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HomeMy WebLinkAboutPermit D99-0063 - Dreamcraft Homes - New Single Family ResidenceDreamcraft Homes City of Tukwila DEVELOPMENT PERMIT 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: 334740 -1280 Permit No: Address: 12009 46 AV S Status: Suite No: Issued: Location: Expires: Category: NSFR Type: DEVPERM Zoning: Const Type: Occupancy: Gas /Elec.: UBC: Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Streams: Contractor License No: MJFHOI *092DA (206) 431 -3670 D99 -0063 ISSUED 09/03/1999 03/01/2000 DWELLING 1997 NONE .0 DREAMCRAFT HOMES 12009 46 AV S, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,460 SQ FT SINGLE FAMILY RESIDENCE AND A 424 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE:WATER CONNECTION F EE; SEWER CONNCETION FEE; 3/4" PERM WATER METER; C URB CUT /ACCESS /SIDEWALK; STORM DRAINAGE; SANITARY SIDE SEWER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 131,864.40 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JFM Curb Gut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,119.87 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: Signature _ \ I Date: Phone: 253 859 -9697 Phone: 253 - 859 -9697 Phone: 253 259 -9697 I hereby certify that I have read and examined is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Print Name: ___ laaL_ AnUi This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 12009 4b A ^•! '. F,'er'n1i ( £4c : D99-0063 StLat ISSUED. CrCWF'E'�'I�i Applied: 02/24/)999. 3 7411 -1 i +t� Ir.s,ued O9 /(3 //999 F'NitJrh'h!F:hhhk ' h,kk +'h h h h•rrh•khh khbh 'h '4"h ' h& 4' hh• h k' h,' b' k.k Shall i the T�viy e I "at't N.l: F'•e _iuIC !:ond.It.ion 1, No r han' "ew Wi 1 1 be q ade to the plans . unless, approved b Efts: inter. and the 7uP 116 Erii:ldin' ,Crt il.. Ofl A l l pernr; ts, insuect.ion ,:record. "..an s :'abOoved Plans r :ava1lable' at' the rLob. site L r:ior to the t;ar i of rtiv con - str.uction ' ` Thee, doiumer t :are t•v be: nraint.ai:rieci4.erid avai l aDle uriti l t ina irisnect< ion abirr ova 1 is sir anted. .' EIectricaI permit.s`, hall; be obtained throuoh •W:ashin o ton S tate £r i v i,s;i -.5n . of , 4aborand :Indu,str i es aid a ll e l eci: s. ica l wort :. Wi l :,e in oect by' that a *enc v , t ai -b ti) P1 unib.jrtiz uertm <l.t : siaal l be ob thr Ougii ,t• he: 'peattle County ,Depar tnierit of'Pub 1, c '';lien "I th F.iumbiitCl, wi `f I be itilr ected that , ;r:ati en cYj ncliidin' all gas oi'i ?irtp: : t296.-4722 . Al i iyiechan i'ca 1 got k shall be, :under separate permit issued ` fay the C i tv of Tuicwi 1 :a; Ali; consrtr,uction to :be done 'in conformance with approved u:.i rim. and . i.• ecxti;i remeri,t.. :of the : i.ln;i f C r ~nr 6u t I d i nu Code: (1,991 .0t,ion) a:. amended, lin".iform tlebh 'ani;caI:'Code (199;' Edition nd)Washington ,State Frier o ode t 1 ,Edi:tioni 'a i d tv of: Permit .` The i s'suanc.e or a'. itier mi t: or'. appro�,ra i : t�l'aris r,sp u ifi 't :anti ••computations shall not be con st'i ?Lied t� ?'1;e a uer�,mi•t fur.., or ari apPr oval of any v >iolation list. "arlV the -iyrov.isiuris: OT .titre D ul I diFity dOde or u'L any :other ord'irrancis of the jurisdiction".:.,-No permit presuming t,ix t i.ve author " itv -to '.vio•late or cancel .the' >"p ov-isions ot•. this . {code .� shia i:,l:'; be.. v'a : ;i i d . c ".. Anv .exposred in .uTat.ions backing ;materAa "i •s•iial;I have a 'Fiame: Spread `atirig, of 25., or less, and material; shall .bear ideeit.i.- '7 i"cation show t,he.,I it a performance r at•'ing 'thereof. rotifv . the,,Cit `v. of` Tui'wiia Building Division iar iti : r;, to placing anv: lhiis procedure is in audition to any requiremen ;s :'for special inspection. 10. Anchoring All: new construction : and' : .Stibstantial improvements shall be anclio red >t•o pr• event I'lotat ion, col lapse, :. or• lateral movement of the 'str u cture: 11 PUBLIC WORI•..`_�. . r_OIliRACTOR, SHALL iVOTIFY: PUBLIC WORKS ,UTIL1'IY INSPECTOR MR. GREG VILLANUEVA @ 1206) 4': 3 -61 ' OE". COMMENCEMENT AND COMPLETION OF WORD:.. AT LEAST 24 HOURS IN ADVANCE. 12. All conditions associated' with 13LA L96 -00 shall apply to thus permit. 13. l'empor•ary erosion control measures shall be implemented as the first order of business to prevent off- site or into existing storm draina►e facilities 14. Land Altering (grading) to be carried out in accordance with the plan dated 2- 13 -97. approved on 4- 23-9a and revised on 3-30-99 15. The s i r e shall have permanent eros ion control measures in place a • soon as possible after final grading has been completed and prior to the Final Inspection. It: 0' maximum-.. �lc+pe shall be a mintimum au i nr &riot t irrtct.i on . core ect l v " :un less t `eritire- �. tem s i n ; p 1 a%e : Individual l o t "_.owners ,. ii; he re i red by .th:e City • to . f ;1n tall' the Dortian the system associated with, their tot, Ann l icarit proceeds. at : their own risk: :as the s torm cira.in ge .. ,. vst.em con traction seuii.enee i,s. determined 'by 'iridi.vidual lot : aWriers ..The . City will . not install the storm dr ~a i nage : : ", i.»il.Drc.verrient. identit ied on the .0 Ian dated 2 -18 -97 and • bi.�roved `on 4 -23 - and revised on 3-30-99. If :• applicant desires to comiIete any or a1 "1 cif the storm, ; drainage System' the ;City wi 1 i i _sue a separate permit for' . wor f• in the right -o #. -way or on an adjoining tot if easements , 'are -.' secured from the lot owner. 'The': Sidewalks sha l,l" be instal led per plan ,dated approved. ',on. 4-23-9$, Any curb cut : access .. sha shal Ci ty • of: Fu};w.ila's tan dard s `Crr" i vcway width shat 1 tie; a: 1.it' mini and sha 11. be, a mav,imum o _T Turning ,r tirl srewat •shah. be paved wi;thiri '30' 'of r'ighi.'-- o.f wair` :• Hauling over �':L� cv',.sha�ll requi apr�lica!-t'i : for ,:'a:. Per in it o�r:i.0. ari'v` associ :,actiSrity, i ..r' ew c nstruction and subst•aritial improvement . :of` °any. residential structure shall have the ioowes.t f ioor� Inc loci "%`n.g `ba e.ment- ,..elevate'd Y to ::4:`mi0mu'm of one toar abo the," e.ve'1 base flood elevation. i.100 year=) AA.11 lbisi id in s ,*1 14.: be cnst,r` oucted and ,certif . as but It a , above e.;levation 'Shown on ar�pr oved storm drainage ;:l pan dated •••2 -flu -97,"': and rk4iipre;cie, -ori', 4-21498 . .(NGV Datum 1.929). Eriosed' areas :.b'elow the lowe.t) f. '• ''"Toc - or. - sh'al1 be designed. ti } i ' i ca°l 1y t e uua l :,i- _e..hyds'i'is tatic flood forces.. - A; m lmlmum: :O# 'two openi .ha'f.ing..a total net area . :o7' les thara..one.': <st are inch, for every 'square " f,00t 'of c: t•o'She] enl,,cised. areas - . s ub ieet 4 f 1'� be` provided and'.wi.th t'he, bottom of al l :r�c ings no." h igher�. tharl orie foot: above gt'ta'.ie • • t: ipi eri,oitl'.,. may be etju i ped with screens. ' I ouver: , or 'Other.: ..cover i,nas or devices provided that `their .,.per w i t the automat i, � • try .\.and...ex1t of floodwaters. Down drive :patio and'draina' a f other :imp er ~ area :vital l be • co i i- ac=ted 'in 'an on =si te storm drain System, Ora :iris shall be '4" mini 'diameter °,; : .PVC sc�:hedu1'e; 4.0 or`�;cor;r po1 etha1vne p.im a w i ; t ,h ,; :ia smooth 'inter ior - 'wal l. NO Atr'., f1C>: pipe. , Drain shall ;be'laid minimum 17'r :' lope for gravity di ,C.l7.iarg to location ., • :approved . by ' Ptib.i i c. Wort._. Dept. ' • Downspouts situ l 1, not- .connect to looting drains, 'FootIrig. dra'in and ? :downspout -s. May share 'a single discharge.. p'1.}?e d of 'th lowest'fcoting d ain. 23. The City of l ul.w i I a has art .:undergron4i l ordinance requiring • ' ; the power, to l ecommUn i ca t•,i ons , and cable. service line, be ::• Underground from the point of coninection on the pole to the house, , C4. The applicant must notify the•City utility inspector at 206-433-0179 upon commencement and "complet ion of worm; at least 24 hours in advance. All, inspection requests for Utility work must a l s o be made • 24 hours in advance. Project Name/Tenant l .� 9.0 3L A N o LQ - d��? Value of Cjnstruct ion; .I, (!"Y`r_lf Site Address: City State /Zip: laooq 4(Litt Ph, s leak Ala Abl ?a Tax Parcel Number: s3`nti0- 12$0 Property Owner. ��Rr`rl 1 6m4.4) 1 Phone: a q� G Street Address: Cit State /Zip: al5 £ �.lf cw tc .,+. U \ a� 3 2. Fax #: A3 1 5108 ,\ Contractor: _ ch Ph 3 ISSq q (f47 Street Address: City State /Zip: at 5 Lktek c er` -1- WA a1FQ) Fax #: a 3 Zs- l 5O6 Architect: r IA Phone: Street Address: City State /Zip: Fax #: Engineer: n 1 I ot e - c'(C ['� •t'Y' o 3 (� 31 e: Ph�S 5353 Street Address: City State /Zip: 5 c5el, 1' ‘ p- 5E Ken- - c $Ofn Fax #: a53 (oat 5353 Contact Person: \ f L l� • \J G({ Phony Z5°1 Q��i Street Address: City State /Zip: X315 E gte,lu,✓ R-c r,, OA. ift2o - Fax #: 253 ,:na , 52,0g Description of work to be done: NM)) CMS` - tin , Sind. 4n d (P.LSICItaw Type of work: fa New Single- Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered Cl Residential Reroof Is this site served by: RI Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: t.4-(O sq. ft. Dwelling sq. ft. Covered Deck(s) 4 a 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) • 6 '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. ' Single- Family Residential Permit Application CITY OF TUl, - '/ILA Permit Center ' 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. APPLICANT REQUEST FOR PUBLIC WORKS SITEJCIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Date application ccepte Date a !cation expires: Q �/ Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 • ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Size(s): 0 Fill cubic yds. . �� BUILDING OWNER OR AUTHORIZED AGENT: ' Signature: \ I Date: Print name: Vi'Gki Mow-4).r> 1. qb(1 1 c F c_ # # '.i ss 2( Address:a 15 Welty— * City /_Statq /Zip: r',n. 9103 _— SFI'ERMI'I'.UOC 2/13/97 PERMIT APPLICATIONS MUST B BMITTED 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 WA SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ El Certificate of water /fire flow availability (Form H -11 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. El ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ El Foundation plan and details El ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ El Building height ❑ ❑ Building cross - section El ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ 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. El ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 1 ir7tkAk * **ii4** * ***, * * *•Jl1.:* *Aht *her :l . +* *1A *AkF * *l * *k**1 *t *11A*ir q 16,iir htll ; et TY OF TUKWIL i W 0� 4.tA:k A *.ti�kk �t4 � t 4t 'IllT t:4•k•4. **A***.*t **A****,hh4t **A *% *fir**** 13.165.75 . *** *AA * *J"`�* �• � " l R USM31 10 mb R900.0143 F�ntaitrtt . Payinent• Method: CHECK Notation: DREAMCRAFf . HOMES .. In it: TLU 1'erm4t .flue .099-0063 T�rne t)EVPL "12 i1 DEVELOPMENT PERMIT Parcel :; No 334740 i F adds era 12009 4G AV B Total Fe eb.. 13.920.17 This) Payment 13.16 5.'r5 Total ALL Pmts: 13.92 :00 Balance; khh** h*** A* * ***** * *'* * *** * **** *AA *Riti\* k* it k**A * * ***k* ** * kanlAl.11lr *A t4crourlt, Code Deyt i'i ion 000/322.10 2 ' BUILDING REa 1 w 172.95 000/34'3.1330 PLAN CHECK •- UTILIT`f X0.00 000/345..830 PLAN„ CHECK - WATER METER.. 4.:ic }: 000./.3136.904 S1'A E BUILDING :3URGHNR1E 000./342.400, I;NSP FEE : UTILITY 1 1 „i)0 412/34'2.400;. I14SP I�EL STORM .DRAIN ., 0 �} 402/342.400 1:NI FEE - :,ME /:i8a 401/388.102 3401/388.102 60.00 , WATER CONNECTION 1x;.00 .. 401/342.400 WA1ER IN$PECTXUM FEE 1,5U0 , .401/343.405 wAfER TURN -ON FEE 4,1.2.00 401..388.1.04 WAl ER ASE1E3S -ALL.t:.NTOWN 7. £ ,4.t , :a0 402.3€30. 104 SEWER ASOEa 3-AL1 E14 f OWN die • ect: iii, .I .1 1A.. Lott *41J - lu- o Ins. - tion: , LTAA t 1 • • • ress: c) 4-1,ays Date called; l d-H) Special instructions: (C /1S 555, 93 I w-l-r. tri-i-r perm. Date wanted: a.m. P.m. 1931 & °ea. -- %-i Phone: . , . 0 Approved per applicable codes. .1**1•••■■■•••• . • • , INSPECTION RECORD - Retain a copy with permit "rrrl -CtIQ3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DJVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 0 Corrections required prior to approval. COMMENTS: 3//570 4 to4 1 41 ) Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRE q. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No: Date: Project :. Type of Inspection: Addre s: ,�,� �a old ,des Date called: Date Special instructions: j 0 + Date wanted: a.m. L _so...Aki A h'1 a! /S P.m. Requester: Phone: PO 6 -394 4 (07 pe-)5 INSPECTION NO. INSPECTION RECORD i Retain .a copy with permit :M 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4 J i q�c 4 q iqoi We-it. ?-frsyoof . 2 ,(AA4 n Pct 1.--LAA:41 w2-,1/4 Inspector: Date: 2 :( `70� $47.00 REINSPECTION FEE R Q IRED: ,Pfior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 1t10. Call tb schedule reinspection. Receipt No: Date: r iec ctt rn , . _ Type of Inspectio 1166 q q I Date '• : my J00 Special instru Lions: !�Il VV Datewanted:�)'� /�O l � a � . , m ;� . , . do Requester: Phone: INSPECTION RECORD Retain a copy with permit •; INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: pet ti.ed 0 $47.00 REINSPECTI' FEE RE • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t I PERMIT NO. (206)431 -3670 Corrections required prior to approval. Project: . . sPr ximea Fr Type of Inspectiol . 1 ce ( 1�.. A e ss: L / 5' Date called: :Special instructions: Date wanted: / Z . m. Requester: 4c c Phone: -tote, --- 5f 6 - -6?24 INSPECTION NO .CITY 'OF BUILDING DIVISION `6300_Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain .a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ( 641J p .t La $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: Project. Type of I s c Address: � � ( , / i i5 D ate called: 4 • Special instructions: ab Date wanted: 1 ^2, a.m. C /5/�m1 Requester: Phone 6,` 3 cl ( 0 - 74.... ." G • acs. 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. COMMENTS: PL.) s 46/ 7 7 c���.�• et ( Inspector: 1 .4forl Ads hit � / I $47.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sch :dule reinspection. Receipt No: Date: P ' t: C� spf ti n: /�/f� Type I (/f IZGG�{ '// l ess ^9 L/60 4jyy s /+ v Date called: ' IS I// ecial instructions: Lsor Date wanted ' Z a.m Requester: i Phone -3940 2Z PERMIT NO. INSPEC ON NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OFTUKWILA BUILDING DIVISION 6300 Sotthcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P aakKil M64, Type f Inspeaion: WILL AdAetbq 4 117 $ AA, 11-07) Date iled: ie.'i'lq9 Date wan teql: 0 Special instructions: eq uester: fil Phone: e t. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKVVILA BUILDING DIVISION 6300 Southcetiter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: A Inspector: Date: st, • El $47.00 REINSPECTION ' r REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: K . A . pproved per applicable codes. El Corrections required prior to approval. • • •1,1 COMMENTS: l? L 3 p AbD 3 ( -p.rA /6-7 4T6 -- / ve.4 .e E.s'L /.7 -r -- / "- ov, /. 1 -t- /dam r Qik...✓,c. /4" 77 n A/ Address: 1 ->DC i_4(,) AV 5 0 7) ac/.4 tc T t Si- -J E t,, - /"ce . ri e'0 2)36044/.,--(c", O,t L i4c Pc /4t r v Date I wanted: C t C a.m. ( p.m. Requester: n ++ Phpne: (A;), fq (4 CO Pr ' t: aininC vG - Type of I spection: • v-►�a l l i r� j ��- � kr z „e- Date call d: I ; 3-C1 c1 Address: 1 ->DC i_4(,) AV 5 -1+ 20 Special stru r v Date I wanted: C t C a.m. ( p.m. Requester: n ++ Phpne: (A;), fq (4 CO Approved per applicable codes. 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 Corrections required prior to approval. D) A� 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: 9 Project: Type of Inspection: 1) Address: Date called: // 94,7 Special instructions: /0 r.. 0 Date wanted: a.m. Y # / J / q P.m: R equester: �/, . f , .,,�t Phone: E Approved per applicable codes. INSPECT RECORD [-- � + -0063 Retain a copy with permit INSPECTION NO: ,: CITY OF TU161VILA BUILDING DIVISION 6300 Soutcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Cfr 4 J .' Cry So he .fn f`6 t. Inspector: (id 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: eQitA/tCJt . V ► ' t � L �: r do i A dress: i'.: k ,. 1 Special instructions: �--- 2U Date te': 1 P .m. f u er: s P o -- 1(40 to- =:t INSPECTION. RECORD Retain a copy with permit INSPECTION NO::. CITY: OF TUKWILA BUILDING DIVISION PERMIT NO. 6300'Southcenter Blvd, #100, Tukwila, WA 98188 _ (2 6,)431_3 70_* Approved per applicable codes. Corrections required prior to approval. COMMENTS: rx-7-K.e-a92 S ',1- 54�.477/-7,-r9 $47.00 REINSPECTION E REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: AiNA4r� 'i6�Yf.G13�n5'�'t�')t:..X COMMENTS: / /*if ",.y diA,,,..-..,--.7- 73 ,��.o‘i s',s el) iola.e.X ez&-a ' sSKMP/J fS „2J . /26u7 4 g art:• . S: , ,..r , /..-e► 7 z3 ../ 3 476 X av`e So , w ' 41 '', F.7 itt R 70 A.o<.�e ,' S 5 c 'Date wanted: / a.m. /pY ?(j 7 p.m. G,)a- rl-r .4- / S .... " b✓ O I 6e. (A-0/f Type of Inspection: S 3. • Address: /? ,- ,..r , , Date called: r\ / 01 Special instructions: LE . '\ ` ; 'Date wanted: / a.m. /pY ?(j 7 p.m. Requester J / Phone: I INSPECTION NO. . Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 .Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Gu Date: /0/ 21/7f $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: Projec T Ty of Inspection: di - _ A A, v D Date called: led to .Special instructions: . D Da te w anted: m. Requester: ! P ( (V) 37 - b D- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Q $4 .00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /' r"(r7��'�CT 1'` Type of In ection: r, --- . 5 ri i) . Address: Z. oa 9 �, 1,4 , Date c I �): / Special instructions: D wan d: 9 2 - - t ) //79 p.m. eque _y Phone: 396 ‘r 7 2 Z INSPECTION RECORD Retain a copy with permit ;INSPECTION NO. CITY OF BUILDING DIVISION ;_6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. , Inspector: 6v Date: (.7/ a $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: C - F'�"' Type of Inspection: 12( /,-∎ A ress: L o y genic L s. ' : Date called: q - , , Special'instructions:• • . t . 20 �° ur v0 LP / : Date wanted: Gj a m 'Sys Requester: ‘e.6,„. /J( Phone: ^�(hJ /J 3 ' INSPECTION RECORD Reta a copy w perm INSP CTION NO. CITYOF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: - . D $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:. Type of Inspection A l ( hi a` Date called: 9 / y /` Special instru , �} /.r ons: L i ' / , Date wanted: Cj 1� . Requester: � '2) PhorJ v V / PECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila, WA 98188 c s - 4Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. $47. ' 0. REINSPECTIO E REQU ED.. Prior to inspection, fee must be paid at 6300 Southcenter BI ., Suite 100. Call to schedule reinspection. Receipt No: Date: FINALAPP.FRM . �. 1Nw Y i r ;y 's' ' � :` a'S � ` {f t't }� t'�a ' �T r�N•%S 1114••••••••' ' • 4c N ti omas P • Keefe Fire Chief Headquarters Stattorii. 444 AndoverParkEast . Tukwila, 'Far (206)'575.4439. .�. ,"i` Project Name: Location: File #: Action: Date: 22 auxi 42.1 PUBLIC WORKS PROJECT RE viE w LUIVIIVIENTS Di-e144&.cxiq¢ }Cow.. -es Mi - 00 ( 1 00 L1, 0 L s9 , Ott 3 0063 Reviewed By: J OQ.k .+'Q.- S t ec 6200 LI 3 3- 0 1 D 9R - OOIS LOT 24 CoMPostrE sae pLF J Dq9 -- oori • LET 23 SHOWING A-LL W1LITIES INC,u4,0IN4 - Uts L T 1:30WER /rEt.Ecommt4,pica4 D E D9q - o n3 L 021 To Poss: ee.S (art Lir' c,oN FL ICTS 0 00630 LoT20 R5-it. 1. P.eiu i se. d,reth o'rt- d 1 1 e ) arro of 2 4/) 2. rj2 / 4vyr^ dnuell2 / 1: site (contou,rs) sk mad, M 4 / c 2 , 3 pprv� 6vaci. & Oriazhaf¢, t1 1424 p repxred b J RR. e'w9 im ee r it ,10s9 j p ` rot ' s rWisiovti r2.C,au-e4 on. 1 3o ig4q ow m Show � o f f s�o• dra,i #retA w • c�CQ,Qiw s • ' 5 tle, W �t etetlia , - Jo s 3. PJ e rn 62.GCt s.0 'e ` at +. of n homes 5Ir1,ow n. opt, ,1 Lz site- HA fie. 1-o otfri k� S S k,o w w m tom. - t4rf c-L1 ¥ec, t t t.,raed PI-9 - • co rre+ i . eotAAviAir eke u 'o . I 0 .-at 20 C,ov% i - 0 Gow ' aggatte OW 1 I (S2 w M . 1� -ms's 60.0 e co/rot-444f 0 au, tpd4 of 2,r ' tad ' eci c,orreat3 /Dr maxi sue. 5. h,oW ht o S€. ex, oAA4 r s.2Yvi� P cevt/ PIA?"' AgAAA/ ottem:(11 tkitake SAA/tt, - .v +rr�ar..:rx.n•.,w..., +..,,vw x..,. �r. �....-..,r,.,..., w,,... w,.. no,.,. w. � .,,..w.w..u..e..+wx•w«...rvr.�, C) 1-CtziA . 4e. 6. 51/A AA c orrec j propolezi mew w se 'ce 1 .41km- plow -t r D E M o L m Tr oN p4,414,0 n %. lot le dt M 1 91.00 46 5k 2. w dzt v -ekr- se,,v ce s + boxes e SW coves of Lot l 4 0, MO comer er o f Left oL0. L lu'c,G- /us wilt b2 no ) t,t,5 ► +1.4.es,e- 6e-41)1Y-es. k. your loot 24 lQn Shows kb11,41 be x,ice, - Ku. N(.c) WVY1 er of Iotz�{ —ple Arem'f.j. s. youvr 1 `•2A Si k 1�.., sl�Js w 14.,,vfce. c .. 6 044 1 . con neat blink- S a1 -4 4 Lot 20. c. Hot.) Quo resw2+ w+ kofs 23, 2.4, 2.1 - sHAme, e,$0 W At-t v 414165 c r 1,1.4. 4,,' v i d4A422 W e&' s 4442. rn Lo4 Ln., 0 4'e- luared . rrt ti,tz eis 2,441-1, A?, d a t b kq4 c9 e- me 44-cl Gt.ax, it-'S imtuvicw.47,Q. wezte op f. W rier t. , o p o Fire 1-1Q.),"......24- l-1 e4 Ti.c,r� Q,,•o�,�..d e 2 Q, uLAAA.1-1-cd Q4 ec ,rt 4 b Q N- 0113 5 kO W S two " ALL ( . 15 -biz exfrgAA,L4-4;t .1,0 c i o r- ci,a.c .t's ,Q,� �,e,, o,�,�lo -e, col, :h eJ -} -o 0,tc. o m m o e. +Le, -+ vi c rco u.,,...cl, . 8. T Ie y►,oit 'J- r1104J w14.44.4„- Afitiff of K sridu, sre44,cr e. (5 0 �t , p�'�t�rw i Se. 6L p rei aft. SZu..rr r h'1.424 4., JZ,)cJ tet., si o �., 1 s t.c.i, red S eA. QkbaJte.d Gi 1 of. T [ - FLO s s Soil Plpe Adapter INSPECTION TEE AT CRY R/W UNE Show Address on Plan. 523 BIRCH ST. STREET 8' or LARGER MAIN SEVER Use Saddle for Existing Main. City of Tukwila Sanitary Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail MaZiMMOZWZ 18' 18' Min. Cover unless extended to 6' n Grads. DATE: i 1/22/96 30' CRY R/W UNE SS— 1 PROPERTY LINE Materials: NI New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes are lees than 15X. Ductile iron(poyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Cr ove 12' Min Cover required over all pipe. Slops: Min. 2X Max. 20% without anchors Anchor for >20% Plopped ShowloAddress on Pn. Clean Out / (Total 90' requires Clean Out) 523 Long Sweep Plugged BIRCH ST. [ e.fl d Clean Out l (Wye) 4' Sewer Pipe 10' Min. Solt Plpe Adapter INSPECTION TEE AT CITY R/W LINE STREET Use Saddle for Existing Main. 8' or LARGER MAIN SEWER City of Tukwila DATE: 11/22/96 Test Tee & Clean Out Detail ` 18 18' Min. Cover unless extended to Grade. SANITARY SIDE SEWER DATE: February 25, 1999 PROJECT NAME: Dreamcraft Homes, Lot 20 PERMIT NO.: D99-0063 PLAN REVIEWER: Contact Joanna Spencer at (206)433-0179, if you have any questions regarding the following comments: 1) Applicant's proposal for Lot 20 of Klinker BLA doesn't match the approved master grading and drainage plan prepared by JJR Engineering and approved by Tukwila Public Works Department on April 23, 1998. According to the approved master plan, Lot 20 calls for existing house to remain and a new attached garage to be added. Please have your engineer, JJR Engineering, prepare a revised master grading and storm drainage plan reflecting the proposed changes, recalculate flood storage volumes and earthwork. fitiv, to ow ric;ft s eAA OAAA t9-SSOC) ale NA- CiDifb4A4194/- (1 2104 5Lcrnjto Hobo as-e- cto City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS • " •Iro • .• • • 110 . • !' John W. Rants, Mayor Ross A. Eamst, P. E., Dfrector • nrn _ MALI i I / /•/ NOT TO SCALE ,/ ,--, FeN � � r 7 1 1/2" DRAIN ROCK. WRAPPED W FILTER FABRIC. PROVIDE 4" r DEPTH` . BELOW PIPE AND • / 8" DEPTH ABOVE PIPE. LAY, PIPE IN ..CENTER ,' �' �� � OF 18' - MINIMUM TRENCH WIDTH. PIPE / ,' i i SHALL BE PERFORATED HAWCOR HI-9. ' OR V CRY APPROVED EQUAL. • / � _ , /1 l CUTOFF TRENCH /CLEAN =OUT DETAIL - , /��,. / t t �/ / , L / � , r 1 1 , i r //. ar/ %off ∎!/ �Aii im/ .� // /vim t•I /I / /�i�� ! /r / / //� �1.��!I, :� /� / / ►OII // /. wow A.A.. - ■te �a�..� —ili �'ii�iirr•ii___ tt !f /i DOWNSPOUT COLLECTOR LINES. SHALL BE PROVIDED FOR EACH HOUSE . ROUTE TO LOCATIONS SHOWN AT NO' LESS THAN .1% SLOPE PIPE. MATERIAL. SHALL BE RIGID. PVC DRAIN PIPE. COVER SHALL BE PER - MANUFACTURERS RECOMMENDATIONS, BUT NOT LESS THAN ONE FOOT. CLEANOUTS SIMILAR TO THE CUTOFF TRENCH • DETAIL AT RIGHT. SHALL BE INSTALLED AT THE TERMINUS OF EACH DOWNSPOUT COLLECTOR. / / / , TT (r 140USE o � 30X35' b i W/ 20X20 Z I GARAGE ). LOT 22 OF START INSTALLATION. TRENCH. 720 LF OF CUTOFF I wsTALL amours AT LOCATIONS xg' SHOWN. SEE O ABOVE. , ,/ +9.65{ , g x 1 t f xg SOO OO .rJ0"W 33LF RCP I . 7.79 fE 7.63 MID MD. xg' 760.00 4A xg' r I { xgr LF 12 RCP IE. 10 f 1 I ► ! 725t Fr. OF 5 FT. WOE, r � THICK CONCRETE 4 -1. SIDEWALK HOLD WEST E AT +10.1 _ EEVATION. I e� , 1 SLOPE WALK AT 2% 10 EDG THE EAST. D RIVEW AY ' MOMS ENTRANCE SHALL HAVE Cr 'THICK i c SECTIONS: CONSTRUCTION METHODS MD r 1 l MATERIALS SHALL. COMPLY twat THE «TY OF TUKWILA INFRASTRUCTURE DESIGN AND 1 t CONSTRUCTION STJWDARDS FOR STREETS. TYPICAL PRIVATE ACCESS ROAD. PROVIDE 5 FT RADOS RETURNS AND 12'I .R@FORCED CONCRETE PIPE (RCP) CULVERTS. SLOPE CULVERTS TO SOUTH • S.'.0014 FT/FT. - - 46TH AVE. S0. (SECOND AVE.) —L- 1E. 7.42 POINT FROM PROPE TY ' TO VEST. E 2I IRP x SPOUT COLLECTOR LANES SHALL BE IDED FOR EACH HOUSE. ROUTE TO NTONS SHOWN AT NO LESS THAN .1% E. PIPE. MATERVL SHALL BE RIGID. PVC 1 PIPE. COVER SHALL BE PER - -ESS THAN ONE FOOT. CLEANOUTS kit TO 11E CUTOFF TRENCH DETNL GHT SHALL BE INSTALLED AT THE INUS OF EACH DOWNSPOUT COLLECTOR b FF TRENCH /CLEAN -OUT DETAIL SCALE i 6 LOT�. 22 itarAu. =MOWS AT WCAONS SHOWN. SEE DETAIL ABOVE. TI X'zb• • 1 xo • I { START INSTALLATION - OF 720 LF OF CUTOFF TRENCH. 1 1 /e DRAIN ROCI4 WRAPPED WITH FILTER FABRIC. PROVIDE 4 fDEPTH` BELOW PIPE AND E'• . DEPTH ABOVE PIPE. LAY', PIPE IN ..CENTER OF 18" - MINIMUM TRENCH WIDTH. PIPE SHALL BE PERFORATED RANCOR HI—Q. OR CITY APPROVED EQUAL • AIM :n 1 r. RCP 35 LF 12 RCP tF ltg � , T .r 7.911 / _ !• " tE Tres _ tE 7 5 !E. (RCP) CULVERTS. SLOPE CULVERTS TO SOUTH • $1+.0014 FT/FT. 46TH AVE'. SO. 6 ECOND AVE.) x E. 7..37 RCP 1 X11.4 HOD'IDi070D'E. -3 18 -r• te • 8 REVISION :DATE PREPARED: _..FEBRUARY 18, 1997- 13.0 11.0 9.0 7.0 5.0 t); 0.00 EXIST. g'4 DI WATER MAIN. 3 FT. COVER. ALIGNMENT VARIES. TYPICAL FRONTAGE IMPROVEMENT SECTION SCALE: 1 - =10' APP 20.0 0 JOB NUMBER 9 7 =.27 cLEfl NO 97727 EXIST. 8'0 PVC SANITARY SEWER. UNE & GRADE VARY. - rT — I 2 IMI 1 1 VARIES, 1' MIN. -L I VARIES 5' MIN. REVIEW PRIOR TO EXCAVATION OF DITCH IN THIS VARIES. s' MIN. NEW 5' WIDE SIDEWALK. HOLD WEST EDGE AT EL 10.1 & SLOPE TO EAST AT 2%. BLA L96 -007 GRADING &DRAINAGE OWNER: ` KLJNKER CORP. P.O.BOX 26 KIRKLAND, WA. 98083 (425) 820 -6006 -� ENGINE E#�: ;..: Ronald K. Ricch, P.E:,: d.b.d. JRR Engineering 16030 52ND Ave. W., Edmonds, WA. 98026 ( 206) :.745 -1766, FAX 742 -5221 • i 1 ( ` / y ' { ` 1 t `" e .� ; ' -- .... i... OA X11.4 HOD'IDi070D'E. -3 18 -r• te • 8 REVISION :DATE PREPARED: _..FEBRUARY 18, 1997- 13.0 11.0 9.0 7.0 5.0 t); 0.00 EXIST. g'4 DI WATER MAIN. 3 FT. COVER. ALIGNMENT VARIES. TYPICAL FRONTAGE IMPROVEMENT SECTION SCALE: 1 - =10' APP 20.0 0 JOB NUMBER 9 7 =.27 cLEfl NO 97727 EXIST. 8'0 PVC SANITARY SEWER. UNE & GRADE VARY. - rT — I 2 IMI 1 1 VARIES, 1' MIN. -L I VARIES 5' MIN. REVIEW PRIOR TO EXCAVATION OF DITCH IN THIS VARIES. s' MIN. NEW 5' WIDE SIDEWALK. HOLD WEST EDGE AT EL 10.1 & SLOPE TO EAST AT 2%. BLA L96 -007 GRADING &DRAINAGE OWNER: ` KLJNKER CORP. P.O.BOX 26 KIRKLAND, WA. 98083 (425) 820 -6006 -� ENGINE E#�: ;..: Ronald K. Ricch, P.E:,: d.b.d. JRR Engineering 16030 52ND Ave. W., Edmonds, WA. 98026 ( 206) :.745 -1766, FAX 742 -5221 • W> x Yi pap,� Q 1 � ° . a W of - 7 — > I I 1/ & SLOPETOAT NEW HOLD 5' WIDE SIDEWALK AT E WEST EDGE i l l I II `.` 1 n I '7 nn 40.0 6000 GINEERING __ 60' 1.1 0/10797,2/3 : • - CUR tEN1VAEADOIN8.- : DATE . :PREPARED: : _. " . FEBRUARY 18, 1997-- .. DATE • REVISION 13.0 11.0 9.0 7.0 5.0 0. EXIST. 8'0 Dl —' WATER MAIN. 3 FT. COVER. ALIGNMENT VARIES. TYPICAL FRONTAGE IMPROVEMENT SECTIO SCALE f = 10' D . JOB NUMBER 97 -27 EXIST. 8 PVC SANITARY SEWER, UNE & GRADE VARY. REVIEW PRIOR 7t OF DITCH IN THI! � 2 1MI ' I -.4 1. VARIES, 1' Mit L I I VARY " 5' MIN. 3z BLA L96 -007 GRADI G �� OWNER: KLINKER CORP. P.O.BOX 26 KIRKLAND, WA. 98083 (425) 820 -6006 ENGINEER ::. Ronald K. Ricoh, P.E. . d.b 16030 .52ND' Ave. ' W., Edrr (206) 745 -1766, FAX 74: 7 C.12.A.V7 H oy Z is m - s. W P. a t cibv3 i2 �: C2 m ` L ize c2 0�1 1 �1 c (see �-- tams 822/ O S Cc .? t w � - 1 i 5ci c�C3C_ GL- I-SZ.x_ Cl (51^-u. < <. W LOS =2 .Q , (6v Zit+ S244. kk• )(30rt.nNc 10 � (554 el GL42 0 �`� ZZ) +Zou 1 4.16.47 = o$ \I 31•3c = 3� •� 5 3? c» 4'91.1-\L („E -s -c•N lo Z$) 'C r .� ,N ��c�t�.� 1� 3���c = 5 Z 3Z vhl-ts 4 663V cl 0;62 k G G t - ra4-4 (b)q . Ic7(.4(.1) - I sco Vi 1 o o R. HORN ASSOCIATES c _ o (v g>o CO < (3 5 RECEIVED CITY OF TUKWILA FE; 2 r R .I.F PERMIT CENTER Pq 3 cors vc../ ► D t Go clu.3 S �qqoG3 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 l Lt. CS pl2=TVVI C RJ T4 A..1 e 5 Z• c l -j C A o k4 - �cQ QS U 11 $ o YM rk w t N P O'" -( S` r %°114.1 P aV ��,.1�= �1�.4►(.�� -�� 1'? c. X3. qa*-2‘i it•4(. G M( , = 14 •' ovt• =:��- (0 14. 4 L)4C.L.. 3.60'4)4 *t- Lt t' � WALL= 34 )' ; �,''l� lit L 2 -8 - 4. (0) t_ LO ■• ? 4.) %.4 ( \c. - <. t►. vv f ` 1 L (C . 3(4) t3.Z 47(°)) l3Z- uL1' • ;or 5 2 o • - /37, j : 147) 0 ;2 /ge4 a 231 6'rgl-P ►ti. . /.3 7.7 ;', Z � I L J 4t 58 JZ W:34 I3 ,$Z '' ii4 /Z4-- -155 c = 241 1-3 e ll 1 /"S L ATEi2.4�,,, 4t>Cr --�' 31 1 4 45 i"; 1 k tr, z• S' . > S -j R.HORN ASSOCIATES KENT 130TH 98 64.5102 (206)631 -5 53 — TO p • S144 O. A Z Al r 1 e C I C 1 A t�.. Z 2- 6 ZL 4c 4G F 1) 5 04 P 2 r C=44- F - 3 G _5 /r w ' 6 AV, 1 Fr 14 l3 17. I 4� (4. 4o lSS Z 251 23\ S (A) I h r L. OJT' S Stt FT 3o0 Z1 sc..) 'ne e r ¢, NG Ott Co vut r+ CNN - &-t-L 0•Jc. sloc c; EA t -•7 - "7. {` a — �. 0- ►jeI_c.. � 4 < 43� t4.-z,t_ /..` 4 / cc. ° 1. ♦ :, t , ■_) 9 o G g dC 8 cw4 ta d ` 4"0 0 Go -A j 9CVA UZZ. �.. 2. P . c I N u ov.. 5 Li fJ(2. S t t�fl $ I GOvtOP • _ MARK' . SHEATHING FASTENER SPACING •ALL tools TOP AND GOTTOM Puy' •NuNcmoit AK_ Al BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES mr MIN A P A RATED SHEATHING Ild 0 r OC OR . 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I MUM= iI ■ _ _ r mama■ I 1 _I ■■■■a■ • ■m■ c�3t � �r►-z. £ V (t--d v bore _ I � I I L...IJLi. 1 1 I- 1 ■■■ ■■ lain • • ■�. ■■ L Ell Ill" r _26 _LA Et 4 . 1 1.__1_... _. I I II 1 40-_12.4.1 163 (4 pet, F‘c 09.11.1947 TJ- Bsam(TM) 12:39:16 N ame: Ralph J Norn Project Muse: REGAL PLAN DREAMCRAFT Page Title: ON 01 B ased on Allowable Stress Design (ASD) MC building code for TJN products available through Distribution Application Floor - Res. Deflection Criteria ( S) Neaber Use SEAN Load Classification 'Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Loed(psf) 40.0 Dead Load(psf) . 10.0 Tributary Nidth('- 00 ).... 1- 0.00 • R Horn Associates Po Box 5102 Kent, w 90064 USA Phone: 206 6315353 Fax: 206. 631.5353 LOAD:. • Class LOF Begin End . Live Load Dead Load CamMsent 1 Conc(lbs) " Floor 1.00 4'- 6.00 ". 1019 255 Add 2 Unif(plf) 'Floor 1.00 4'- 6.00" 7'- 0.00" 280 70 Rapt 1.75" x 7.25" Microllam(R) WS LVL 1.8E 7'- 0.00" A The minimum depth size is 2 Pcs of 1.75" x 5.5" 1.8E Span 1 A Max. Reaction•Total(lb) 775 1621 • Live(lb) 611 1288 Requ4red Length(in) 1.50(W) 2.18(W) Max. Unbraced Length(in) 32 v4.60 217004179 0000 S "IZE ANALYSIS ASD This analysis for TJN products only! Substitution voids this analysis. INPORTANTI The analysis presented below is output from software developed by True Joist Maclillan(TJM). TJN warrants the siting of its products by this software will be accomplished in accordance with TJN product design criteria and code accepted' design values. The specific product applicition, input design loads, and stated dimensions have been provided by tpe,software user. This output has not been reviewed by a TJN Associate. • The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the meaber. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximus Design Allowable Control Shear(lb) 1621 1408 < 2411 58% RT. end Span i under Floor loading Moment(ft -lb) 2950 2950 < 3557 83% KID Span 1 under Floor loading Live Defl.(in) 0.191 < 0.233 L/439 KID Span 1 under Floor loading Total Defl.(in) 0.241 < 0.313 L/348 KID Span 1 under Floor loading Copyright (c) 1997 by True Joist Naciillen, a limited partnership, Boise, Idaho,' USA. Microllem(R) is a registered trademark of Trus Joist MacMillan. TJ- Beem(TN) is a trademark of Trus Joist MacMillan. 140101 UMW Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A • 08.18 -1997 07 :46:09 Name: Ralph J Norn Project Name: REGAL PLAN DREAMCRAFT Page Title: ON 82 Based an Allowable Stress Design (ASO) USC building code for TJM products available through Distribution Application Floor - Res. Load Classification Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dead Load(psf) 10.0 Tributary Width('- ").... 1- 0.00 LOAD: 1 Conc(lbs) 2 Unif(plf) 3 Unif(plf) 4 Unif(plf) Shear(lb) Moment(ft -lb) Live' Defl.(in) Total Defl.(in) TJ- Beam(TM) v4.60 217004179 0011 R Horn Associates PO BOX 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206. 631.5353 Deflection Criteria ( S) Member Use BEAM U. Defl TL Deft Member Top Slope(in/ft)... 0.000 Span 1 L/360 L/240 Roof Stcpe(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A • Reinforced Overhangs N/A Class LDF Begin End Live Load Dead Load Snow 1.15 4'- 1.80" 2750 1100 Add Snow 1.15 0'- 0.00 ". 4'- 1.80" 350 140 Repl Floor 1.00 4'- 1.80" 12'- 3.00" 80 20 Rept Floor 1.00 8'- 1.80" 12'- 3.00" 80 20 Rept Maximum 4627 14905 A 12'- 3.00" Bearing length exceeds 3.5" at bearing 1 A Design Allowable 4133 < 7102 14905 < 17591 0.357 < 0.408 0.498 < 0.613 A Span 1 A Max. Reaction Total(lb) 4627 2588 Live(lb) 3294(S1.15) 1885(S1.15) Required Brg. Lingth(in) 4.05(W) 2.26(W) Max. Unbraced Length(in) 32 SIZE ANALYSIS - ASD Comment 2.69" x 11.875 "'Parallam(R) WS PSL 2.0E Control 58% LT. end Span 1 under Snow Roof loading 85% MID Span 1 under Snow Roof loading L/411 MID Span . 1 under Snow Roof loading L/295 MID Span 1 under Snow Roof loading Copyright (c) 1997 by True Joist MacMillan, a• limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ- Beam(TN) is a trademark of Trus Joist MacMillan. Page 1 of 1 TJ8EAN0 This analysis for TJM products only! Substitution voids this analysis. ;MPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJN). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the ',mbar. Lateral bracing needs to be properly attached and positioned to achieve stability. ... ... . . • PROJECT NUMBER 2359 20 May 1999 CLIENT ATTENTION REFERENCE SUBJECT HE1M' ° JAILL J CONSULTING ENGINEERS : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 : Bill Babb : Allentown Development along 46 Avenue S, Tukwila : Seismic investigation The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the INTRODUCTION OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. L71'7-oo(9a page 1 of 6 pages 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 -643 -3429 dchemphill @msn.com • • • PROJECT NUMBER 2359 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down. The waves accelerate to a The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone SEISMIC COEFFICIENT for DESIGN PURPOSES 20 May 1999 page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 page 3 of 6 pages is not the case at this site. The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft \sec \sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. PROJECT NUMBER 2359 LIQUEFACTION That bond between the grains can be lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between the grains. Unless an extremely heavy load is applied to the deeper granular soils, the intergranular friction, and sometimes the capillary tension if the soils are damp, prevents the soil grains from sliding into a more dense condition, and they Another condition that occurs within loose,granular soils during a seismic condition is called liquefaction. Liquefaction occurs two ways; by rising groundwater creating a 'quick' condition, and by trapped porewater reducing the strength of the soils. When granular soils that are below the 20 May 1999 remain relatively loose. page 4 of 6 pages If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced Toad bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. B ecause ; the groundwater is fairly deep, J ere could not be enough settlement to rce the groundwater to the surface, yen if the upper soils were all sand Registered Engineer No. 14777 State of Washington HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity : . : (��.'' EMEEPEREFiLl City of Tukwila Department of Community Development John W. Rants, Mayor. June 28, 1999 Vickie Martin 215 East Meeker Kent, WA 98032 Dear. Ms. Martin: CORRECTION LETTER #1 Development Permit Application Number D99 -0063 Dreamcraft Homes 12009 — 46th Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0063 Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431 -3665 March 1, 1999 Vickie Martin 215 East Meeker Kent, WA 98032 RE: Letter of Incomplete Application #1 Development Permit Application Number D99-0063 Dreamcraft Homes 12009 46 Av S Dear Ms. Martin: 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. If you have any questions, please contact me at the Permit Center at (206)431-3671. City of Tukwila Department of Community Development Brenda Holt Permit Technician encl File: Permit File No. D99.0063 John W. Rants, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 24, 1999, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Joanna Spencer, Development Engineer, at (206)433-0179, if you have any questions regarding the attached. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. ReVisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431•3665 .'. - . • . S , ...::p: hc .:•4 t.„ : 1 To r/:•la L.,.i r....., 6cii.k.. 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(,o...,k5k . c*, C1cCor 1 ,:',',,, -..,...,.%::,-,.,.!,:,;, ..,... _••...., , _ . . , , m ti....1169 •...."._;::-i.,.,.:•-::::::::::',:j.:..,.y•'!,...,,,:, ci*i , (3,9c ; f 7 d ( J: 1 L ,,=-: .•.:„.......,,.,•....„....,..;,_:„..... ......,.:, .; ,, .. ...:.:.:. . •••,,...:,,•:•:.'.-.: ..,.' -,,:.:....,',' ''.:',': --•• '.' • : ' : RECEIVED ..1LA my OF - WM FEB 2 1J, PERMIT CENTER Cr,?3 Pciciewoote OcReocco3 DEPARTMENTS: • Building Division Ti fi u lic W TUES /THURS ROUTING: Peir ■ vorarol. -)06\•P PLAN REVIEW /ROUTING SLIP PRO JECT NAME: DREAMCRAFT LOT 20 .Original, Plan Submittal. • Response to. Incomplete Letter # DATE:.. 8 -13 -99 Revision #• After Permit Is Issued Fire Prevention Structural n n Planning Division n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -17 -99 Complete Vci Incomplete n Not Applicable n Comments: Please Route Structural Review Required Permit Coordinator No further Review Required n re n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9-14-99 Approved Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved \PRROUTE.DOC 5/99 Not Approved (attach comments) n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY: NUMBER: D99 -0063 DATE: 4-7-99 PROJECT; NAME:: DREAMCRAFT HOMES riginal ;Plan Submittal Xx Response to Incomplete. Letter: esponse to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: N Bu ing Division F -1 -f� Xr �WC, -22- q Public Works Structural ❑ did M� DETERMINA ION OF COMPLETENESS: (Tues, Thurs) Complete Comments: TUES /THURS ROUTING: Please Route \PR•ROUTE.DOC W9B (epic PLAN REVIEW/ROUTING SLIP Incomplete Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Plann�Division ermit7 DUE DATE: 4 -8 -99 JRI S Not Applicable C No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 - - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) VI 60 ( ±r✓y) l f v 4 ( 1fvt,CUsied REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: ACTIVITY NUMBER: D99 -0063 DATE: 2 -24 -99 PROJECT NAME DREAMCRAFT HOMES LOT 20 irx Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Perrrit GoOd. Copy PLAN REVIEW/ROUTING SLIP Building Division tgl Fire Prevention P blic Works Structural ,1J5 riaA;If1 �� y TUES /THURS ROUTING: Please Route 0 Approved El Approved with Conditions 0 \PR.ROUTEAOC 6/98 Planning Division No further Review Required Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -25-99 Permit Coordinator Complete 0 Incomplete Z ito Not Applicable 0 Comments: "" "" L 1 ' Vj -(T REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -25 -99 Approved 0 Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: City of Tukwila 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: 8" (3 - 9 Plan Check/Permit Number: b q q — 0 0 63 O Response. to Incomplete Letter # g Response to Correction Letter # O Revision # after Permit is Issued Project Name: .) REPI ih C R AFT 14 /hEf' Project Address: (2 00 9 4 64+ y _ S Contact Person: 1/1 C K I: P ARr John W. Rants, Mayor Phone Number: 2 53- U 5 "/" 6 7 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 6 -1 (D' q of 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 SHEET NUMBER(S) 1 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 4 /11* PLAN CHECK/PE MIT NUMBER: PROJECT NAME: Dry &lift PROJECT ADDRESS: 12ooq 44 S • CONTACT PERSON: larAIi PHONE: c>J 3 S5 q �q7 REVISION SUMMARY: (et)1 S r plain ca. .sGly pLuD c( . U3l9OCs ti-ed (xi r P ti ° '� ' � SUBMITTED TO: .9A' "Cloud" or highlight all areas of revisions and date revisions. Manning; Ir@ Do', Public.Works 3/19/96 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL •: REGIST . " EXP DATE , MJFHOI*092DA 10/ 01 /1999::' • . .'EFFECTIVE 'DATE 03/01/1991 J • F HOLDINGS INC 215 E MEEKER KENT WA • 98032 • . i• REGISTERED •. AS • PROVIDED BY • LAW AS .::CONST CONT • GENERAL . • • .. • • :•• '" • :• .• • REGIST. t •'• • EXP . • DATE • • CC01.• • • MJFHOI*092DA 10/01/1999' • EFFECTIVE DATE . 03/01/1991 M 47 • F HOLDINGS INC 215 E MEEKER"- • KENT WA 98032 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold More Mao a Name... A Cogent 19T20BOTHIId-EVEREITHWYSE, BOIHELL, WA 98012 -8124 (206) 481 -7101' 1(800) 800 -5920 FAX (206) 402-4811 Customer: Dreamcraft Homes Address: 215 East vi na (color) Vinyl 1 1 1 1 1 1 ✓1 r ✓2 ` ✓1 Notes: Kent WA 98032 QUOTATION ONLY Dimensions: RO/NOA ■ Notes Size ; Type liar 1 V 6050 I XO 270 2840 i PW i 770 30 D (9.191' to t/ 6050 '; XO 1 270 t/ 2640 SH24 j 570 1068 ." PW : 770 2640 '.! SH24 ' 570 5040 XO I 270 2020 XO 270 ✓ 5040 XO 270 DATE 1 FOR 1 BELOW 5036 XO 270 6068 170 ATTENTION: BRITTNEY BOLLIN Quote Date: 4/25/98 Project Start Date: Job Address: 2650 = SH30 570 25 CLR 5040 xo 270 <�.� -, LOW-E Phone /Fax: 859 -9697 Misc. Notes: Glass LOW -E CLR Grids CLR LOW -E 3X4 6X5 Argon G ; I CLR TEMP CLR LOW -E LOW -E LOW -E LOW -E LOW -E TEMP 1X6 6X4 (l„r,4n +;nn V,Hrt Fur Sis+v pays Maximum Unless Otherwise Noted. job Name: REGAL 1460 Plan Revision Date: Sales Rep. 1047 PO job Phone & Contact: G G Screen ;It-Value Price Each Contact: 2 4 CO " Su 3L 67t 9 1 Total Set State Sales T Total Net Sell.. Extension 1$1,599.88 Page 1/1 REE 'FIVED CITY OF TUKWILA TERMS: NET 30 DAYS t_p p, I) -e.sGd - on a-(6,-;-- ;7 Lv +s I( , Incl , GILI at - TuK -w, /a uncSc rH L.i Ac�ju�+mer�t 1�0. L. q Ls) - 00 - 1, feCe✓ceS Lu,oef e..2CcrdItmc o c c 4:215c q 0,,6 96cAl, oc) , beinq a per -1 l cn q = <55 +hr .lc - -3q, u,c1u cum Lc Glx throw , C D. N 11.1 r�n5 t�1e.aGb�J C - ei.r6er Add Ao 4-1k, CIA-L.\ Xo. 1, accorbcr,c t 2\03, -tttmuecJ recorbe A umL cst t�l 0,--t , e a* n C C I n VvCrSh u�C` fie n RECEIVED CITY OF TUKWILA PERMIT CENTER pqq-cx)15 Pclq-Ca63 Et ►o1 b'II ^ $d 4 I I 'nab �! �.I) •na fl _ i I "I3 44 OI1Vd co o,&Vd 0I 37YMs d3I1Th 40074 l'D'S ESZ Q►oNOnvN pt QFr' .':di Date 2- 2.x;;,,"1 Job No. 92, o.t7>. Drawn I K Approved Sheet 6 I t I- s1 DE ELEFA110NS: 1, All 1II0SIO1S 01 IRIS 1MARlli RAZE 1E0 CNECIE1111 1ECIECSEL IT IS TIE COliIACTOIS IESPOIS1111111 10 1EMIFT Ill 111EISIOIS 111 TREII ICCIMICT. DO MOT ISE A SCALE FOI II►111EISIOISI CAII TIE AICIITECT, 1. 011101 TO IE MTI, t'•0' UNE 111 P011101 OF 100F 01 ST1OCT91E.111i11 - TYPtut, 5. PMOIiit SAFETT KISS II at ERIESS 1001, SWIM Ti SIMIHI61001S. S1011 100IS, SNORER CR 1AT1 IOOIS, min 12 IEIIICALLY OF AIJACEIr JOIST III F110 PAIEIS TI EICESS OF S.F. AU LESS 011.11 OFF 11E FLOOR. N0t.1 3010 6' 110TE FWSIEI TYPICAL S, REFE1 TO DUILDE1 FOR IEAI III SINE - fill 111E1101 FIIISHES, R. VIIDOR SUES, AS lMTEI Ok FLOOl PLAIT, 11E 611Et`.STIICILI AS APPIOSIIATE SITES. 1E01 TO: COITMACTOI 010 0E1 FOI 1110011101 01 NAIUFACTOREI 10 TIE SPECIFIC SIZES TO lE 11511011. Y11irArs, 101(1 AS 'EULESS' 11E TO IEET U,1.E.- 41EOUMENEIIS. E J1 - rrrmitjlTnRi 12 io TEMP. I • e O RgA.R E E_E vA- i O 1J E. i .4LDIV ADOe1 -met �5t, 2% M14 12 6 F.N 12- � c-IIA)11 Ii L _•Inil i-� RIGHT SI p E=VATI ct1 By Date Permit No Check approvals are hat the Plan C ro of 1 u nderstan d t errors and omissions and aDp f an su bj e ct to erro authorize the violation fcon- o t an � does not auth° Receipt o A :,dopted code or ordinance, approved plans c`` n°wledged. tractor's copy of app -- -I,44 I CORNER l A IM CT`r'P) AL' I I - 4 L G i2 . '.T r F', m PL RECEIVED CITY OF TUKWILA ± >— drift P o N to tC o CI LIc o •EEEEYUE COPY. CENTER 149600 s —I N HPAH D 22 • 1 Li _7 2rl . 11F. 2 �II _e- i pearcul<.. JAIL AE3eivR sg Av4 14PA HDZ2 i L 4 col.. =LA1; 6E i� e M 1 lo c..CAWI- sp,aco 34-o ut.le )CAN/ grEP 7 11 2 e' y24 e_ouc 'I X3b"X 0 ST 1-I D I BLK. pt1 i✓FI2ilar. N'< F . CAUTIL=VfdR H P AND'22 -t3f Af?IIJr� Hh1_L A I Wes -StrF 4fr3 EA 14Y. L IG, 16 " of, . :IF =0n n o " car. �l-Aa. �E $B 4 I , • .I - -- 24')(2/1" cONt -011-41- fOONDAIION PLAN: 1. All DIMENSIONS 01 1NIS NAVIN NAVE 1EEI CNECCEI All IECNECCEI. I1 IS IKE COITIACTORS IESPOIS111111Y TO VEIIFY ALL IINEMSIOIS AID tNE11 ACCURACY. DO 101 USE A SCALE FAA AIR 111EISI0C CALL TIE AACNIIECI. 2. CRAYLSPACE: PROVIDE fn MIL V.D. LAPPET -ula1c 11' AT (ACM J0111 AID EATEMDEI TO FOUMDA1101 VALLS PROUD( I' III. CLEARAICE 011E1 FLOOI JOISTS, 11' 111. CLEARAICE 111E1 6111E1 TEAMS. 9T 3. IEIIIICITITE FOOTIAG CONSTIt A FIT POSTS 0T341'X3'1 12' TRICK CONCRETE PADS VITA SIMPSOI TOP AID LASE CAPS 1I111 4 xlo_ 1.f. it 6111ER DEANS - TYPICAL. All FOOTINGS TO TEAR 01 MISTIMED SOIL. k, FOUNIATI01 VEIIIIATTDN: PROYIIE 4 1.85 SQUARE FEET FDA 8 VENTS AS SNOYI 01 PLA1. TYPICAL CRIVLSPACE VEIT SIZE I' 1 l6'. S. IMPORTANT!!!! DO 101 LOCATE CDAYISPACE VE11S UNDEA IAIEIAI PANELS. 6. CRAYLSPACE ACCESS: 11' 1 2A' Mil. 2. DOUTIE FLOUT JOISTS 010(1 All 1EARIIG PAIT11101S TYPICAL. I. 6ARAGE SLAT 01 6111E: A' CONCRETE SLAT VITA VIM (AS 1E0011E11 OVER k' 61AAULAR FILL. SLOPE SLAT 10 GARAGE DOORS 3' - TYPICAL. 9. COMTRACTOI 10 PROVIDE LATERAL RESTIUIIO PANELS AS REOUTAEI II CODE AID AS IIDICATEI OM DRUMS. SEE S' 3 FOR TYPICAL COISIIUCIIOR 1(11115. 10. 5 .6Ae{C 1''It1.1- LC*I1!, MIX 7.2s s.F 7 2 a + 1 5 0 = '1. F =1.85 _ .cG . S VENr$ vEUT RECEI CITY OF T PERMIT C C 0 O ED KWILA TER I FO U H PA.T"I O N Date 2 -2e - Job No. 9 - n 17 Drawn K (� Approved 1 MARK SHEATHING FASTENER SPACING $TALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES © 7 11 W URI APA RATED SHEATHING Ed a B OC OR 18GA 16d a 6' OC OR 1/7 AB 2 4'OC A34 m 18' OC 200 PLF 1/7' GW3 BOTH 5 5d COOLER ORGWB a roc 18d *6'OC OR 12 2 4'OC A34 air 0 200 PLF 12' GWB ONE SIDE Sd COOLER OR WALLBOARD • T OC 164 ®12 OR 12• A.B. a 4' OC A34 24' OC 100 PLF m8- WM AAA RATED SHEATHING ea *roc OR IS GA a S•OC 16d * 6 OR 1/T' A B. St 4' OC A34 ® 18' OC 240 PLF 7116 /EINAPA RATED SHEATHING 80 OR 15 GA *3 1/2' OC 2- 164 *r0.C. OR 1/7 A 8 * 3' O C. � ASS * It O.0 333 PLF 1, 2 7116 - MN /IPA RATED SHEATHING /dfj 3' O.C. OR - IS GA a 2 1/2' O.C. 2- I6d 06'O.C. OR 12' A. 8. 6 7 O.C. A3S a IT O.0 451 PLF 1, 2 SALE AS 4 WITH CONTINUOUS HEADER TO CORNER SAME AS 1. WITH (2) PAH042 HOLD DOWNS PER PANEL NOTES I BLOCK ALL HORIZONTAL WITH 2X BLOCKING • 2 WHEN SHEARWALL IS 24' OR LESS IN LENGTH, REFER TO MINIMIN LATERAL • RESTRAINT PANEL DETAILS 6ELLEVUE COPY CENTE11. 14p668 0 N N _0- a J • 0 i-- GO J cI " 10 2 c , oFFrr - 13" vucQ:, 1 FAMILY K11 14 DR To 101 ER. \/ O C a - STE rK aa,Vo.- • 4" CDnK r;1T10 7 3' 1 orE LJ To A E 4a" WALL- L lo ts 15 CUI FC.'P N a 34 ID" / t .d I1citOV u II � : -t WI iI I I :s!.10* r GARAGE et: Nora I 1 3Ye xI O/i C.4 4.W y- 1400 IU.. IOt 0 f - - - - -- 20' -0 " [LIVING- tzfr(j 2.0, FIF2 AP-?v C T c; a° .1 a. a. R- ht't'tiJL.e CIA,. 5 I Y,a., Ft L-L4A 1- ACo' H - - `t GA►ITIL.evb R c CLPARAI r rrr. t►r ut.I- r ar NhiA,Ar: 0 In J4 4% air Crr0 1,1 am ALL EXTEt oR WALLS 1- ARFA CALL. 2ND Fl-R: Te- 772 Z.F. G843 :.f 14 60 5 F= FIRST FLOOR 0 „�II _ t - /-� tt i � I '{ iJ , t 3 0 1999 �.v SCR FIRST FLOOR PLAN: 1. All DIMENSIONS 01 THIS DRAY AG HAVE TEEN CHECKED AND RECHECKEI. IT it INE CONTRACTORS 1ESPONSIIILITY T1 VERIFY ILL DIIENSIONS All THEIR ACCURASY. DO ROT USE A SCALE FOR III DTIENST(N; CALL TIE ARCHITECT. 1. ENTERIOR MALI CONSTRUCTIOR: 2 I6STU1S AT _Id?. O.C, ;SASS 10111 OTHERWISE. NOTE: IF 2 1 A E1TE1101 WALL CONSTRUCTIOK IS WALLED. i lOTI)E 1 1111 !ISOLATION R-1.1 IISULAT;I6 SHEAT116. 3. INTERIOR WALL CONSTRUCTION: 2 11 STUDS AT 16' O.C. TYPICAL, UNLESS POTE1 OTHERWISE. M. DOUllE FLOOR JOISTS ORDER ALL TEARING WALLS - TYPICAL. 5, TYPICAL HEADER TEAT TO 1010 OFP 2, UNLESS 101E1 OIHERVISE. 6. WINDOW HEADS TO RE AT 6'- a'ABOYE FIIISREI FLOOR - TYPICAL. 0.11155 10111 OTHERWISE. 1. ALL STORAGE ill SPACES UNDER S'AIRWAYS TO 1E FTRISNEI WITH SW 11 ?E - '1' 611.' TYPICAL. 1. CRAWLSPACE ACCESS: 11 I IA' MIT, 9. FORCES LOCATE) WITHIN TIE GARAGE SHALL 1E !ISTALIEI WITH TH' PILOTS Al) LOITERS 01 NEAIIIG EMITS III SWITCHES AT LEAST 11' 110H THE F100R LEVEL (IIRINUN ITU RATTI6 A; REOUIREI), I0, YATEI NEATER PEI ASNREA (9.-101 OR ro)AL. - r,<f r -1 UMINA'(6 [�. $L ;(-- Gx -az lt312- 1L FIRE PROTECTION: PROVIDE - I- LATER 511' TYPE '1'611. AT ALL VARY TERTICAL SURFACES (10 ROOF HEATING AS REQUTRE)). - 1 - 111E1 AT All VAR) NORIZONTAL SURFACES AU -1 LAYER WRAP t 4 . c 01 ALL STRUCTURAL REARS AR) 10STS. -1- I N LAYER II IDJACEIT GARAGE AI? STORAGE UNDER SIAIRS,(z) L AY S / t Et at ,tLazz. FrArli des It) y 11, TU S l SHOV SDL : c '' G' N � O • FIRETLOCK'IEIWEEN STUDS. CD - 11)01 SHOVER FIN '- TO Z.56,P.N, - WATERPROOF VALLS TO fill. 70' AIOVE DRAM INLET. - ALL 61A1116 TICLU11IS 1111015 111111 10 OF 11111 ISLET SHALL 1E SAFETY GLASS. ANEI APPLICAILE.(ON EIIERIOR WALLS) INSULATE 1E1111 TAT/ STAIR PARTITIONS All CORNERS. ,IlSTALL A AIL. PLY VAPOR 1AR11(R. - IA. PROVIDE 6 OUTSIDE AIR 1E1E1 TO THE FIRE101 OF FIREPLACES ANl 100) STOVES. PROVIDE TIGHT FITTIMG MOORS AU A TIGHT FITTII6 1AIPERS, 'KT 11, PROVIDE k 1 i POST STUD EQUAL) UNDER ALL IEAIS ICI R 6 ORDER ALL 1E11 SPLICES). SOLIB (LOCK SUPPORIII6 FLOORS, RECEIVED CITY OF TUKWILA PERMIT CENTER FIR :r F L"' Date 2- 2L3 - Job No. 92 - Drawn K R Approved Sheet 0 N d cc BELLEVUE COPY, CENTER T m �ror - t'.ML .0k.1 0 0 SECOND FLOOR N I . FixgP z 4a' %.' L' • To i loLo O N J 13I'RF~t 2.1 r- :9 i I- a 0 U) I App 69. a 24 -2 6 LZ iNA`;TR -1 a" a) 3 -0 3� I ION/ 69. Ce 2 4° FS.. 'AI ECntiNed -r A IAN r i -I--2_ J 1 L L v 5.�, �V i�tt t 1 g use. 50. E O '1- Ck. iv . 5 ° -I ° ss. New F - .1<T Il L . tr J E1 to" It • 81 N Tlo I a_ 0 0 R- NIC tE ALL ExTER 1 D R. WALLS SECOND FLOOR PLAN: 1. ALL DIKENSIONS ON THIS DRAWING HAVE IEEI CHECKED AID IECHECKEI. IT IS TIE COITRACIORS RESPOISIIILITY TO IERIFT All IINEISIOIS All THEII ACCURACY. DO NOT USE A SCALE FOR ANT IIKEISIOC CALL THE ARCHITECT. 1. ALL 1U1S AID SHOVE! STALK: - flIETIOCI IETWEEN STUDS. - LIMIT SHOVER FIOV TO - 3. 6.P.M. - WATERPROOF VALLS TO Mil. 10' AIOYE DRAIN INLET. - ALL GLAZING IICLUDING WINDOWS WITHIN 10' OF DRAIN INLET SHAH DE SAFETY GLASS. (ISOLATE IEHIII HI/SHOWER PARTITIONS AID CARTERS. DISTILL N NIL. POLY YAPOI )ARRTEI. S. ENTERIOR PAIL CONSTRUCTIOI: 2 O4STUDS AT __I 4?_ O.C, - TYPICAL UNLESS IOTEI OTHERWISE. NOTE: IF 2 I M EITERIOI WALL CONSTNUCIION IS IISTALLED, PIOYIDE R TAIT 1NSULATIQI All 1 INSULATTIG SHEATITS. 1. INTERIOR YALE CGISTIOCTION: 1 1. A STUDS AT 16' O.C. - TTPICAii TILES! TOTE) OTHERWISE, S. DOUBLE FLOOR JOISTS UNDER ALL TEARING PARTITION WALLS - TYPICAL, 6. TYPICAL HEADER TEAR TO 1E±T QFt 2. UNLESS ROTED OTHERWISE. 7. WINDOW HEADS TO RE AT _ 1-81 110YE FINISHED FLOOR - TYPICAL 0MIESS NOTED OTHERWISE. L. ALL STORAGE AID SPACES UNDER STAIRWAYS 10 It FINISHED WITH SIT' JYPE - 'A' 6,Y.S. - TYPICAL. S. ATTIC ACCESS: 11' Z 30' KIT. WITH NIN. 30' HEAD CLEARANCE. 10. PROVIDE L I A POST (OR STUD EGOAL) UNDER ALL LEANS 11 1 UNDER ALL LEAN SPLICES). SOLID !LOCI SUPPORTING FLOOR. U1v' OF TU MNII A: OS 30 1999 RECEIVED CITY OF TUKWILA PERMIT CENTER Sheet Of Date 2.- 2 - 9 1-- Job No. cm, 0) 7 Drawn KD Approved i RECEIVED CITY OF TUKWILA PERMIT CENTER W ` ga in I 1 61- I Date z- 2e -9L Job No. Drawn KR Approved SELLlYUI COPY C[NTER 14US$ RI DG -P. 1 e,EL-nl -J TICV t✓IlI1.P TIT r O ROOF pLn,N L M cot-it-loll 'T R�K,� L UI U) D K z 0 0 u I '11 11 N I 11 I I 1 ( \J (1 hi E- r_ oe N I � U, FIIG1tILRLt- r tJF bvEv HAI J& 12 ( TYPE r NOOF PLAN: E. All DIMENSIONS ON THIS )UAV11G HAVE TEEN CHECKEI All IECNECKEI, II IS 1NE CONTRACTORS RESPOISIIILITY 10 VERIFY All IINENSIOIS All TNEIR ACCURACY, 00 EDT USE A SCALE FOE AID )INENSIM CAIN TIE ARCHITECT, 1. PRE•NANUFACTURE) ROOF TRUSSES: - SHAH CARRY MAIUFACTURERS STEEP. - SHAH 1E 1ESIHILE1 AN' 'RACE) AS PEI NARUFACTURERS SPECS. - EIGII(EIIIG DATA All DETAILS SHALL RE APPROVED II THE DUILDIIG OFFICIALS )(FORE AI! FIELD CUIS OR TRUSS ALTERATIORS, - SHAH NAVE DESICI DETAILS All IRAVIN6S 01 SITE FOR FRANTEG IRSPECTIOR, 3, ROOF VEITILATI01 REQUIRENEITS: - 2 I VENT ILOCEIIG SHAH NAVE FOUR - 2 1 /2'11A. HOLES IT 1' O.D. VIII £01105101 tESISTAIT MIRE METAL NESN WITH OPE11IKS OF 111' IN EMERSION - TYPICAL, UNLESS NOTEI OTHERVISE, VENTILATION SCHEDULE ROOF DESCRIPTION 1U11E1 OF R60F VENT (LOCATION) VENT ALKS,' SOFT. REQUIRE' 1 1 2.83 1. TTPICAL HEADER IEEE TO IE'1 I L° 1.F. I2 , MESS IOIEI OTNEEVISE. . S, TYPICAL, ROOF OVERNAIG TO RE 12 INCHES, UKIAHS 1OTE1 OIHESVISE. I. CROSS HATCHET AREAS OR ROOF PEAR I INDICATE OVERFRANIR6 2 1 I'S AT 0.C, - TYPICAL. 1 FL 4 I GAR. 2.3 0 DOR MaS RECEIVED CITY OF TUKWILA PERMIT CENTER Sheet Of i Re.)oF PL_4,1J D ate 2 -mss `tz Job No. '12. Drawn kta Approved m Q = 4 Z a -C 3 o .5 47 0 d a IX -J U w i . APA RATED SHEATHING 3 /E" MIN. 24/0 ExP..i iT• n 2x - 24 0.9 14F2 12. •ELLEVUE COPY CENTER mew (2) 2r STUDS. NAIL , +I 51- IEATHINCiTO EACH 311/D li SIMPSON HPA1-1022 it U•IU.01 bN VLAJ ,r, rr . •i 7P- ■E, b - -.-Tit 1112. 2 '� I, 7 It I r CLR. si - 'Ax10,XG-Le, 5 81'15 ate Fb: 2.400 F,. 24 R -19 2x4.24 "oc .7 sat: /L -'�r =ice weI GoriPgcr FILL 2x4 TOP PLATE / f HEADER NAIL 5WEATi -LING TO HEADER 03 ".00. E.W. LATERAL -RESTRAINT PANEL 5 c. ON IL O" GARAGE 3 "vtt -4crE Std 1/I 1c 1_fv. — -eRiI •Itly Zt 10, lieO.C• HF2 Ib a . A© 16 GAUGE STAPLES OR R / 8 PENNEY NAILS • 3' O.0 ALL PLATES. HEADERS AND STUDS. 11 • 24" • V:1 PC5B -(2) 2x4 BLOCKING • ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL 51-1EAT1-IING TO EACH PLATE (3) 2x PLATE • I .16' WIDE PANELS. I _____1 I /2 "dla. ANC-110R BOLTS V MIN. EMBEDMENT 7811 °y Le:( STRAP 144 OPT LoNA L - LOCATLOF1 v —4r OOY7S DA (a) Ly STUDS II . PLV WOOD W / d. NAILS e LxTEND PLTh TO OVERLAP And JO•ST L SILL PL. 3 CO• CAPACITY U 37AAP HOLOOwx' • CONC. POUNDAT /ON I POOT,NA -e- PANEL AT FLOOR ovfiq Cf:~1 SP Ate c iIY cIpu:VJrL0N ROItOINS SECTION; I. ALL DIMENSIONS ON THIS IIAVIK': HAVE TEEN CHECKED AND RECHECKED. IT IS THE CONTRACTORS RESPONSIDILIIT TO VERIFY All DIMENSIONS AID THEIR ACCURACY. BO NOT USE A SCALE FOR All !WHIP; CALL THE ARCHITECT. 2. INSULATION REOUIREKHTS ARE AS :IMO CEILING - R- V - R OR R -13 An( -Q INSULATING SHEATHlRG. TAIL; STRUCTURAL SHEATHING AND THERMAL SHEATHlRG REOUIREMENIS SFAII 10TH NE NET II THEIR EITIREI'.' VALLS IELOV GRAIE - R- I9 IT INSULATED OM THE INTER(0 ?, RIGID R IF INSULATED OR T'E EXTERIOR. FLOORS - R S1A1S - (AT f.dIMETER) 3. AIR SPACE ROTE; - PROVIDE 1' AIR SPACE MOVE CFILIIG INSULATION. - VHERE SAYE YERTS ARE INSTALIFO. PROVIDE IAFFEIIRG OF THE VEIT OPEIIk 10 DEFLECT THE IICONIIG AIR AWE THE INSULATION. A. ENERGY CODE CALCULATIols: MAIN FLOOR GLASS AREA 16 I sY. SECOND FLOOR GLASS AREA 9 I s'' SKYLIGHT GLASS AREA_11 ° 0 OTHER GLASS AREAS D OD 6 0 TOTAL GLASS 2 5 2. s° (11111E1 DT TOTAL HEATED FINISHES FLOOR AREA) 1 460 6LASS TO FLOOR AREA 1 . (V.S.E.C. CHAP, 6 Rows _21 i RECEIVED CITY OF TUKWI PERMIT CENTE Date 2 t. B c1 Z Job No. ' Z – 017 Drawn K n Approved Sheet Of FIL J ORLLIVOE COPY CENTER 11•B0i Tyr c L L. AL'1E1er AT5 61-AB HI: - NrICA1 -- FH'tom kASLL 0 GAIz 1 -1OIJG M41, DTL • WI ' mI t. o I 1P IG LL • FIttISI-4 G • Is . Ltf • V GDX gN 7Mjhrs 1. • t', - rUD58t6 • F. I1 p- (MIT'I • Vz , G.1-1, l3. - Th'PIG�L rt Go1e• • Fit- t13Hey PLoc F- - S U affLamr- e,W6 - t7 • Nf�ILIr D • t to -r4 (UrK. 4 H: -f5ro c TH 1I s) • I -.I1 r`6• IN iJL. HIN• ALLOt•Ar3LE •OIL P 1Firt6 1,_000 g ( V ir-i ) corff:+er - r ' - V se' 5 1L .� £ r 6 et tAYg • MIH. t*;IGrt Et2. Igt -U1r goIL°. t'1i t t3t�T 1 riLlw 1lL' zx r - 6'lLL. \V/_ lic + 11 .4...9 : I 47. f 1: g1 LL rt • Io" A. g.. '. ca 4'-O' at, • iZ r"fral 4U.. 11 s wf 1ts6D 1 MIN. VAF►' - 1 AFF(eI6Fz• 1 'LheK Aff, Hs :0 2 I I 7Wi rt& i 4 -f &Sa4 p-r: r1 i o LL- AaTM A- &I5 Greetpr, 40* Go�/IaRA�t= : s' OL - 0 t3'7V-vet or • r - rr. I a-te, To ou- VsipL' *:1 GLF, -ro ir-fsicirr I 4 Provipo R,stTiv! !A'r rtEelloN 17 IrK U F!'c hGAwN't IJPUI_TT AIt.F•bie GOL. -ro i4 Cvi•1B. Ore EQ. IMTL M�pi�h'f� reAFING SUPMFT •4 1 I "riPIG AI- 1—IA%1- • �s ISH 41x7 ' • 15 p • V II Gc7> 5I • u(o STUDS ®(6, • It. I1 p6. i1 (MICi • v 6. k4. Imo. t FVG ' -r 6 sUBFt.RAR- LUE • h AIL �?7iS1g' PER PLAN F3Lt CK -It • AU- ONA13LE L 1.400 ps.P VEri • e-orfC.A=07' IV tslf 5 4Po4.14- -� ecao P4-I 6 et 17/S -'63 • MIN. I7MIGI1 EG2• r' -Uhf PI�ESgUI�l� ir 50. PGP= OF- F» 601V5 1=? -IG. r.15FOrt 135A11 C:WI:WOLUs'1rt PER- b PIA -+ FtV flt•tG F - PLAN ® 1/2" CDX SHEATHING, NAIL W/ 8d e 6" 0.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: APPLIED OVER 90# FELT. FASTEN W/ GALV. FASTENERS (9) PER SHINGLE MIN.; OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 30# FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 92 -B). ®3 R- 38 FG. INSUL. (TYPICAL FOR CEILING). ® 1/2" G.W.B. 5 2- 2 X 4 PLATES (LAP SPLICES a 48 "). eCi -I, �Erh 154435 4/ - 11 IGt\L• �t-GbF KEYED NOTES • ANISHtD t%LO - %11 r - r .G PL`fr.IGt7D 6U13F1 0E- GuJt32 r t D • z .(to TS (ur[Ir 4 t-o•renD ernA slehl l •b9 • r -p9 1%. INSUL._—Uri. ROOF FRAMING AS PER ROOF FRAMING PLANS. Z 7. PT 411A- - YL IO" 0 4'-0" D -G. • I Z Meal 4ILL W DS ' En1a5D '1 MIN. `!'� t HIL. FbLY. VAR�r. leArriGIZ- 44 K I kf - lb MUpc It-L- - 1 — — ' "I III AF - -F: rtc' 2 It-I rf1rt6 1 404 -- g z 2°+D' O G VEpt rho I4ALL AsTM A - &I5 GCE 4o GoV F, 2 : s` lt.fz 'tD 150I-EN-1 or r ;. A.-K To ettr Ipi= WI 64-1 -f0 INSlrzsg 'f`(PICAL. 1 FNEP t�1 L- ] R- ICI FG. INSULATION (TYPICAL FOR FIRST FLOOR). 12 SIDING AS PER ELEVATION, ON 15# FELT (AS PER U.B.C. 1707 [a]). 0 f) / v - / 0 4 X 16 D.F. #2, WHERE REQ'D. (FOR WINDOWS & DOORS). 1/2" G.W.B.; ON 2 X4 di_ STUDS @ 16" O.C.; EXTERIOR SHEATHED W/ s /2" CDX PLYWOOD (NAIL W/ 6d @ 6 O.C.(EDGE) & 12" O.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. ® R- ur!JFG. INSULATION (TYPICAL FOR EXT. WALLS). ® 2 x4* PLATE. SUBFLOOR: 3/4" CDX GLUED & NAILED W/ Sd @ 6" O.C. (EDGE), 8d @ 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X RIM JOIST AT PERIMETER. Ab ra RE CEIVED CITY DF TUCWILA PERM T CENTER 1�ETA.tLS Date Job No. Drawn Approved ' 6111117 iota: 11111011 11111116 COD( (I. C.)(99gID1T101 111E 1010!: 100E (5101)---- -- - - - -25 1St ILOOIS IILCOSIIS 5 DECKS 511117 6 11111111 SEISIIC 5155 50 P57 60 157 100 PSI 145E 3 COE7IICIIIT CP. 0.1 701 11711101 III 111E1101 PILLS 1111C SPEED - 17705011 20 PSI / 1175005 IIDEI - CO.; MIL ID. lot 110011 !Olt 36/15. ?►S;L ID. lot 10011 TO 11 21/0 /TUL! .2-73 -2, 23 it001 1 1001 5111/110/1 10 It I►ILEI 711 TIM 11E11 1111 11111110/ 117105 TO C011011 7/ 11:1! 51111 1111 1111116 14 11! TM ILL 1000 TO 5005 COIIECTl01S - 1111.116 IEQIIIEIEITS 111 TIILt 23 - - 6L0-L11 MIS: D055 712 (till DtIED) IISC SPEC. 207- N 512715 51115, 1 20141 CIITILEIEI 57125. (lb 1 2000 PSI 1 lv 1 155 ISO 215PL15 IISC STiit. ILL 10000 If COIEICT 1/ COICIEit TO It 7155!111 3111515. 7000 1110551 TO 1611111 TO 1E 1115551! 7151111 01 1001 1/ I►TO11L 1E111111a TO DEC11 ILL STIOCTDIIL 1511115 TO 11111/711 11 01 515751, (71 . 1000 PSI /1150 15715), 111E11 10111 OTIEIIISE. 111-716 530D TIMES TO It DESIGIED IT 1 LICEISED 11S1116t01 5511E 1161111!. D1SI6! 1 51652 LIMIT TO D! 111111111 101 1111071E 11D TO It 111111111 1 101 5172 701 11S1=C1101. 5115515 TO It 215171055111 1111 11110110 IFS. CO. 1 TO It 11SP1CIED I! 11 11110512 (MLitt C011101 1611C1- 111!0711 511115 TO 1E DISPLITED. 6111.1 III TIMES 70 5111 IEITICU ILUUS IET1!E1 D11601111 1 15' O.C.(15' O.C. 116111111D IS DOT TO 11 11115111), 101 511116 IttiCilEff. 11110710 7510115 to It I116 ILL COIIECf1011. 101101 non 01 7115515 10 It ILLS 071 Ot 105- IE11116 PILLS I/ 5111501 ITC 01 1Q111. 611L1 510SS TO It 11160111LT IIICES 1101 1100! 1115 1ST TO TOP ?LITE. 110115! 2 16 tt1016 !ICI Of 101 01 101101 C1011 lT III 5111 (01 f 1/3 POSITS 07 51115 0711 11'-0•). OP5N 11. LA"C.,1) y ALA 1;11`7 fir E!J;�,t'�F pPrt t5iu 30 1B99 CITY 'DETAIL S I Date Job No. Drawn Approved Sheet BELLEVUE. COPY CENTER (�11, GuTIVIe — I FASG IA ----- i�Fr' f ISL r-- 11 tia■va 4 - zyz HOLE: e •4' o .G. W /coPr- oslo(y FEGKTa.1-H I4IF'r x'11'L r1ESH 14,/OPEI'1'Plas II/ II Ll � r rr: E.Laa-I Ha 1411666 *1,11= 1L •FIHSHoo FrooPIrtc . eet • Y GPX PLYI.VD s►1I fHlNc AVM 21 5 L_ Pty• NWNLJF Fcer 'r�LP6s or. PEP MAN. Iusu1 erl \v /1 " OW, Al2s i F.313 r6. INSLJL. cIZ P6F SEGf Ion GYF'sur t WALL la0AFD loAL V1kL.L - AL.1.01.Ap.I. L DEAFIrtG 2000 R.SF Fir ) • Cor{cmort v -ra 8E= 5 SAC-le- . ' WOOFS. 0 2$ S 1 . 111H. E5s16 t t�G2• I`L -Ulv rgessugo 30 P'F 01= P: t' F' e•i.oGlci 1 1 A 5 r b ,/ c 1=ct7 t' to 'NWM •I• MU- V,' -P . • • $ A - N1.L1...C- Fa- - !Dort it t >2s ''_- FEI r- Ho'ft:s: z. * 4 1f`I pw'fI NG . I *4 'VP Aril? B tr1:'H ri-t'D I.•IAL..L As A - r'I 5 Gib a �D GON/WIzA .E S Gl-g. 'ID re 0M O f ri . i to 't-K - 0 D1.J1 119e ewe '(O IMSID I iovl�•nt:3 Sr1�LI. 114AN i 046-1-1165 IN Nw t2i.+'eN* 101.1, • - A WAu. _w/ . IV /C.O. NOT Da - -NOI' /r1Q6'G - 114 -l79 ANN 1 WLial Sivivcooc �pncls U1i10�,KP�E'.i+'f}� / ' �f�vlcw•`( _ 55-UrtLItl , ' - i WEX i0: r r vi riKL% L..v.-kISJa . -r , p s /F•i'. t.+oW, /hldi i ANd ►'I H 0011 ' • L -- 6ulsrt�K rem tit -✓+N ''M14/cl. - . . I - o" . 14, I. WINO dK5 Amti P ' ' Ll ltt+V I Ps /Ha Ne41.)ircifii W I IOTI -i G }% Nut' 19 frift i A I'r. NO1/►'1otV IliAN JL F'KL'M '(HI► 'I OP TH. 4T r /Pr WHPV 17 1 .0."9'5 "kb . n P gAlt t'1W GK , 1U1 IN NO 0/'1313 At÷ W ILrnF #r (PUN IptO L■s -!}MAN b'i r ,'s rmur • Of c 0 us d CE �F T UKWILa PERI✓T CENTER i i RELLEVUE COPY CENTER 0 Kin Cou nty Icing nE n Sand Development Division Parks. Planning and 11.u0unOIs Dvpanman MOO .1ISWh Mama Southeast asI$u. n. Washington •HMts•14m • 2iL 4 Top PLU HEADER gAit. CA ATH I114 "To HEADP -2 AT 3' O.C.B.W. APA RATED eATNI1.14 . s1b MILS. 24/ EXP .d 2 -2x9 BLOCKIIJh AT ► A►1'I PL9 WOOD doINT APPROVE=D I100KEQ-EN4 k WO D TO CONCRETE ` Coi4u TORS WITH • 2.400 CAPACtTt {MW) A yea A.S. 7'EMBEDMENt' C) King iidIng County C Building n t Land Development Division Parks. Planing and Resources Dhwrtnwr IWO. 136th Place Southeast Oellsvue. Washington 51006.1400 2'1 TOP PLR—re- HEADER -1 NAIL SHEATHING TO I•%EhttR AT S' O.c.B.■. APP. RATED SHEATNINim S/e Mta. 21/0 EXP. 2.2+4 BLOCKifli£i AT hN4 PLYWOOD JOINT AMMO HOOI:ID -END WORD To CONCRETE CoNuECTORS W IT1l 3500 CAPACITY (MITI) 24 ill a Fo il. a M. PANCL AL R.� N 2 -2K sTODS OM- SabATi11116 to taut 6. $d. MAILS AT - 11 S 0•c. ALL PLATes, 14EAbEts s VDS II 2 -2 PLATES —11 `÷—}111/41.: 11W+Tt S O=1 t To EE+CAi RATE 'CONTINUOUS FOOTIMEI OR SLAB EDGE � 24' IJJCA LATERAL RESTRAIJ11 PAM EL DETAIL at NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD 5141,1.1. OIERup - rI • RIM JOIST AND BILL PLATE.. PROVIDE HOEDOWNS, BOLTS AND PLNOOD MMLU46 As SIt4WN. IF USED A BOVE PONY WALL USE DETAIL 4 7 A . . A REVIDION 2-1L-89 RtV%sI0/4. 3-6-11 . • MP4. PA f IF L HE% I1T =2= tTuDS NMt. WEATNIU6t TO EACH STUD 04 NAILS AT 9' O.C. ALL PLATES, HEADER $ STUDS S-2X PLATES r NAIL SHEAT►i446, TE A. Ve• A.5. -'EMBEDMENT A CONTINUOUS FOOT INE► OR SLAS EDGE 2 I MUM LA IER,A KGSi RAii 11" PANEL DETAIL NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A FLOOR INTERVENES BCT'WEEN FOUNDATION AND BRACED PANEL., THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLD041NS, EOLT'S AND PLYWOOD «SPLINE, AS SACA04. 5 a DETAIL* 6 I REVISION 2 -IL - 69 A REVtStON 3 -8-91 L_ ® HEADER AT CORNEA ('L) 1a PLATS I ga ll A.a 4- POSTS OR (t) i.a STUDS Ug HEADER SPL/C& ® 1 lRAP 1-401-DOWNS OPTIONAL LOCATION( fl, "Pt..V I4c 0D w • f d. NA,Lr • 3•a- . s leTAnIO ILV.r00D To Ova.RaA• RIM JOIST A A/LL rt. ILDO. cAPAC,TY S7n.a ) CONC. POUNOA7ION F FOOYINU PANEL AT FLOOR OVER CRAWL SPACE. 4 N. - • 3 • .a R IroST6 OR es) LM STUDS • mot. r CAPACrvY STRAP .01.420 114 • LACK OF POETS — OPTIONAL LOCATION 7.w P r f/La PLAT. CONT. FooYINA, AT DOOR Cl -AJIt NO r•" i 6Lopi' sLA ,s : - rT '!`•► ' ILA 1.14s 44 kg aA R 2� 0I o•c tZ,..„- {4 rcn tAI L. , It tl I 1 4 - 1 - o O ROOF FRAMING AS PER ROOF __ FRAMING PLANS. O 1/2" CDX SHEATHING, NAIL W78d @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: APPLIED OVER 30# FELT. FASTEN W/ GALV. FASTENERS (3) PER SHINGLE MIN.; OR SHAKE SI'. INGLES : INTERWEAVE W/ 18" WIDE STRIPS OF 30 #1 • FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 32 -B) . O R- 3 FG. INSUL. (TYPICAL FOR CEILING). 4O 1/2" G.W.B: ® 2 2 X 4die PLATES (LAP SPLICES @ 49 "). 11 FG. INSULATION (TYPICAL FOR FIRST FLOOR). 12 KEYED NOTES 4 X 10 D.F. l2, WHERE REQ'D. (FOR WINDOWS & DOORS) . 1/2" G.W.B.; ON 2 X 4 STUDS @16" 0.C.; EXTERIOR SHEATHED W/ 1/2" CDX PLYWOOD (NAIL W/ 6d @ 6" 0.C. (EDGE) &. 12" O.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. • R- 13 FG. INSULATION (TYPICAL FOR EXT. WALLS). 2 X4-411 PI i1TE . SUBFLOOR: 3/4" CDX GLUED & NAILED W/ 8d @ 6" O.C. (EDGE), 8d () 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, V/ 2 X_ 10 _RIP JOIST AT PERIMETER. SIDING AS PER ELEVATION, ON 15#1 FELT (AS PEI U.B.C. 1707 [a]). I rl��u i k!1 S, '� psi y OF TtYKII - A PPROVED AUG 3 1999 Sheet Of C O REC IVED CITY OF TUKWILA PERMIT ENTER PE TAO L' Date Jab No. Drawn 1KD Approved qt 0 i oey.r va.l e:.ea (aaa.rsi..q ERSIrr..red Equf.el.au . Eau LiNan. jftET VELOCITY PRESSURE F DROP SECTION REN Prrr'evos) Put) et V" pp3 4 ereea•e111.121 I <s/dt�ubr�► s a l 1 • 1; sans s I _ !!°1$111 dddddd.d Lt2 e_I2 $.1: 0, LIE e' 8 7xSI$o �E eurdeeeal o Drw•r VrrM e ------- . alaa.re•u. Ewuln•rred lIquIvalsolt VELOCITY press ne Sat LENGTH rsFEET V01.0011 PRESSURE e1ROP ( I.2.:::. I 4111 4Is3ter 4 , !I�II�I Is a.; - 8 $ s �a .{ .�....� Li! *dens*. e d tkwrrr tt.ee CNsrr 4 E .wr. Orreh..npMr rr,l EIArsese : • VELOCITY PRESSURE sag LISSOM fsV ET VELOCITY PRLOSURE DROP rr SECTION ITEM finches) 0.. se - c' P rl (Swim (Swim S L/ prrdr•• W.0.1 i ayiloi &It •07 0as1 Oil 4 0.12 .(.0UU0W 4111 EEEEE c. Del UNN1a_M mos►ornlyd.ILopla rM mgreisi ti VELOCITY ontssuno sin L SI IAM f ArUT VEIACRT PRESSUf!E DROP SECTION 1VIM Orror••) leer) re - C IIP-1 OWN* . N•ch•• w• 4 • 4N341/1 SA 3byI - 341ro0 0.07 11 11 M1 11 12 4 0.12 . • 9 i..uuo G ara DrTr v..0 Cala.nq O••rh•.rl he CAIN ' VELOCITY PREMIUM sat SAWN: f rwiro YitOCITI PIN .OURE DROP 4 SECTIO rttrt Nncar••) 414•41 se • tI roi ibrelr•• W.0.) Oahe M.0'.) . ' IA 1.400 . _ 01 1.100 81! 004 0:0 1.400 Sc; 1.100 012 004 S. 1.100 - Sc; 1.400 Lit 1.21 14 0 1121 • 9 i..uuo twa WO De C.INrw.ReL IAaOsrRw. Pa Oda ns • . mes Y PnEssuuu - SQI LE NOTN f1FEST YELOCat[ FTIESmiseHE DROP . SEC110N ITEM Or.cer.$) U•• sr 'C'' C. 44 I . pasha w- -1 4breer•e MICE) 1 . ES 1.400 - 1101 _ 1.1 00 an es I. Sc; - 1.400 L12 toe - •101 - 1.400 01t -- 1.100 212 0.22 14 A 1120 2.2.3. I i DAS1c 11C1111CAL SOLID FOIL 1011116 APPLiIICES HEAT11111111 BELLEVUE cosy CENTER me.e .5A • ►L vvee P-r rr ,..� 5 • Le 49TUCS 9_ 1 1 , oG F r-+* • • i� . INS �Min� • W I 6.W.e. • FINI°.�Hrt7 pLo-F • 9l j g rl "f�G Pt.`P6.K2�D sU FUz7 - r9uJtiro ` - IAIL.t • try 10 .7b 1 (Uhtl..tr 3+3 Naf5n fHt O WI4 ) • r '19 pG. it .IE HIM. 2-0 P.'f, 411,1- 1.0 • Lou A. - a or O.G. • 12 i _41L_41L.1. M: - N 176 !s'f'i136D - 1 4 Nlt-i. .4 MIL. It'L ISAleF16FC rA ; AktHel7 - Rb HIM ,4114 rte. z 4 Ir1 i ' •d to vEPT 1 41.4 rn t7 HALL AebT 1 A- "I5 G 4D God e' : e.' GLj4 'f0 Iffirr yt or ri''. 10. et-pe, To U V'3I pe *se e-L.F. TQ It' ice" 8 - 06/11R41/4,,rer A rrep 1:71-1L. - AL IJAl3Ll: SOIL tax, 1?S.r. (>/is i • Gar 1..+001_ I 10 OW 15 C•14- 4 tnao pl.( a et t Y4, • MIN, 17MIC 1 tit. 1 PFia441J1c6r r SO PGr OF F �II:b at-IG. I' OI-• vp•11.0° Solid Fast Omit, Appltenees !melds airtight stoves, fireplace stove!, toot heaters /fireplace steps, factory hilt fireplaces, cod ed by Iing Comity, all solid I'd burning oppllsteos shell eoeply with Ile provision of rid' ?iT[4." Pr , U MC , ,.tth 0.444 AI, v Ate.: C \vAai $! -t - 402 tack deelllog out shall he provided wltb beating fecilitieueaptble of salotti.ain; 70 I at a paint Sided the floor la all habitable rood this the outside tesperstnre is at set forth to lectlat3DZ,Nesbilytro State !logy Cad.. Sectlor (w, C7('3 C) o1.i1,uf e: Fool buffing egelp.eat located titbit the baild(og envelope (taestracted ceder the loshi.gtes State Inergy Code) shall obtslo cosbastiel air frog - eltdoors, seating the provision of 707 1.1.C. IOit: 1011.DI16 IIVILOPI. The eleseets of a betlditq did encloses coeditleaed spates thread dick thermal energy say be traesferred to er fro the exterior. Settles Zol leshlagt• State limy Cade. b. Feel burn* egripsent located outside the killing envelope shall seat the provleloes of Stahl 701 0.1.C. O.I.c. c. Ductwork, loatios and seance of cosbistles air, 3 reference Settle' 4 , 1.1.C. All wars-air fumes shall be listed and labeled by co approved Amoy and Installed to listed speclficatlors. Sectloo304, O.I.C. Appliances intended for lestallatior ii closets, alcoves or confloed spaces shall he to listed. Section Soy 1.t.C. Is sari-air furnaces shall be Installed la a root rsed or deslgeed to be coed as a bedroos, bathroom, closet or is lay escloied ewe with accts. ally through such root or spare, except direct not fumed, deleted formes ad electric heating farness. lectios 31$ O.I.C. lo wars -air furnace shall be Intalled to a closet or alcove Ids that 12 itches rider that the fume or . teams ' - -L•' LL- --'s with a alphas clear vorkiag space less then 3' along the tides, back and top of the Waste. Staid 31_5 D.A.C., Liquified pstroleom qae- buraiag appliances shall tot be !totalled In a pit, Wised or stellar locatloa there heavier -that -air gas sight collect. Appliaeces so faded 1he11 sot be (*stalled is a above -grade rndor -floor apart or base.eot talus tact locatioe is provided with an approved leans for remove! of adored gat. Sorties Soy I.I.C. leatleg and cooling egotpseat located is a garage tad which generates a glom, apart or flare capable of igeitieg Mixable vapors shall be I stalled with the pilots and butlers or heating oldies and switches at least 11" Itches above the floor lorel. Sectlor 3CBz0.I.C. fire dampers need not be installed la air ducts prising through tbo rail, floor or Mlle, seperating a residence (Group 1, Division S Occepaocy) fres a garage (Group 1, Divlsloa 1 Occe:panty), provided each ducts titbit the garage are contracted of stool baring a thickness tot less than 0.019 itch (lo. 26 gilva:lted sheet gauge) tad had no opetlegs tote the garage. !idiot f tars -sir hams lntailatioas shall coaply with Seetloes31 t Irery appliance d.lgeed to be to a vesting slits. coaplyieg Tables ilo 2,aade.C11.I.C. Is attics or crawl spaces std 32pO.1.C. vested shall be connected with Sectioasep()gazad • DOCT1011 1' r r, 0 Figure No. 1 -Dryer vent as spoiled In 6AALC. Section 11103 (nee te x ; A Type I or I-1 gas vest shall ter.leate sot less that 1 foot stove the root through thick it passes nor less this 4 feet fres asy portion of the betiding slick extends at as aegis of sore that 45 dogroes upends from the bort:ostsi • " . ..lea listed /tested otherwise. Section SoG•S O.i.C. A Type L vestieg spites shall tir.loote not less that 1 feet above the roof thread which It passes nor led tits 4 fest froe sty parties of the which extends at as dole of sore that 45 degrees spoard from tht loriroetai males listed /tested otherwise. Sectios 840(4,50.1.C. Vest coeeectors shall he tsitslied wither the space or trot is which the appilaace is located aed shall be couected to a thistly or vent Is such a racer at to distal. the citadel to combustibles par idle le.3 -C, I.I.C. a. Duct systess shill be of seta) 11 set forth it Tables lo. to •1, 64 aed (,-C or factory-sade air ducts cospiyieg with O.I.C. ltd. ie. (o P.I.C. h. Joists acd seeps shall be substaatirlly airtight, t io (cQl . 5. Table lo. et a hale' n a darn t - ) G k t 9 rlar sad Table to. $(flat, oval Dad raved ducts), O.I.C. c. intallat(oo of docti shall cosply with Section .605 O.I.C. 1. Duct issalatios shall be fastened is accordsco with 1.S.I.C. Table ' -II YIITILATiOi Coatractots to timely with the 1991 Vahisgtoe State Yntiiatioa and Indoor lir Quality Code MO to follows. D rare ■ MOTSt Duos re Nose warns 41 aims a r M Y anrM ,e d urnlockk r • ar Nowifria Rua sm. odors yogi e.d. sao.o.r ss_peM1 • all o I Figure Me. i-- i Art t went equivalent Is UAW. t seetioamortas scabs). CALCULATION SHEET FOR FOURS N0. 1 �... ALT0msse ATSre r,a..et res. Net t SECOND ALTERNATE CALCULATION SHEET FOR NOUNS NO. Ivory factory-belt ding, Type L vett, type 1 gas vest or Type 1-1 gas vest shall be !totalled is accordance with 1. DUCTED CEITIAL MUST 111 STITEI the torts of Ito listing, seofactarer's instructions std the opplicsble_ provieloee of Chapter O.I.C. Soctio., eo.3 1. /.C. 1. a.F1ESI All IiLIT -15C1I for tact bedroea pies is additional 1S CFI. -Wirier doers shall sot Impede the flan of fresh air to the thole lease tidiest fat. b.[f1A05T FATS SOUL BI: -Iles rated at 11.15 V.6. static prostate -Sound rated at 1.S tares tat. if teed as whole bode fa - lesrlated to 1-4 Is sscoaditiosed spaces -Sited per table 3-3 below. 11110.0111 CPI 111. 1 Oi LESS . SO Doable Pity il loose fan Desigs CFI IAI. 75 110 150 1 10 4 loo S - PEQUIIES A D151610 SUM. c.A 14 heir ties clack shall be Whiled to regulate the whole horse exbaest ht. I touts specific 'lust fan cat else serve as a whole boast fns as long as both previous toothiest: are set ant & tit relay is iestalltd to silos for both cortisaoas end ieterafttest writhe. S. tategrated feted ilir ►illation Wigs a. 1 6' diluter fresh air !stet shill be darted fres the exterior to the fresh air retort plead. Tie fresh air duct shall be protected fret the softy of !elects, levee. er other debris ad located so as to set tote air from: -Iambus er smeltery locations. -there it will pick op objectionable odors, fates or flia.ible vapors. -1 room er space bowleg feel harelip appliances thetas. -lttit, crawl space, or garage. - Closer that 10' fres as appliance or plablag vest outlet, tubas tie dad vest outlet it it lent Si shove the fresh air Islet. -Dad shall be lsowiatod to 1-4 spas passing through ocondlttooed s ace. lie vent as specified in G Aectlecl 1103 DM le Guile). Deyr Vane Caaa.r +l-N. EgW.N14.44.1 enl LANNO al 14.44.1 DUCT iiEM 4M•) ii€.c -a ' 9.44.41 - This spites last be perforntic@ tested just prior to the Heel lspecties by the itetaller or a qualified third party. the tester shall provide a letter of coepllaace dimwit! both the ICI and CFI regnireseets and most be &reliable for the lsspector before a certificate of occapsscy we be Weld. FO CALCULATION SHEET R FIGURE HO. 3 h. Inlet duct shall be equipped with a mull (required) or a satirized (mounded) duper that Dill open rhea tie vestilation fin relay is activated, and retain closed at ell other tines. c. A whole lone edited ha shall be located is the ceitleg, aid he sired per table 3 -1 bales. 11010015 iI1. CPI 511. CFR 1 01 LISS Si 75 S 10 120 4 100 ISO S 01 1011 [SQUILLS 1 DISIGIED APPIOACR. -Exhaled fats out be flow rated at 0.15 5.i. and sax. 1.5 tare ratieg. d. I readily accessible 34 hour clock titer sad relay shall be listened led wired to regulate the furnace fee, relay sod whole hones exhaust (as. e. Metier doors dell be Installed so as to tot Impede the smug of frock air to all habitable roost. (44 Nr1 Figure lie. 4rg -dYTwo.d dryer yang *whaling a• UAW. Section 1103 tom M sta CULATION MEET FOR nouns NO. NO. 0 EET CALCULATION SH FOR H7OURtA NOS 2 AND 4 CI VELOTY ra Ca- VELOCITY PRESSURE r. ,bh.. w.n) Halms Mn. M. 111 CPR iiI. FLU III. FT. 0.15 V6 DIA. ' SO 4' 25 Si S' 90 50 6' OVE1 100 10 4' 10T ALLOYED 10 5' IS 60 6' 90 100 5° TOT ALLOWED 100 6' 45 125 6' 1S 115 7' 70 0 MOSS 9AI. ALLOYED. DEDUCT 10' ADD1T101AL 1E1011 4. Source Specific Ventilation Eegnireseat: a. Datbrooas, laundry roan, and ponder rooss-50 C?R 111. b. fitcben-100 CFR 911. fan shall bars 'atoll switches and be readily accessible. All toes to be flow rated at 0.24 1.6. static pressers. C. Exhaust duct*: -Shall be !trained to 1 -4 it enceedltiooed spaces. -lc ogaipped old a bactdraft dapper. -Tentage erteide the b '..ldiog. -Duct siring to coaply with Table 1 -3 belay. 111. 1100TH 9AI. FT. D11. 4' 70 S' 100 6' OVLI 100 4' 20 5' 100 6' OVTI 100 5' SO 6° OVE1 100 6' if!I 100 7° 0911 100 1101 LEI6TO 101 EACH f 11 v .) ?� r;c;G 1 9 IOU UCT Lilco0H Of i c-) co v 414 *o oo UU Z F A 0) M ee dOD 0. co Cy Ln RECEIVED TTY OF TUKWILA ERMiT CENTER Date Job No. Drawn Approved . Sheet GENEL NOTES -1997 UBC I. , Contractor shall verify all dimensions lathe field. Any variations from the dregs shall be brought to the attention of the Designer or Engineer. 2. Adequate and bracing oral' structural members during construction shall be pnsvide d Any proposed field changes to have the prior approval of Engineer. FRAMING NOTES FRf. frame nailing to be in ooarptiance with ABC Table No. 23- 11 -B -1. • FR2. MI wood exposed to weather, such as wood used fctdeck framing, including decking; railings, joists, beams and posts shall be pressure treated of wood with natural resisbutce to decay. FRI When d ,-landings or porches am more than 30 in. above grade, provide guanhails not leas than 3b is high FR4. All dtie spaces with 304n. or more vertical height shill be provided with an access opening 22 in. by30 iii. The opening shall be located in a corridor, hallway or other ninthly acasaible location and have at least 30-in. headroom per UBC Sec, 1505.1. If an opening penetrates the garage telling; the occupancy separtion should be maintained with a self-closing access. per UBC Sec 302. _- All shall -- in. wide. not be,less that GARAGE Gl. Provide an occupancy separation between the residence and the garage with materials approved for I-hour fire - resistive construction on the garage side. Garages and carpotts with living area above shall have I -hour protection for both ceiling and stiuctural members G2. ', Doors between the garage and residence shall be 1 318 in. solid core wood door that is self - closing and tight - fitting and have a fire protection rating of not less than 20 minutes. G3. In addition to the garage -house common wall, the walls and post supporting the second floor framing shall have 5/8" type "X" gypsum board on the garage side of the wall: G4. Posts supporting second fluor framing will need "column jacketing' per UBC Sec. 704.2 .5 to protect to uto "fire resistive" material As an alternate- heavy - timber posts may be used without I hr. protection (min. size 8 "x8 "). MISCELLANEOUS Ml. A smoke detector shall be installed in each sleeping room and at a poim centrally located in the ccitridaror area giving access to each separate sleeping area. When the dwelling unit has more than one stayer a ba, a deteaor shall on the upper level, except that when the lower level contains a sleeping area a detector shall be placed on each level. When sleeping rooms are tooted on the upper level, a detector shall be placed *tin ceiling of upper level in close proximity ' to the stairway. Where the ceiling beight of a room opens to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more: detectors shall be placed in the hallway: and the adjacent room De tenors shall sound an alarm audible in all sleeping areas' of the house per UBC 310.9.1.4. The required detectors shall receive their power from the building wiring and be equipped with a battery backup pa UBC 310.9.13. The detector shall emit a signal when the batteries are low. M2. Piovide.miidmum 36" landing at all exterior doors per UBC Sec. 1003.3.1.6 and 1003.3.1.7. M3. All exit doors shall be operable from the inside without a key or special knowledge or effort (a night latch, dead bolt, or security chain mounted at a height 01 48" or less above finish floor may be provided) per UBC Sec. 1003.3.1.8, exception #2. M4. All skylights shall be moat at least 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and frames provided should resist snow and wind loads per UBC Chapter 16 and Sec.' 2409.5 r•, 5 r , a c L • , - , • , r� ? ; a s :: , FOUNDATION NOTES FOUNDATION F11. Minimum 2"x2 "x3/16° plate washer shall be used on each anchor bolt per LTC Sec. 1806.6.1(2). F2. Interior stud bearing walls may be supported by isolated footings The width- length and depth shall be 24 "x24t'x6" for 1- story 30'x30 "x7" for 2-stones and 36"36 "x8" for 3- stories. All piers shall be placed 6 feet on center maximum. F3. Provide 18" minimum crawl space under wood joists and 12 under wood girders or wood to be pressure treated per UBC Sec. 2306.3. F4: Provide minimum I8 "x24" crawispace access. F5. Provide crawlspace s antilation of minimum I square foot for every 150 square feet of under floor area. F6. Foundation walls enclosing a basement below grade to be damp proofed by approved methods and materials ' F7. All footings and slabs shall bear on un ,.,:abed soil or fill compacted to 95•! Modified Proctor. F$. Assumed allowable soil bearing pressure ' =1200 psf F9. Slabs: Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top of the slab for ' a minimum of 24" Insulation installed on the outside, of the foundation wall shall extend downward from the top to the bottom of the footing: Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. F10. Ground cover: Ground cover of 6 mil. Black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 1r mm. at the joints and shall extend to the foundation wall. EXCEPTION The ground cover may be omitted m crawlspaces lithe crawlspace has a concrete slab floor with a minimum thickness of 3 V.. Fl 1. Duct construction: All heating ducts unconditioned shall be insulated to a mou of R -8. All ductwork seem joint_ both longitudinal and rransverse'shall be taped and scaled. Non - recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R -3 minimum. 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils STRUCTURAL NOTES CODES AND SPEancATIONS I Uniform Bidding Code -1997 Edition 2. AC1318.83 l3an t&ag Code Requirements for Reinforced Concrete. 3. IIILTI Fad Technical Guide_ 4. - Western Prodacts Use Book 5. Simpson Smug Tie Co ors Catalog- 1998 DESIGN CRITERIA 1. Wind Load - per Uniform Building Cade - Method 2. Basic Wied Speed = 80 MPH. Exposure B - per Uniform Budding Co& Zone 3,l =10 - DL 10 PSF u_ = 25PSF -UL =IOPSF LL =40PSF - DL = 10 PSF LL =40PSF - Assumed 1200 PSF Allowable Soil Bearing - Assumed 30 PCF Equisalere Fluid Presatne for Retaining Wall Design 7 Concrete - 2500 PSI 28 dais - Grade 40 Minf rcement - Minim= 3' cover for all reinforcement except as noted at retaining walls or she details 8. Mortar Type S TIMBER CONSTRUCTION P101'ES 1 Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Gla -lam beams 24F -V4 Fb =2400 psi 1 W Micro -lams E= 1ROOlksi Fb = 2600 pi 21 l /16' Parallaon E =2100 ksi Ft =3100 psi 3 `fs 5'6 & r Pennants E=N1100 ksi Fb =2900 psi AITC Certificates for dw eltdmm beards to be provided to the building department 2 When header mastic* top pl ate. heada shall have strap connectors to the top plate each aid Use 2 - Simpson MSTA24 mrmectas. UNO 3. MI shear wail sheathing nails and anchors shall be as detailed on the drawings and as notes in the shear wall schedule All extenar walls shall be considered shear walls_ Use 7/16 mm. APA Rated Sheathing - blocked - with minimum nailing 8d common it. 6" oc. UNO. 8d common nails shall be 0 -131" Ox 2 V.' minimum. 4 Floor and roof diaphragm nadmg shall be 8d common =2 6 oc at all supported panel edges ard 8d ;a, 12 at intermediate supports STAIRWAYS SI. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -hour fire resistive eonsrttetian. 52. Stairways to have a maxinnun rise of 8 in and a Minimum run of 9 in head room minimum of 6, feet 8 inches, minimum width of 36 in. Handrails to have ends retuned and placed a niiuimwn34 in. and a maximtnnof 38 m. above tread nosing. The hand 5 Pin of the handrail shall not, be less than 1 inches not more than a inches in cross "sectional dimen or the'shape shaft provide an equivalent gripping surface. The landgrtp shall have a smooth surface with no sharp corners. Handrails prcgecting from a wall shall have a space of not less than I-1/2 inches between the wall and the handrail S3. Intermediate rails of the stairway guardrails shall be spaced so that a 4-inch diameter sphere cannot pass through, per UBC Sec. 509.3. HEATING SYSTEMS Hl. All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. H2.' No warm air f shall be installed in a closet or alcove less than 12 inches wider than the furnace or furnaces installed therein with a minimum clear working space not less than 3 inches along the sides. back and top. 113. Appliances installed in garages or other areas where they nay be subjected to vehicular datnsge shall be suitably y guarded against such damage by being installed belied protective barriers or by being elevated or located out of the normal path of such vehicles. 114. Every factory built chimney. Type L vent, Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing and manufacturers instructions. 515.'. Furnace air ducts in the'garage that pass through the living/garage common wall shall be No. 26 gage steel or thicker. 516. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling and floor levels shall have, f reblocking, per UBC Sec. 708.2.1(4). 117. Provide Greblocking at 10 -foot intervals in the wall both horizontally and vertically perLlBC Sec. 708.2.1.1, MECHANICAL AND PLUMBING MPI. Domestic kitchen range and clothes dryer vents shall be of metal and have smooth interior surfaces. Exhaust ducts shall terminate outside of the building and be equipped with back draft' dampers. Length limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 . feet including two 90 degree elbows. Two feet shall be deducted for each 90 -degree elbow in excess of two per UMCC 2 MP2,. Water closet compartment minimum 30" wide with 2' clear space in front of stool. MP3. When gypsum wallboard is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water - resistant gypsum backing board shall be used. Ceiling framing must be inn .12 "oc to support water resistant gypsum board per UBC Scc.2512. MP4. Water closets not to use more than 1.6 gallons per flush per WAC 51 -46,47 402.3.1.2. MPS. Strap the water heaters at points within the upper 1/3 and lower 1/3 of its vertical dimension. Lower points shall be minimum 4" above controls per UPC 510.5 MP6. Showerheads to have a maximum' flow rate of 2.5 gpm per WAC 51 -46- 402.3:'2.2. Mr. Provide non - removable type backflow prevention device at all hose bibs per UPC 603.4.7. MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub /shower combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE II. Indoor design temperature shall be 70 F for heating and 78 F for coolin WAC 51- 11- 302.2.1. 12. Provide bait insulation when the ceiling slope is greater than 3:12 per WAC 51.11- 502.1.4.5 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2 Luis sera neva n,roma r.Eewg aaiir.hennd es. end newirdnlinerr Seek" inn i" . nr2e mein it eanrsWB:ar 2,5: nano 6hw. rn .+ Mks hand tai£Lace 6. So. plan wiping or Hoene, npwal beer St Plea ti,ewm.r U4.neet X braced rat pain :. rap One..wd. wet and R Sad enuric doh 9. Dna. yid, ire Ms/ p ii, Dossed ane, ;plasm rfre cri race lea+[ Munk mp p: ores. tape sp t9i andwgrream p'RS or mans an nip 99ar _enem; X9 Rua *ant h.approle. lanai . Ft Tw p ben sad aeerYrr..s race n:LL j u, rrea®otre set - puce ;: 15- Cedbre P`ea en ptr - s,eaa .araaaaw holler Wear, enema Cedwg pm, iaeROSC Emtieea.� [xz roe 1s (awgne padkr calm tame [ :9 Rahn a Floc roreai 2i. 'Beth 4 owner ad. ; F }.. pud?, girder nand lino 5 , r5e mip.a � r 26 Wood sisatswd nand, and pa uctle as ' � - '". 5dslhQad� s+abrac swi, ' 1e �wwtanab� s t15 mm Pawwr 'Cowersnann whiner- oodeAaarsee ran trasawa, is - Ii9 mn•r led bn.. 7 "i'l22renri: erb v a c =i a 1 ,9 wen 32 ar.N s; Panel Car i �' '116 vw1 {112 Tavel r•"129 moo 2U. Yf25 ihoQ wash sad red e ...- fared '_1 tints. + - / - _ ellen ar>3� = = ? widea r2 v ]73 ®'v. tie .uaew. Cad= [+neroea_ race sod Imam p^efm€ a - Id a a,. of rf /95 wn} rvl' ..anal riox oaas was he used emerge 66ere ralara5nsc esenerd - heads .pzrd awches 11.2 ran nee entre, sr cog, [2 enc.. ; he mese curernecilaec sea cree end,- - 9 . rrene l 1 all u here rn t are 49 inches 1126 awls m.e FOP naiiwg ,! err - sin s weewa puce[ aw4 ,arearIct.eard dnEav p and urine 6,1r. r. h., he',ede ma 2115 • . 49.1 2 3. Nord. 6r mall sleraeh mar rr ofisewN+i. iN.. ew ti ..NI. ,r[.amrd.,g,: "c, rwaraw °n ,ding se rearh c•reet .:^r x •i •Farxar^yocc= i inches . 6 sta9 no RaarrX E-ns rders and n siren i. name necren,dtaer asiareneee "tmesraam map eseik ante 6'EUnrrea fired and 1- h! ca-eh fen h11 men ehealhen¢ and l, inch l 34 mm! kng,b for ac612J s a e6aq rain. . N. rhe. reer nrnr s er2SeIderen 29.4 ° Conroc.v- retinas sea*, antiwar . s neck nl as sad l- ,-sack r26 men kr,. h u m, riat hang c g and I t h 1 hi ern cl co . Panel ',ports a lb max, Man vwst12D metros 1509 wwF n rare,* s in ns hate darcreeren 1 nerane1 vale, ease k d1 Caring or Imesh rust spaced reaches t 52 Rancor pad edgers. 12 inches 095 nen[v aiamedute rugPQ1 I l Pail supports aN9es(610 Puna Cssnegne rwnh uek gznni e. nee ares II 52 :mai +an rade edge _rxhr tLnm l Ineermcdea 9 support, MODE 23.4'8'1- wU1[xc SCHEDULE • bwl 24 10131 or ?s'X €3333 wears , and haar read -reagF et 22//Jai end. and al each'plice i 2.16d err each hrannc ad No Bin w , 'No In ga' No 11 Fa Girt Of TU WlLA ;~ppROVIED AUG 3° "°99 qoo RECEIVED • CITY OF TUKWIIAA PERMIT CENTS"