(.. } - id tle., JI T1- FLOOR "CONIhACTON NOTE - AN Dimensions Sh&1 S• Ch•ckp And VMf•d Prior To Coneieltcr I6d • 8' OC. led • 4' OC. Ed • 4' OC. MAX 113-IERE BRICK vEN. - rrOvIDE 4' LIP 6 LNDER JOIST ' ' - =11 - MAIN FLOOR LINE- i•-4I 1`iFe 'x 604. o,z [!' LA(t1L3'b -\ xlu ex J Ja 7 1 1 It/ .G. / / CLOSET OR STORAGE BELOW STAIR FLOOR J019T DEL. JOIST LEDGER I6i F RIM Jolet 3/4' tk3 PLY. ENT. OR 0515. R -I5 INS. FLOOR JOIST PER PLAN tYP. TWO STORY FOUNDAtION O E/e DIA x ID AD. 1 �'1v' t r .7_ a K2' I l•i�t1 r r 624 MAX. OZ. 1 WITIJIl( t1' Oi' CORNER. WO h1 JJ. - f ET J1 2.6' P.t. MIJDEILL 11' pIAI tT FOR PJ�tyl NIL. VISAUEEN (14 - A: - k) VAPOR BARRIER - >4 CONT. MBAR At11C INEULATIGN R -3S ELEc. IREEIEt R -3?1 GAS (T1-1ER2 NSW- W/ EUUIV. R - vALUE To BE USED IN ATTICS tUWERE CLEARANCE NOT AvAIL. FOR E4TT.) 1/2' GEE (tYP.) Hill ''A ' if ex t1JbEx LA'TI"t T U.N.0 - GLUE) HALM (IO • 6' O EDGES 1 E1 LocKWN3. IC O.C. FIELD - ?Tr.) ID. 324 R -I9 MATT INE. W/ vim. FLOOR JOIST PER PLAN tYP. WALL. sEctloNO PER PLAN I2' 1 7 M R 2x4 ETUDE • 6' OC. 1x4' P.T. MUDSILL 3A�iX tizJ am. Et` 1W 1I2' OIA. x to. 4.1, pi o c P e 4.4.1,1/ tJ• . conic. EELAE OVER >z t rzt E '4 c�tr K,a t•►t DOOR FRONTS WIttI NOT LESS TI-IAN (2)13/8 x Im' A. PLATES • SWEAR WALL OVER 2' WIDE 7YP. CsAI�,AC�s� pOUND,471oNO NOTES. 1. ATTIC VENTILATION I /EE OR I/300 OF 9PA.CE - SEE PLANE FOR ROOFING CONST SEE rR PI. AMING PI� 1 LEv tf V MIN. /ItJ k . O I.a -w e FPUEL FLAcE..D pist�Grlo t t o F F JiP. TO D �€1 7t. rP L EJ-11t' Jo B'�Na e.L. 1 u � T • L e. I Grt -lekAt w/ / � . L.r .Ea2 - riPIIC .L U.110 1' S1°rcG ro >tTp�JD r-tIIJ. 12' AeovE. IIJSULI,T€q � . 511 112.9 IIUizgIC � -1 6 2-D O.G. oiL NI e q D' etc. - 1'17! ' 111 . � r'i fx( ' D1 ze-K} W/ e t EIJ - T n Ito., I E.& et-Iet-11". To TRU' oR J TE12 rt I� ceIJT: Roll o' E' t200F 51IElTiJ€IJb lIL 11c. a U ' OL M1j[_ 1.0 I .E. CEDAR FASCIA W/ coNT. MTL. GUTTER DBL. TOP PLATE t� D�tz - t 1-J kIITID04.1 - r .lrL�-1 Ext. WARM WALLS - 2 x6 STUDS • 16" 0.4. OVER R- ISLEATT INE. W/ VAPOR BARRIE� 14/ III 1 /111' , .r,4 R/ve`v v-It�e.TtlI1Jri ( P i.r t-1 I4 a U1 - >r� 4 IDII- Ip•D -It liPLl, pU€Lai1Ci f A CE. LT (3er14EEU S4DIL1 ! 4{.141.1, f l A11.II i tt'irAL A U EXT1! rzlclz t4ALL3. 2x tc71"a t�E r-1 P.T 2. Iz€M JcIST 171 0K 51LL - r rot2 'f}lcr rclnlcY nil Iarr'4 t7-�� E)(TT ���,J1 �Ip12 kLLUJ O � r LA 4 , f � D F tA - oIJ 'H . 2. INTERIOR WALLS TO BE 2.4 CONSTRUCTION TYPICAL EXCEPT • • PLUMBING I GARAGE SEPARATION z TA Dclq ( 7YP. e,4sEh1ENr sL.dB 3a STEM WALL GRADE 4 T1'P. EASEMENT SL,45 of '1t1T1l1l1lltill �'l ?lll ! I �vE E LJ1rc j i W! L Ts 0 (46 1. 6 1-1 1 .0 N er t Aei- .s 1q(b ' �� ft71) rteiR!',. t- ' b )- * { ?cF R F(OKIZGI tT.LL - � 122-5: 442. G lu aG. c'2> -4 I=tl )z - cc irtatiod 2x6• r.t. rvDEILL to, b /q ~`DIIA. x•It; Aa. tl C.(ilrs� Krld x'L , l 0) - 4 c ur t A.c 12 of .LL EN TWERMAL BREAK 4. CONC. SLAB OVER 4RAVPL W L . L1 .s- IJ a. x 1.17. M. 111 5€ \-R -Im 'RIGID INS. • PERIMETER #.} `2►2r C I (trO c. W A L T I(G1'JK4 i - .4 CCOT. REEAR JUN J � J 4 �pPJP°�O t E t�' --1 6th NOIEIZ. �I--t.TbB9' 5P1 -€C. � 2.6' CLEAT (EA. EIDE) OR SIMPSON MTL TIE (PC TYPE) 3722. °w FELT ,� �'- 7 a • GRADE eOh1C. °tER -PEEL PLAN i, Po HR. vIEOUEEN C EL.�I< .13-1-0 T' P. POST ( 4 4M CITY T►� 11 � �..\ OFETUI 1LA \Li APR 1 F 199 Q II AIT 0E/0 DIMIEMIOTT i i t i 0 CRANE Desna, INC. RE!ERVEd ALL LEGAL g1011t' to IAAttRUL bN TNI'd'HEEt - EUMJEct td CRIk11NAI. PROsECUtioN. �� 1. 1(0" A fla�, s!�, tt si e.�t111il Ul1.o. / - �O" 1'tl -'1' 012 �-1M. d.F'F1�O�L'D Vi -YVrc �a�cier`z rive. 2xa ' WALL DOLE PLATE NAILED W/ 16 • e' o.c. - ND STAGGERED. PROVIDE BLOCKING • RIM JOIST a 1111ll5 H dM t= oUNt'AtIoN / RETAINING WALL ilia to 14141 Ilk ro►dr ULLLL) Col-11 1.1EADE.12. oR 'TTC/230, a Jot r(NEADE•R- �L.UMN cA E },41.141 HrAOp 12 GD I t*GTIO St3T: I'L MJ �Izt; 1 tir _ t . t� sttzkFas- LL I Jo11115 9Tt)DS 11g 1 OC ,k3' G Ltt' kaA".e. M I 1 /ui ° Tec� U.ilor9 eta-kW ff.Xd e? o . S tieil� b 12i1-1 OR F aL11- )D"SIc70 •Co:ORALton 11(+j¢ - AU biminibr l Shall fii Chickid And vii" 15' I (MAY VARY - SEE PLANS) onitrtIc• Ion. RIM I FLOOR JOisti AS PER PLAN PLY. aPLIcE SNoULD BREAK 01-1 coMMON MEMBER 8d i d' oc. • SOLE PLATE, RIM JOIST I TOP PLATE DBL TOP PLATES 2x6 STUD WALL Bit W3ULATtON (TTP X�a t lda<2+IE 3A' o.c. t / 2x6 P.T. DP. MUDSILL Bd 8' O.C. ft4 Ree coair 1lokzlz. G> vt.tzr e I(r ac- 2,.‘0" FU12YRD 14 of Z - d - 5on ly, U, z." /.+� I♦? L->b.r 1•I V C• 11195 1 CCTV G k? I ,111 4" c�IG, I a I4/ vxu - 1421 (JW.M. oi-i IZ.AvEL FILL THERMAL Bt2EAK R - I0 RIGID INSULATION - 4 4 DIA. CONT. 3 UP - Norer IL +c D ,A HE ; 100. L{i pT' EXCEED A or E� PotL'Fis. ANDOlt. tor Cx ILS r;20VIbw RED (1) C1zI PPL EAS u JLF.D StIU0e Ur 1p, Frtir / I(0 E - oz. bwvck4A Pelt- ,. 1 -IItI 1. in Ins= In1- ��11111� 11' 111 =llii . 4�G rl l 1 =1111 (111 1 1 1 I 1111= 1111 = co4rl iu i r ►� I I II GadT1111J :th, T1tG DtzA.1 rAtE eEAM AT GARAGE 5)e Are 48. oc - , 3 STORY (WNEM PLTUfoop USE 5/8' DIA. BOLL • 32' O.C. W/ 2x4 F'.t. MUDSILL) G+_ KA!iIG laZ12. Tbr or tM l tbJ 1, beYo►.lo-- b e; Tla ICIQJ,12.27 EDt�1✓ SLOPe 0N- EAtaINc SNEAK WALL t TG. 2x6 STUDS • 16' OC. • 3 STORY, 2x4 • l 1 2 STORY .4 OVER G WQ1 L l JU M . W IN • .D Co MIL vIS6.UEEN W/ P SAND OvER • LIvING AREAS - •d DtA. 3' UP 1 OR 3'DOWN D ' OHTER BEARING WALL oN SLAB ®TTP:,. BRIcK coWMN AT ENTRY ICD 5 TUD FRAME WALL 5NEATNING I AIR SPACE (25) Nor; - CORR051vE FETAL WALL TIE5 srAc.w 'o Ph FI O1" ti{ba 1 �1 6 " i � -ir - ro UrbG I4:' ?2 Wooc JOIST - SYSTEM CRAWL SPACE •OR BASEMENT U C4Z. b " - SEE. 3' I-1PIIHUI -{ .7 ( - �-4 year T1FA I � ' 6 , � TIES B'a.. i4 / LTE 1 LATE HocK5 SOLID GROUTED CORE —4. x 8' x , 2' BRICK r . l T • TIES 11-1 rec. J , l is �(v ? I°I Ex}I DI Recrics1 I- �a'" ta oc V i`ICT1C- -L . EcTIoN L1 - r 2 19 SEAL WI TN TRIM OR CAULK ) 3/8' D1A. WEEP HOLES 2' 0.211) CC. Iw,'T JUN 0 , r:frT _.. ,z — FL AsNISJG s ' 111111 ,t}I - 4 v6112ST -AL ,a LI! ET ES To„ 5a412:te 1. 1 2c..c. velzrcAL . RECEIVED 3 "MII�It i(1rt CIT OF TUKWILA — ;° s °° -e 'er AP 1 6 1999 PERMIT CENTER COPYRIOHTW 1 O 1 BMW Inc. acetavee n L! llloNti tt2 n TIR+IAL ON THIS eN6Et - SULA M To esi 1INAI.'R+osecutlotl. GENERAL NOTES: L CRiULt. SPACE ventiLLtto►{ MiNMIN fat AIEA, 1 e4 kt. k U so kAco Sea, PT. OF FLOOR AREA. oPENINC,e To oe i $ Ac D A8 ci.OWE TO r_ORNERi A8 mtAcTIcAL AND 81 -1ALL PtiovIDE cRDed v1 NTILATiON CH AT LEAST /WO oPPOeIte SIDES. 2. CRAWL e.Ace. INoeetRUcTED Aces... MN. I$ 24'. • 3_ ATTIC vENTiLATIGTI, IMO OF Artie AREA out V300 iR V2 IS N SCI AND I/2 le 3' ABOVE PLATE LIRE. A. ATSIG ACCE86 MN. 2i•x3D• WItLI MITI 30' HEADROOM, UNOBSTRUCTED, READILY ACCE5eteLE °PENNS. • N ROOMS NOT PR0v)DED WI714 AN OPERABLE WINDOW of Is SAFt. OR GREATER, A 1'TECHANICAL vENTILATI; PI $'STEM, CAPABLE OF PROVIONG 3 AIR CI AN ES PER I-4cUR SHALL bE PRoADED. A. VENT DRYER BATH FANS. AND RANGEB/OvENS TO THE OUTSIDE. 1. GARAGE AND HotUSE OCCUPANCY eeiARATICN MRi I NR TAPED AND FNIOHED. GARAGE AND BASEMENT eUP•ORTe t0 BE I HR (SRE 1YT•E 'X' OR EQUAL CIO. BL e. TILE FOR Si- icuent SHALL BE 6' ABOVE FNIST4 FLOOR WITH WATER RESISTANT BACKING. S. EGRESS IN EVERY 8E2E1.046 ROCJf'1 84 -TALL t-AYE A ritr4tnum NET CLEAR OPENING OF 5.1 SO. FT. THE MIN NET CLEAR OPENING 1 61MEN$tcN SHALL 15E 24' MN. NET CLEAR OPENING WIDTH D!hlNeION OF 2e BOTTOM OF OPENNG SHALL Not BE MORE THAN 44' Ad t Loo, 10. FIREr-LACJE CODE COMPLIANCE PER UBC, CHAPTER 1 I.6,AND LOCAL BUILDNG DEPT. ALSO REDAR AS PER sac.'>SIo2 II. I -EARTH EXTENSIONS - HEARTH SHALL !watt, At LEAST t6• FROM THE PI Nt OF. AND At LEAST •. iseTOND, EACH BIDE OF t 1 PIKE PLACE OPENING. WHEN THE FIREPLACE OPENING i8 6 SET FT. OR LAMER. TIM HEARTH (SXrE416IO4 SHALL EXTEND AT LEAST 20' N FRONT OF, AND AT LEAST D' BEYOND, EACH SIDE OF TINE FIREPLACE OPEN346. CCNC. OR MASONRY MUST Not BE SUPPORTED ON WOOD Pi 41I4i. r. APPLicA ION AND INSTALLATION OF INSUI.AticN AND vAPOR BARRIERS SHALL t -i t.Y WITH THE i i i4STATE OF WASHNGTON ENEMY CODE. 13. GLAZING N CQ1"IPLIANCE WITH BEC.'44AO: L C STANDARD No •2 AND WASHNGtON STATE SAFETY GLASS LAUL' EXCEPtICFN ARE AS OUTLINED N SEC. t 0(Y, UBC. 14. GLAti,?:MG IN LoCAtIoN SUBJECT to $4 P1 W R'1PAct SUCH ' ,AS GLASS ON Doom, GLAZING WITHIN 12' CN eitHER BIDE CF A DOOR OPENING, GLAZNr3 CLOSER THAN is To A FLOOR SHOVER DOORS, 4PV TUB ENCLOSURE, SHALL BE EiY2103, . , TEMPERED', GLASS, LAMNATED SAFETY GLASS oR,eUATTERiESIerANTPLATSTIC, 1.11.e 1.16101 6•9 a1.4 FeE sEyLi. O. SLiDNG GLASS DOORS to DE SAFETY t3LAZNG, LAMINATED. OR TEMPERED GLASS: 1a. S 4c'IER ENCLOSURES SHALL ISE APPROVED tow REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR !NAT/ER RESISTANT PLASTIC. . t GLAZINti WItNiN 1$ CF FLOOR AND GREATER THAN N LEAST. DIMENSION &HALL COMPLY- UJITI N a1PAcT LOADS. SEE PLANS. IS. ALL F.XTERJOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 188- WASHINGTON STATE ENERGY CODE. IS TREATED Woo / (LEATHER PER UBC SEC. -2306 , 70. THIS OFFICE ASSUMES NO RESPONSIBILIT1 AS TO THE PHYSICAL CHARACTERISTICS GI THE SOIL, NOR DOES THIS OFFICE VERIFY 11 ¢•ACCURACY OF THE ENGINEERING DATA SUPPLIF.D sr OTHERS WHERE SOIL At'PEARS To of Cf. POOR QUALITY, A SOIL ENO. REPORT a 4oU D SE SUPPLIED eT CLIENT ^ .R /NINE DESIGN HA$ TAKEN evERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, I40UEvER IT iS Ti4E RESPoh*IBILITY OF THE CONTRACTOR -TO CHECK AND VERIFY ALL DIMENSIONS: :I. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANT REPRODUCTION OF THESE PLANS WILL vIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAT A FEE FOR THE USE OF THE MATERIAL THERN oR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC EiJERGY NOTES: ENPIRGY NOTES PER ISS41115HNGTON STATE ENERGY CODE, PROVIDE AND MNNE-11.11 ADDED NSULATION LEVEL CJF R -3$ CEILS4S WITH ELECTRIC RESISTANCE HEAL R -30 CEILINGS WITH GAS HEAL R -30 VAJL1ED CEILING& R -19 WALLS R -IS FLOORS OVER LNHEATED SPACES 4 - :e AT SLAB PERIMETER. INSTALLED HORIZONTALLY 24 tNDER SLAB, U9-IEN CONCRETE FLOORS ARE WITHIN L2' OF GRADE. ALL GLAZING SHALL eE DUAL GLAZING AND 6o FT. OF GLAZING SHALL NOT EXCEED 21A OF GROSS FLOOR AREA FOR GAS 4 HEAT PUI • 15% FOR ELECTRIC RESISTANCE. ALL OF'ENIN4,6 AND JONTS N EXTERIOR WALLS SHALL BE SEALED. CAULKED OR ILJEATHERSTRIFt'ED AT LIT-IT AIR 1 , - EAKAGE. AN APPROVES) vArOR BARRIER SHALL DE F'ROPERLT INSTALLED IN ROOF, N ENCLOSED RAPIER SP: ( PZ I - ZED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS. ALSO N EXTERIOR WALLS. NSTALLWD I MiL Y1SOUEEN GROUND COVER LAP► -'ED 1' - O' At JOINTS AND EXTENDED UP 10 FOtNDATION WALL (REQUIRED AT ALL CRAWL SPACES). WvAC EQUIPMENT NULL es SIZEp No GREATER THAN I25' OF DESIGN LOAD AND A MINIMUM RATED OUTPUT OP 15%. ,THER IOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A HEIGHT SETBACK FIREPLACES SHALL DE PROVIDED WITH A TIGHTLY FITTING FLUE DAMPERS, B. READILY ACCESIBLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL NAVE A now CONTROL DEVICE TO LIMIT FLOW TO A MAX OF 3 GPM PER SHOWER HEAD. WATER HEATERS ARE RREQJIR ED TO DE LABELED AS COMPLTit4G !JI NAECA I5&9 EL EGTRIC WATER WEATERS LOCATED' IN, UNHEATED SPAGESSUCH A8 GARAGES TO BE LIST = s INCOMPRESSIBLE INSULATION (R - MN.). I 'OONTMACT01INOTE - AN Dimension* SW se CE»ek.d And Veriiied Prot To Ca'(Tat STRUCTURAL NOTES: I. DESIGN LOADS Al : ROOF. Live LOAD 28 P8F (TOTAL LOAD 31.PSPXUVTILE 45 PSF) C In' D. FLOOR LivE LOAD 4e PRP (Tot& LOAD se PSF) C. SEISMIC zONE S, v.eJ4Ui p. WIND LOAD 32 PSF E. SOIL BEARING CAP 2000 PSF ASSUMED. SOIL REPORT REO ON ANT QUESTIONABLE SOIL. 2. FOINDAtICNS A. ASEILIMED MAX SOIL DEARNei CAPACITY 2000 PSF LINDISS /v/05ED cum tN B. POUR FcD ONLT ON L4018TU RDED SOIL (VERIFY) C. UNDER FLOOR SLABS c&IPACT FILL TO 55% MMO. S. WOOD USE 2.5 or 3x4 • 16' •j OC DP. S. STUD WALLS A. USE 2.4 STUDS At IA' O PER UBC ItnIOs 13®3, 2320 D. DOUBLE ToP'PLATES SHALL HAVE JOINTS STAGGERED Not LESS THAN 4 FEET MN. NAILING OF i -Ibd • 48' MIN. LAPS . EACH SIDE OF JOINT Wnbd • 12' 0 0 . BETTLEEN PLATES FOR Ext. 1 NT. LONG WALL (2 i 3 STORY BLDG S. ROOFING A. APPLY ROOFING iN UB ACCORDANCE WITH C. SEC .Iao y B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. A SECT. I •>o 3. CONCRETE A. FOUNDATIONS: AND FLOOR CONCRETE SHALL BE EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 6-1/2 BACKS OF CEMENT FER CUBIC YARD CF CONCRETE AND 6 -3/4 GALL.ON6 WATER PER 34 L. SACK OF CEMENT- 250E PSI ASSUMED COMPRESIVE STRENGTH AT 20 DAYS. ` % SACK MIN/CU. YD. D. MINIMUM COVERAGE CF STEEL. 3' BOTTOM, 2' SIDES, I -1/2' WALLS. FOR SOIL. SEE CODE IWE((E ',SOIL NO PR7 DLEM. G. Ec JIVI•L6r4I F Pr,ESSUtiE, ho. SSb rN [Jy/ Fm T. 4. REINFORCING STEEL A. ALL REIFFORCG STEEL SHALL BE DEFORMED. INTERMEDIATE GRADE. BILLET STEEL - ASTM A613 -12 GRADE 4C. NEW, CLEAN AND FREE OF DIRT. B. SPLICES. WERE LOCATED AND APPROVED SHALL RE A MNPIJI CF 12 INCHES 0500 PSI) OR 30 BAR DIAMETER (CONC. • 2000 PSI 40 DIA.) C. ALL REINFORCING' SHALL DE yawn:, *no AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL DE ASTM -ALES. ALL STTI.JCTURAL'STEEL SHALL BE AETT'IA35. NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL RE ASTM eSi, GRADE E OR ASOL. A36 STEEL. (ALSO 1 STRUCTURAL .FRAHRv A. FRAMING TO BE IN COMPLIANCE WITH UBC SEC.1(,IO SEC. 2'503, 2! 20 B. PROVIDE NAILING, IN ACCORDANCE WITH UBC SCHEDULE S TURAL ENG. SPECS TAKE PRECEDENCE OVER MIN NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS • D. PROVIDE' BRIDGING OR BCLOKING AT MID -SPAN OF ALL SPANS OVER 8 FEET. E. USE APPROVED JOIST HANGERS ILNERE REQUIRED. BRIDGING IF CEILING UNFINISHED. OF F. RO TRUSSES SIZES TO DE VERIFIED, DETAILED AND FABRICATED BY TRUSS MAriFACTURER NSTALLATION'. BRIDGING SHALL BE PER_MANLFACTIURER'S SPECIFICATIONS AND NSTRJCTIONS, ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE PE. CARE MUST eW TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT I To ADEQUATELY BRACE TRUSSES 2 . 3 . 4, 4. PER UBC SEC 2o bA B. JOISTS AND RAFTERS, 2' NOMINAL 1$ K NO2D, F6-11130 PEP FOR REPETITIVE USE. USE DF 2 IF SPAN OVER IT' 1112x12' • tor' O.G. SEE ROOFING PLAN. 5 C. BEAMS. HEADERS AND LINTELS, 4' NCMIN4L O. , PP N 2, Po-2215 PSI - OR I-E No. 2, Fb • f� PSI , tr FJ0.1. CIS= t 000 '1,1,0r /�o. I IN 6' NOMINAL. DP No. I, Fb R ' -1350 PSI, O lose PSI IF I.E9, I2FtJO.z FE.PJ1ca ,I . Lir -Z . , D. STUDS 2.4 OR 2x* I.'E j GRADE? 0 Fb -I3m PSI FOR REPETITIVE USE. FOR 3 STORY BLDG S. GLU - LAri BEAMS 2WF (Fb -2E00 PSI) oR 241' (Fb- 2400 PSI) UBC STANDARD 23 - 10 TABLE N0,21,-1- 1.- IMARt all{ USE 24F -V2, v3 .OR EQUAL (AWAIT GRADE ILESTETTN SPECIES). Flo E •24E PSI, Fv•IS3 OR 165 PSI WITH EXTERIOR GLUE OR IP SHEAR TYPE BEAMS (SHORT SPAN HEAVY LOAD) MAY USE 9eF -v3 'OR EQUAL F0.20¢`® PSI, Fv.t65 PSI. F. SEE PLANS FOR PLYUIOOD: STRUCTURAL STEEL 1. ABOVE ALL 2VADLE SHEAR CAPACITIES APPLY FOR 2. FRAMING SPACED NO MORE THAN ib' O.C. WHERE APA SHEATHING IS APPLIED ON 1E0114 FACES CF A WALL AND NAIL SPACING iS LESS THAN 6'.00. ON EITHER SIDE. PANEL JOINTS SHALL DE OFFSET TO FALL ON DEFERENT FRAMING MEMBER, OR FRAMING SMALL RE 3. NO INAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. ALL SHEAR WALLS SHALL CONFORM TO UBC SECTION 2'SI/i REQIUIREMENTS ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR - WALL NAILING SHALL DE APA RATED SHEATHS -IG OVER 2x STUDS • IS OZ. WITH Ed COMMON NAILS • 6' OZ. AT SHEATHING PANEL EDGES AND 12' o.c. AT NTERIEDIATE FRAMING MEMBERS SHEATHING PANEL EDGES SHALL FALL ON 2. STUDS. ANCt -FOR BOLTS SHALL DE STANDARD 'J -BOLT' WITH A 4d RETURN, OR A OTANDARO . t. -DOLT WITH 124 EXTENSION. ANCHOR BOLTS SHALL DE A 35 STEEL OR SETTER MINIEVI CONCRETE SIDE COVER SHALL RE 2' UYIEN EXPOSED TO WEATHER 3' WHEN EXPOSED TO EARN. USE I/2' C -D. C -C STRUCTURAL II , PLYWOOD PANEL SIDING (INDEX 24/0) OR 1 / 1 6' APA SHEAT•IT4 WITH THE SAME NAILING WITHOUT REDUCTION OF THE ALLOWABLE SHEAR (SEE AEEC14. PLANS AND /OR GENERAL NOTES). 3 /S• C- D.,0 -0 STRUCTURAL :II, PLTIIJOOD PANEL SIDING (INDEX 24,0) NAT DE USED PROvtDITNG THE ALLOWABLE SHEAR IS. REDUCED DT lex (SEE ARCH. PLANS AND /OR GENERAL_ NOTES) NAIL 2.4' OR 2.48' SOLE PLATY=S iS!i I*G. AT 1 P' OC. (IMN.,O>. ON EXTERIOR WALLS SHEATHING SMALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILS TO isd' At S' cc. (UN DCUDLE ALL TOP PLATES AND LAP AT LEAST A8' AT JOISTS WI 0-4.4 EACH SIDE AND 164 AT NO MORE THAN I CC. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS HOLD -DOWN "SCHEDULE: (NOTE I) (C> INDICATES HPAHD22. EMBEDDED IN CONCRETED. NAIL TO 0)2. STUD WITH 24 - Ibd NAILS. Q INDICATES. MSTA36 STRAP TIES NAIL TO 2. STUD WITH 26 - IEd NAILS. INDICATES HDEA, EMBED 3/4' DIA_ ANCHOR BOLT 14' INTO CONCRETE (OR USE STAD20 AD. WITH 26' MINIMUM EMBEDMENT). BOLT TO (2) 2x STUDS WITH TWO 3/4' DIA. MACHINE DOLTS. INDICATES HD EMBED I -I /S' DIA. ANCHOR BOLT 19' INTO CONCRETE (OR USE STA02E WITH 24' MINITIJI EMBEDMENT), BOLT TO (2) 2. STUDS • WITH THREE 1/S' DIA. MACHINE BOLTS. INDICATES ICE. EMBED I -V8' DIA. ANCHOR BOLT 25' INTO CONCRETE. BOLT TO 4. STUD WITH THREE 1' DIA, MACHINE BOLTS. ALL HOLD - DOWNS FIEFERENCED MANFACTURED BT 'SIMPSON STRCH -TIE COMPANY, fiv::.' I-ic w - DOTWS CF EQUIVALENT CAPACITY 4T OTHER MANUFACTURERS MAT DE USED. ALL HOLD - DOUNS SHALL DE INSTALLED PER LATEST MANUFACTURER'S SPECIFICATION (SIMPSON CATALOG C - 921 SEE PLANS FOR LOCATION AND NSTALLATION DETAILS. Font ANCHOR 'LsoLT INSTALLATION REQUIREMENTS SEE NOTE S AT SHEAR WALL SCHEDULE. FLOOR DIA MINIMUM 19/32' THICKIES5 APA RATED TONGUE i GROOVE SHEATHING WITH led NAILS s 6 00. AT SUPPORTED SHEATHING PANEL EDGES AND 10' O.C. AT INTER1E17I4TE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR RED'S.). SPECIFICATIONS: L {GREIEAN25TPPL IFICATI(2ti.St I. USE 2,500 PSI CONCRETE SPECS AT 28 DAYS. S,R¢ro PSI MAY BE USED BUT RECO'IMENDED HIGHER STRENGTH. 2. USE ASTH, AGIe -6B OR EQUAL GRADE 40 REETAR LAPPED 3e' MIN. AT SPLICES. CORNERS ( INTERSECTIONS. IF 200E PSI CONCRETE. LAP 40 DIAMETER MINL C\ I imini 11 1 i l }__I , 9 ; [T1 '- AI I_..��Y14PEG1EIGAIlt?b.� 1. FOR LONG SPANS, USE 7 -v2, V3 oR EQUAL (TABLE y -I -G•1. PART A. UBC I`t°1;FvISUALLT GRADED WESTERN SPECIES). Fb • 2,400 PSI, 1=v • 159 OR !65 P9i A EXTERIOR GLUE. MAN'JFACTUPER MU't CLARIFY IN WRITING t0 GLU EFT.CS PRIOR TO ERECTION: ON JOB. 2, (WERE HAVE SI.! RT SPANS (SHEAR DEANS) USE 2eP -v3 OR EQUAL Wi'.•J Fb • 2000 PSI AND F ' • 1 655 PSI AND OTHER SPECS SIMILAR TO • ABOVE. F iTP E9$.202 1FADT'JREC?. iz2MISII,J .5-1.4 -Ltdattra.a.ms stmEm EY.. I. THE TRUSS MATUFA TUE SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STAY? FE. SiAme ON DESIGNS. DURi3 ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES , ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALL CITY OF TUKWILA APR 1 6 1999 CQPYRIOHTSERMIT CENTEF 1 CRANE L ESMON. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL oN THIS SHEET -- §UBJEct to cRININAL I'1osEcUTIoN, C0r91bCMN I. Mattoon! or glider. toenail 2. 641404 b Jolla. toenail each end 1. (- x 6'123 mm t 132 mml sublhoi or lest to archivist, free ho) wirn Rif./ 6' 113 mat 31 mm) !Afloat to tech - )111E111.1 3. Y 01 mm) subllaor to joist or Ode. blind and taco nill d So *Id to sl of bloc braced a) skill S 10 a blocking. at a1 bMiaacoed s p Panel= 1. Tap blare (o shad, end nail �. Stall id sole plate . x 9. boubk Uri n. Nei hail 10. Doubled hip ea 401.1 tics lull! D,ubie lop 041.4.141, :plke 23. Built -up comer studs 2t. Bush •cep girder and beams TABLEV- 118111AtLt 1Q sc1100ULi: 11. 6toc'ttnt between 'Asti at ratted Id lop plate, itienall l2 Rim joist to top plate. somal) 12. Top piatm. laps and huersecthni. face nag it Cantinwai header.1wo piecel B. telling jahta la plate. toenail 16. Ca ahwom header to uuJ. toenail I1. Ceiling joists. laps am panillana, face nail 18. Ceiling joists to parallel rafters, face nail l9, staher **prate. toenail 20. 1 - 123 mm) Mate to each stud and plate, face nail 21. 1' a I' 123 mm x :03 mm) sheathing of ku to each bearing. race nail n. Widen Matt 1' = 8" 1_3 mm = 203 mmi sheathing to each beating. face nail • 164 at 24' 1610 mmi o.c, 23. 2 mml planks 26. weed ain:monl panels and portickboird :I S po t and wall ab- airing (lo frimingt: (1 Inch: 33. 141111/1!" ? mm) � 1/!II /1 _• cbIlom o.4 m mray.rl ('c teaming): N Inch = f7.1 mm) 3 /t' and lee 7h-.) i'ri - tri 21 tiding Ito hardng): !1 113 imago/ less S1a 116 MO 21. 'beaearrd sheathing-' t/j (11 mm) Th' 120 mmi 29. Interim paneling I /i NAKINCV I . 3.41 2 -Rd 2•11d 1.141 2.16.1 Iful NM: 4406 mm) N.E. 2- tee pir lo 1406 Mel 1.161 4-a. laddil b) i.led, red hill 1641114• (old hail d.t. it 6 mrt)I A 3 -Rd id at 6 1132 mmi d.c. 2.161 161 at 16 - 1306 mm) tt.c. along each edge 1•Rd 4.14 3.164 3.16.1 3.8d 2 -Rd 2 -R4 33 -Rd god al 32 (ein) b.c. air!, ant Ilom t2 m an ! n - 2 N end! the at eieh splice 2.161 al each bearing 6Ji nd• or 641 104 m Ad 104 or adt 6di 8de No. I I to 1 No 16 ! No, it bat d No. 5 6 1 . ' 4dt 6411 Comnon or bon nails mita b Lard except where Oahe ise rimed. =Nall, spaced at 6 inches (1 `•2 mm) on ceniet ii ed es. r2 !mho 5305 maul it intermediate Support except 6Incihcl 1152 maul at all supports where spans het it Melva (t 719 mmi nrqr more. roe rolling of nmod etc iciunl panel and p:nk1ebcud diaphragms and theta wails. refer lo Section 2314.3. Nails for wall sheathing may be common. Ir e ci%Ink. iC om m m h m deronced sheet. ' i n C aw cJ 6 Co-roshn - realsialr1t aiding or cast:; nail confmmint Io the �qutrciNead at Section 1323.1. 7 F eta iced 3 lrehn ('6 mm on center it tale a edge r eed 61nc el ( 31 men) on ccufe traced ) g l It Iniennedlae sup - iC ' ion- resislud rootlets nabs atilt 7 isn.tpcI. di i n I r ) t 1 ilmiil lead and I ( ,winch (31 him) length for 1 /I.Inch It3rgm)aheadd ■ndIJ /e -inch mmjlessglhF /f)-Ineh( dmMt4neilhngconfonhingloNherequirements of Section 2 325: a +' 'Carlo ron.rea " n■plet whh ram anal' %I, I t ainikia ' i' I /lunch tag min) tgtli Set lii.Inc cnh I mm) t shad aj ta r Inehf38enm)lenglh&r 1jj- Isicf6l ' in Ocimtonning 2323 t �g �J i�, - ' I in l Imteli 4 " I t e 1'ai�'IH he oh act oh alpha e bPdnet - 6 bKbar ( b6� I Ml� .'. (IIt � h__ 1d� ff - a si4 b o ' L:s r r i ced). Casing me finish hilll ip meads iii2 ram; on jilhii adg5t; l2 Inches (103 mml it InteF- N ( ate („posh. still iishohj 1124 Inches 1610 mm). toilet ml tinlih hill! i)iietd a Ihehil ) I1I semi big pehel ba I f Incleei 6,1'3 mm ii (nteamedine supnortk i I CN, 3,NiC,�l: A. Neil bt!'ning equipment. locAiec{ Wllhlp' lid bullctlncd envelopa reoniitrueled under Die W,. &hall obldln eumbddtlon air tram ouldoor3, meeting the provlelond of Section T®ii, Tel/ WIC. NOTE: BUILDING ENvELOPE The elemesnii of A 6utldlndd which enclose condllioned ipdce3 11rough whirl, therMM energy may be transferred to or tram the exterior. Section lel W3E.G. B. Nei burning equipment located outside the building envelope shall meet the provtelonA of Section 601 title. C. Ductwork, location and Source or combustion air, refers noes Section 602. 6m3 604, 410E, t.1 •GONT11ACtOFi NOTE - All bltnerislons Shall be Checked And 'Verified Prior To Construction. SOLID FUEL BURNING APPLICANCES Solid hie) btx'nIng A { bpidneed Include air -tight stoves, fire pldeei etavee, room heidter4 /tirepldees stoves, fdetory -built fireplaces, and fireplace Ineerta. Unleit otherwise Adopted by kind County, All solid fuel burning appllaneei 414l1 comply Wltji the provlilona dectlo■ s 4 Uric. I- ItAtilJ[3 E.1.14 dWallend UHIL akali ba provided sunk I, 3U to Dill 11 01.61a d. ti)Atnl,lhd tn61 At A dull ' abava Uia botn h All hA TEA Foonii', U- oUtdldel 4° 1_ {; erAtUt t'a AA del fot`tk In @teak:it decEloii 31Pl.I UJ�t✓. Ati warm -Air furnace tihd(1 be hated arid labeled by an approved agency and Inelalled to Hated ipeeitie dltona, Section 304J Ui Appliance; intended for fndldllattort 1H clodek.e, alcove; or confined epaeet4 Shall be ad ifdled. Seclloli 2 UHc. No twarnl -air ktrhdcei ;hall lea Indldtled In A room used of deallhed td be Used Ai A ba droael, Atli- coal, claret, ter its ihy etiolated apace WI Jeeeal onllg U-roUdh }aids room or 41siAe3, eiieept, direct vent htrndeel, eneloieed ttlrnaeel and eteetrle heAtIsid fuMA deelloii 3IeS 1k'IC. N o Warnt -AIr hlrn.4cel Afulli be4 In44ailed Iii A closet or dleovei I'4 fl,alIjj 11' Wider thdli the4 ttn+ded or ttlrnAce4 IridtAiled With A ininlmuri clear workind ipaea leis than A' Along U,e aided, back drd lop of the IUrndce."5eetlon 3 14 tit-C. Liquefied petroleum, stia-burnind dpp shall nail be InetAlted In A pit, basement, or limNar location where heavier- thin -41r gale might collect_ Appliance/1 dal rtueled shah not be tnildtted In an above -grade underfloor dpdce or basement untesi such location Il provided WO en approved meant fa removal or unburned gala. Section 365-4. U1-ic. (Approval mutt be granted by the Buliding Otnetal. Nesting and cooling equipment located In a garage and whIch generates a glow, spark or flame capable of ingnitind " flammable vapora shall be I1s11114rd with the pilots and burners or heating etlemahts and awitchmo at least 19` above the floor level. Seetton 3 0 U11C. Eir dampers need not be installed in Air duct; paoelIng through U,e wall, floor, or cestlind depardting d redldence (Group Ft, DlvISion 3 occupancy) hod A garage (Group Dtvldlon I accupdncy)provided ouch ddcl3 within lh: garage are con- structed or £test having A thlckneeda not lead than 6im19 Inch (Na, 26 GAlvahizeld sheet gauge) dud have cc opesntngi Into tAhe'girAge, Section 302.4 U13c. Warm -Air tUrnice Indtall4llon4 In dtticd or crawl im4cei ihdIl comply with section 3 13 And 3i,23 UH.c. Every Appllaneel (dryer, Fang e,'eto.l designed to lie vantad ihdll be connected to d venting ay44el/ti comp101d with Chapter S, UHc. Evertd tAetel built eI- !inta63y type; L v3i;1. tU) f3 gal vent of type leW di ve ht ructloiii And 1.1-4 applicable provtailoni of Chapter a vent connesctlonA shall be InatAlled Within Uhe apace or area In which the Ap pllance Is locked And et-iAll bd connected Id A chlm or vent Ineddi A mariner ad to mdlntain the elearence tc combudtlblea per Section 815, and Tables 9 -G, UNL. DUCTWOEdCt A. Duct eye Lend shall be or metal an set forth In Tables Nos. 6 - A, 6 - B, I 6 or factory - made Air ducts complying with Chapter B. Joints And Beams shall be subelantially airtight. Section 601.5 Table No. 6 - (rectangular Buell, And Table Nob -B (r1At, ova!, and rotnd ducts), Ut C. Inetallatton or duct; shall comply with Section 60 UH D. Duct Ineulatton shall be Snit /died in accordance wlt}h WS.EG. Table 4 - 16. bhAll a thatd lad 1H eleeorddnee lints the to rm& of 03 listing, manutActUie et 1nnt- ® PILOTS, 13Ui�1ER, UEATING ELEMENTS 4 s(thtcHlas fulr 1.1J144AcE AND 1-110. slaoULb BE A HINIMU t of Is' At3oyyt� THE GARAGE ft_oo . tHEsE suoULb ALSO 1st I=RoTectED AGAINst ANY vEHIcULAR coLLlsloi4. Exit boo suALL bE OPERABLE PROM THE INSIDE Witt A. NIG 4t LIG It bEAbboLt, ore 9EcURItY cpAil4 HoLIN Eb At A 1-1E1: l-lt ot= .46` Mdxlf AEEovE ON1s1-1EDI FLOOR. CALL WOOD IN CONTACT WITH CONCRETE OR MAsoNrzr sNoULD BE PRESSURE TREATED WOOD AND F312ANDED BY AN AI'PROvED AGENCY. ®LIVING ROOM CEILING IS 24' ABOVE HALLWAY WHiCH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT. I:ECESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENcLosUtaE LINED WITI -1 A I/2' Glll.13. TAPE AND OINIeff,. ALL butts, l'LENUMs, AND ENcL- osUt2E tI- yROUGN OR ALONG UN- HEATED 6P.ACES.INCLUDING TI - losE FROM GARAGE INsTALLATIONsi, 5NoULD BE THERMALLY INSULATED ExCEPT rl -loSE INSTALLED bEfiLEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR 7O. DRYER MOISTURE EI - IAUST DUCT SHALL NOT ExcEED A TOTAL OF COMBINED HORIZONTAL AND VERT- ICAL EFFECTIVE LENGTH OF 14' - 123' MASONRY FIREPLACES SHOULD BE PROvIDFD WO A TiGHTLY FITTING FLUE DAMPER AND A REAbILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE of cbHBUsTIoN AIR 51-1olJLb 13E PROvlbEb WITI -1 A DUCT OP 4 sec. NCHES MINIMUM AREA AND A- bILY oPERAELE DAHF°ER As I=ER stctloN 402 of T-IE WAsHINGtoN sTAtE vENTILATiO'I cobs. REF. SEC. 3102. U)3L. . tll ATER PEATEfa5 Lot'r•ATED IN - WE GARAGE OF UNHEATED FLOOR ARE TO ISE INstALLD cis! ►NCOM PRE - S5IBLE INSULATION_ ID NOT AND COLD WATER NEATER PIPES N THE GARAGE SHOULD BE INSULATED WITH MINIMUM R -3 INSUL. WI rH A FLAME SPREAD of 25 OR LESS HE SHOWER SURROUNDS ARE TO BE A shoo ARD ANb NoN- AisSOReANT s i rAcE NOT LESS THAN 7m• ABOVE THE DRAIN INLET 12. 4YPsUl -i UJ&LL I3o4RD BACKING Useb rota TUB of SI Ef4cL- osUlEs sHouLb 13E of A WATER RES15ItANT MATERIAL. bo Not INSTALL ovaR VAPOR IsARI IER ON WALLS OR oN THE CEILING El D 0 AIR bUcts PASSING rNROl1G! ! GARAGE WALLS ,FLOOR OR cIEING ARE TO BE No. 26 GALVANISED STEEL WITH OPENINGS INto THE GA ' ' LANDiNr s oUtslbE to BE No MORE -MAN I' I3tLoW THE tWr Est4oLb. iNtErr-tEDIAtE RAILS to SE No MORE THAN da AI=ART. STAIR HANDRAILS AND 1- IANDGRII'3 ARE TO I-IAvE II/4' To 2' CROSS SECTIONALS AND RETURN To WALL. (CONTINUOUS) 17. 5 /s' T'r'PE 'X' Gibs. UNDER ALL 5AIR WELLS AND DoUBLE LATER IF STRINGER SPACING IS MORE THAN t6 •n c. 113. IF WATER NEATER IS OvER d' -m• IN HEIGHT AND HAs A Hoist RIGID WATER CONNECTION, t{- EI4 IT Is To BE ANCNOREb AND sTRAi'PED to tREslsr EAIatNotJAkE HotIoN. WINDOW MANUFACTURER TO PRO - vlbE Ilo�T HoLEs IN EAc-i WINDoW IN EACH NASITAiSL ooM- I DOT- TTIC vENTILATIoN AS PER 15053 U.B.C. SEE vENTILATIoN CALCULATIONS PROvIDED. VENT OPENINGS SHALL ESE covERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF I/4 so. INCt - D IMENSION. ROOF vALLETS ro -(AvE 2E GAUGE GALVANIzED FLASHING SHINGLE NAILS DE GALvANIzED STAINLESS STEEL OR ALUMINUM As PER TABLE I5 -B -2. ccF o It�ON ROOF FASTENERS As l=Elz T IsLE I5 -b -I 22'x30' ATTIC ACCESS TO BE PROVIDED Pore (=AcN SEPEATE ATTIC AREA WITH No LEss T-lAN 30' FOR I- IEADIROOl ? . ATr?c ACCESS DR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER - HIt ISSUANct. . ClJSPu■ WNW uESIGN do STOCK PLANS To hEoRoOlti PLANS i- opc1 -6 -542 Q` JAPPROVED MANGE; S To BE 0 LI Si E •t gm3ai PLAN NU P13 II USED AT ALL CONNIrTIONS OF . �,j1ACk o �2 I-rll:'�� 1!essES To TIE J-�A(F GIl;2DER tIzI.ss. TRUs MANU"do -DIRER t� I'Ro- vlbE Ty1=E. NoNBE ARI*I = WALLS sI -loULb 13E I=RON t t s to HELD b vhb kA kR Wo I 144 13otTOH cl-lofrb WILL Not 13EAk oN NoN- f3EAtaIN6 WALL. ROOF to BE CI - loRED t0 RE- SIST NET WIND UPLIFT LOADS. USE sft PSON 'H' ANCHORS OR czUIvALENT. TRUSSES WiLL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDINGS DEPARTMENT APPROVAL oP ENG- INEERING CALCULATIONS. , TRUSSES SHALL NAVE DETAILS AND DRAWINGS oN SITE FOR FiELD INSPECTION. PROVIDE SCEENED E3Lock1NG OVER SUPPORTS. 51-IADED AREAS ■ FRAME OVER WIT) -! 2x6 10ATERS 4' I .0.c. EJN.o. IcUNt 4TION: W ALvANizED METAL FLASI-IING To BE INSTALLED BETWEEN CoNcRETE sLArs, AND (boor) MATERIAL AT ExTERIOR t=ORGHES AND LANDINGS To RIM JOIST_ • CRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MArERIAL6 ARE USED sEctIoNS: TALL Ex sEO NSW, TIDN Att=R Is INcLUbit FAD' JC11 AS vdl=dla tiA IE S EdtI -1 I.Eb HARP 9 Lb A'vE �L.M- E sI t iolgieELDP#1:5 1R` t� OE<t 15 /. OR LESS. CITY CF u , , 0 ' ,... ... As NO 11 RECE CITY OF APR 1 b 1999 CoPYIIIGHT© PERMIT ore ATE DRW N