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HomeMy WebLinkAboutPermit D99-0173 - Dreamcraft Homes - New Single Family Residence74V-S,N,P+ 12007 46th Ave. So. Dreamcraft Homes 1 City of Tukwila w (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1285 Address: 12007 46 AV S Suite No: Location: Category: Type: Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: NSFR DEVPERM Permit No: Status: Issued: Expires: D99 -0173 ISSUED 09/08/1999 03/06/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: Contractor License No: MJFHOI *092DA OCCUPANT OWNER CONTACT CONTRACTOR DREAMCRAFT HOMES 12007 46 AV S, TUKWILA, WA 98178 DREAMCRAFT HOMES 215 E MEEKER. KENT WA 98032 VICKIE MARTIN 215 E MEEKER ST, KENT, WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 ****************************************************** * * * * ** *** * * *** * ** * *** * * * * ** **A Permit Description: CONSTRUCTION OF A NEW 1.814 SO FT SINGLE FAMILY RESIDENCE AND 440 SO FT ATTACHED GARAGE.Public Wor ks activities include: water service lines; sanita ry sewer; storm drainage. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 161,918.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JFM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .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: $ 2,372.07 k**************************************************** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** Phone: 253 - 859 -9697 Phone: 253 859 -9697 Phone: 253 - 859 -9697 Phone: 253 259 -9697 Permit Center Authorized Signature: Ela47,K,Date: -e-q9 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: _ i Date: q —g? Print Name: ,4L6e .1?u2An4 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. • A.da re S. :12007 •• 4t AV I. 1 te;:-.• ••• • ' enetvt • . • -2' DBAJPE131.il • • • , ,..'•Par.iCt 1 334740.1235. •• Issued: 09/08/1999 cl;* lc** 4 4 4 ck. 4 4 4 4 4 4 *if *VA 4 4 1 4 4 4 A. 4 4 4 -4 :4 *4 1 4 1.<*4 * k 4 4 .4 1114 4 4 1+.1,•4 Perm ik I t tons.: • 1:; i*:hanges:.,isi I be :Made to the, to tans un,iess• approved. b.v the, • • • • ••;;HEni4 1 neer and . the rtik wi 1 Eiu i 1 d 1 01vf.1 s100".. Al 1 pernit t $ pe,Ct.i„.pii::...isfeCPirii:1,$3,:',,,aiitilaiitii‘OveO •••.p I anS shall - be •. „... !avai lab le at • the,„ lob .e prior • c t.he tart ,...;p1. any ccri- .•;:,s.tructi On . h e m ma tineo nt1 aVe i )7: e •••f.tna,,V tris•pectian pprva 1 i qrincta Electr c1 Dermi c hai •.1,: be Obta ned,.i'throtigh-• the lirashlngtoty. and,Andustries: ;•.iriSpected ,,by- that :.a gency• - b 6 3 • 4 b s`-' S'haj1 ;,1'.• be ob:ta the. d thrcu'Th the $ t. I n 9 • •:.Cciuntv .,:-•.C1 Op r Men t of. PuL'l ic 171 e ::P lcmr i ng: wi 1 1 be e:O!ted;--?bu• t h a t •',“..acs sic mci ud ttig al 1 . gas pip i 2 9.6;4:4 ,1 2 2) • . e imc)ani tet 1 of' '11 be :,..„tinder separate perm ft • iSSUeti • •.. • hv , .• the Ciry oi Tukwi L. • :,.•••/ • constract 1 on • to • ,„.- b dOneoin con• ..f•. . ormaice w i C apOi7otied'. I.' D 1 ans . :and- reqtri repent or the',, Un 1 iorn Bu 1 :Vd 1 ng d e 1997 :;.'•,:•••,•': ••••• - ; on ) at-7, amencle:d f or m MeChan 1 ct 1 Code (1997 Ed 1 t lon) : C Ode (1997 E d i on ) . • • • •• : • • -.•:" tsance, t or aptireya I -,•••of-•:•-;:. p1an . P'ep if 1 Cat Ofl 3rld conuita on sh a 1.1 riot be • con- trued to be permit lor. aPPrOV:il _of any violati • ..•.. • •• ; • .• tif':'•any oi the,:.provisionS of the,',•bu i 1 d ing„ code or of any ;.• ocer ofT:ditia,rsCe of the Jur isdi Ct. i on.. No permit prestnii.ing to ... • fty to V )0 I •''IC.4? or can Ce 1: •-the•-•;Prov is in pf • cotle tha11 he valid. • Y. , • • . 8 : • Not 1 tv the C i ry Of 1 uk.wi l a Building DIV 1 i on .r or to. • :plaCing:';any concrete •Th i. prOceat.fre..: 1 in atld 1 t Igo to ,arsy'. ',require:sitents L.::pecia I lnscleCt ion. ' . , • ,• Y.° t. There sh* 11 Pc no opoUpariCy of the btri I ding s ) unr. 1 theY• 1 ,• s'p t i ha s Peen co mp et ed-: by tie l'ukwila ADO e(1 : O/19/199 Inspector 10. -Anchoring -All new construction :and substantia 1 improvements _ha I 1 be anchored to or event :f lotat ion. col las..:•se. latera , movement of the 'structure . PUt3LJC WORKS. ,-- ContractOr shall notify -PU15.1i60,;:sY:UtIlltY InsPector at 206-433-0179 of commencement ana completion of •wort,: at l east 24 hours in aavance.' 12. 'AI I conk's) t ions..associated with BL/\ L96-0077 .ha11 app ly to th s, perm i t i3. Land Altering (grading) to be carried out in accordance with the p lan dated 2-18-97. approved on 4-23-98 nd revised on 3-30-99. 14. .1 emporary erosion. control measures sha 1 I be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities The site shall have permanent erosion control measures in place as soon as possible after final o•al:11ml 1-0,:ls peen comp Ieted and' prior ": to the f•inaI Irtspeot.fon: star nr :dr aina►ge cv.,tem downstream of .your discharge w1 11 n`c►1 :iurct.ian ...correctly. . unless: the. entire systetif is ir, 'lack. vidual` lot own.er:. wi l 1, be required- by the t:;I t■ to ;instal I the :poi`tioii of the _.vstem assodiaiteci with their lot.: Appl iearit proceed:. at their own rill::, •as the storm d.rainage vstern construction ion sequence Is determined by iiidi '1 lot owner ,The C:1 tv ,wi l l not install the '.torm driair�tii�ie :improvement i dent it ied on the plan dated '?- 7u -yi. ` approved • on 4- 2',_913 and revi;ed.:on • 1 f ape I i cant desires to comb fete, any or-.: al :1 at• the ,storm. dra triage sv_ tein the +. i tv will i s sue•.. a 'separate Perini t for. • ',Work,, in the r,iaht -of —Way or on an atiiuinina lot it ';easements are secur om the; lot oiisiier,. i7 ifie idewall;_ sha1;1 be it sta•lled oer plan' dated J) -Q7 an:1 al.7oruv±rd, :on - �J -t1� ?. Nn .cu b �Glrt. +tl,4P .^ha1 I be, done oer: C i t.v of T ul:w i la ' pis. • Driveway width- ;-.haH b' a 7ll`;, min1rn im and 20 ` iiai1mum. S'lciue •ha11.'be i; r-ad1"1, "slia11 :b,i'' :a imir mi.irnt ;ot: t.ive: t eet ;Privewav 3hai °l1 be craved w.ith1ri 3 „0 "::ot r iah�t- ►fit = Way . itati I int? t�rr:e, i u ' -cha 1:1 r'equ. -Tr e app 11c anon' for ,;a: Permit' '►r'.-Ior to an u +'1a,ted, apt iv it. New ►.,o•n,truC t torf, and -subs tarlr is l ."impro�� .iinent of '.any •esideritzo :.1 �tr,ucttir ;hat 1 '.tea ie. the lowest. t loor^ rro,.1.udin1 a^ement,: elevated' to' Via; iii in_ fn. ium of + rir t'oor above the 1e'rt.1 '1'; oud.> e l e-. va.t. ton . +. 100 .Vear 3 • lil.,.kiui 1dirig ai1.1:1,.• be ► onstrut:te�r and • cer "4i t ierl" as.bui, 1 t a r above elevation shov,'n ori: aoprgved St oriir'drainage•:r"tan hated 2 .l..t' -97 and ::aur'roved'`. on 4 -23 -913', t.P.IGV ir;,tum 1929.? - �n l'oseo .'W "Ow the HI.OweSt t loo "slia -I1 be designed t.o {:t't;vnrat:'.i;o. l lv ecua 1.1ze- :hvdros;tat.ic. f loo i ,t•or1 e .. fi` mimimun► lot tutu openings having. a tota 1 net a,rea,'ui ntot. 1es thanone: quar,:e =,i ri;ch for ever v' Square toot: ot, enc. l o. eo areas = ub l ec to ::t' loading' ' sha 1 1 be provided. •tia'nd w:i th' the buttum of a'1 '1 oc►en,=i. ►igs, n'o `hither than one root ::uho"re, qra •le: t_rnerri:noS .,may: be eq rioed with .screen. , ,.1ojver s",, Pr. other',. 'coverr.i'nc or, de. i ces• provided tiia t•, thev� permit •,ent.r�v�'f nd exit of :1;.loodwaters. 2... •Downspouts:• dr.i.vewav', patio and :•drainage: tram, Donee' • ;livery io.us;. areas _.ha 1 1 be collected in an "on -: i tr .torsi' drain sv&t.em, lti�ain: si"ia ll: be " main: diameter.. PVC.. st:liedule 40 `si corregated poly ethaivne .pipe with a :sm r. ooth interior wa1'l,. •,14U ADS tle' pi'ua. Drain shall be. laid ',nth a minimum 7%. :lope,. Tor •t avity :iis"chiarue to 1ocatiOn approved by f'ui: "1 is itia'F,_, Deot 'Downspouts. shall not connect to tooting drain IF tire► .drain and dow. pouts• may share t, sin!Yle discharge. pipe' down ,tram. pot:. the lowes t touting :drain, 21. The City of 1ul,wi la has an undernrondina ordinance requiring the power. telecommunications, and cable service lines be underground trop the pint of connection on the pole to the house, 4. The applicant must notify the City uti 1 itv Inspector ac 206-433-01)9 upon commencement and completion of work at least 24 hours in advance, All inspection reques,t_. Tor utility wort, must also be made 24 hours in advance. the automat i c ATER METER SUPPLEMENT' DEVELOPMENT, PERMIT ..' e;r 99 -0173 Status ISSUED: •`.S "i to ;;Adidriess 1 2007 46 AV Location App lled pate 05/1.9/1999. Issued Date: 09/08/1999 Connection 1Feest • r' ;$14t0,ygo., x.00 00. Install .De osit: $175;40: • d� a Tn''sta 1 1rYDepos i t. 3 .00 x.00 :00 Plan Rev'iewiy Fee: :5$10 .,00 $..00 $.00 Inns ec.tion Fee: B15: - -00 ,00 $.00 P a 00 $ : 00 • t $.00 pec i a l :/ :Assessment: 00 00 00 r Other Fee: x 0q �.- :f t.. 00 $ 00 CITY OF TU'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Number: Permit Number:.. D9R V �> Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: t.i)t r-1 t Value of Construction: Site Address: t 3c �} (t 4►, S City State /Zip: .lcc,ulta- a. g l�l �' Tax Parcel umber: 3361 ( D - ! Es Property Owner: 1)(t,CurCIC-tql-61-- 40"(V2/..) LA. .b sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: ZISct CLC0 617 Street Address: cal 5 ? 1M-eduiv- City State /Zip: �,r,.-1 -- LUA G.$oa� Fax #: .. 9,1„3,4 5 aL$ Contractor: ! `U► -ecu Ct-v..14- -!1-t - Phone: a)3 q q (0ct 7 Street Address: v �t 5 M_f � -v-" I City State /Zip: -� 2 32- Fax #: a53 cg--1 SDO g Architect: I Phone: Street Address: City State /Zip: Fax #: Engineer: \_ , iLm ASSOC j a -3 P ne: t4 3l— 5353 _P-� Street Address: l" p/... 5c j City State /Zip: & ikef.+- q.000(.4 Fax #: ,53 (0;61- s353 Contact Person: I l G`C� pJ `f1 r� Phone: 3 cl Q. (¢q Street Address: op 15 Q. N. � e. City State /Zip: ;�e r-): X1.`30 32 Fax #: DS-3 -1 5 dog Description of work to be done: NLL) r., \sip r_; W . , � Z' Type of work: I New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ® 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: IS I(-1 sq. ft. Dwelling sq. ft. Covered Deck(s) LA. .b 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) . f' *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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ryatinccept : Date applicaocxplr( q ... Appllca y: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 ALL SINGLE- FAMILY RESIDENTLL P RMIT ' PP ICATION US MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ 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. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:Ns ', �,,k - Date: Print name: ■V I C ,v V.Gte 4.in o9e4161 Q /Oct_t F#:1 sao2 Address: ! City /State /Zip: 1 <ek i 1 0-1 n 8.01 . J S17'1 RMI"T.L)OC 2/1.3/97 MEMORANDUM Date: January 7, 1997 To: Single Family Permit Applicants From: Tukwila Permit Center RE: Change in Single Family Permit Application Requirements Effective January 7,1998, single family residential permit applications must be accompanied with a separate application for all mechanical equipment. Use the Miscellaneous Permit Application form with supplemental checklists H -6 and H -6a, A separate mechanical permit application tracking number will be given the applicant at the same time as the Building application number. The additional fees for mechanical permits need not be paid until both Building and the Mechanical permit are ready to be issued. *41- 4 •I**.A*4.A******A*4—A.A4***A—.4k**1,-***Irk* CITY OF 11.)KWIL.A. WA ' D .... -- tr Tr.ANSINI1 ** -fr A A*- *.A.•••A **A **A**k*A*******A.**4,**A TRANSMIT Number ,',1 R9E100181 Amount: 21F.'; .0( 11 /0:3/99 12t4S 1).avrnelit 1eietliod: CliEC1( 14a1at ion: 1)14EAMC1tAFT 140141S Ini 1.; t, 131.H 09-70173.: 'ft,/ pe : DEVPl1 . .)EVIELUPM1U1 PER M I T • 334.i.40."12,€) 91 te (ddress: 1200/ 46 1V 9 • Total FE.1e9: ; • 14,395.17 2 215..00 Total ALL:. Pnts: 14.395.37 Da1nc •- .00 4k4tA**.A4Ai*#**0.4**.i,*.e.A4A.4***A.'kA*AikA***A**A#.A******A**A**.A.1,71.AAisi. .FcQuI1 1 Cd Do.5ori pt i on AMOLUIL 404/384.1•02 WA MR CONNECTION 40.00 401/3136..520 WATER :INSTALLATION (DEP) 175.00 8527 11/04 171:7 TOTAL 645.00 (-• ti 4ktA 1 i.+e.k *k ±atir ll4l•kk•M***A.* *A;y NAk:4 :1•k :44c4 *,� h:4A *4 4:4 *4—A**:kAk c4 G1 15�`..U1 1.I11r1J1.Lii !IF C r.� Ii 1 icNls`irl • i,AA4 "Ak*dr:4k *•0** *A9k•k.. *• k**•.* *: 4*:►: 4• Ak** 4*4* h*• h .A4:4,A.44- 4. **A.•k*.k:►•*;t .• 17ANatril.T;'..i'Iumtier• 09:800144 ilmaitni i3.:40C1.75 :0 ;,(1 J/99 088 Iav�uc}.nt i�e;`I�od �. i~li�Cf: too liar: i on 0t kAi4'.. k(F 1' H0i1t b P..OrnHt.. too.. 099»003 rvoec; .0EVPERM 0EVELQPMi:.NT..t'f%ItMU: Piie.r.'e I Wow 3347'4071285: t3.i t.n Address, r, 12001 46 AV S fotal Feu e:; 14. 180.3: 1h i t Ptcvment; 13.308.75 1'c t:a I ALL Fmt.: 14.180.37: I1ii1 ance ', .00 a.• Air; t**• a*** k4 -k *k* *4A * * *k•A *- *k4.I A* *kAA4 *••; *A *•Ast1 . *A4 **),)1* * *. Account Cod 000/322.100 0u0/345%.030 000/345..830 000/386.904 412/342.400 402/342.400 401/388.102 401/342.4(10 401/343.40; 401.3083.104 402.388. 1.04 I)t?uisP i ut; i On EIUJ:LC }LNG - RE;; PLAN CHECK. •- UTILITY PLAN CHECK 4lA1ER METER flTtdrE 1UrLDIN8 $URCHARt,L XN5P FEE - STURM. ()RAIN INSP TILE '» BME /at3' WATER CC1i4NECTTt]N WATER I N S P E C T I q ir'. F E L 41AI ER TORO-ON FEE WATER ( S1I36 -AI.I. ENTOWN , sEwER A$SESS- ALLENTUWN PW DCD 13308.75 P13 %'Cis .74.50 P3 DCD . 13344.95 ±'W t'CI' &1.19 Amount` :• .. HECK • 0 . o.) . X6789. 39 10 0 09/13/99 10 4 .:5 0 • ` _ 07,159 0097 6811 :15.00. .2'i . 00, • 1,0.00 1 15. (Ju ;JD' 01 1UKWILA 25.00 4.166,40 7.641..90 6811 09/13 1710 TOTAL " 26789439 *W.* VW .iE k k.* I! **.A k * 71 :k *,A.* k 4 *: * A. W *• :k * A. A: * •k A k A A:. 4r fr h 4 * •k .t i4 k .k * CITY OF TUI<41I. C1. W�1 °`C�I :. TRAN;iMIT X1 1 ,4 4 4. k'p4 h k k.ik ;• vk * k k '4 h ib. *• *• it if* A •k k ,t .4 * A * A k fie l k * * k A * t 4 , #: k :E :4 k •h' k W A A.: * .4 :'1'R'kNE 1XT Number ft ;4000067•F�m ur�t,: U71'M't,2. C.Ut1' / 4 ;zQ 4 Payrner)t MethodK .CHI CK Notation. l ?ftEA4CRAFT: H011E;S Init: ILO ;ti:, Pormi•t'.N.o D93-017 :TVpnu DF.UPEKt4 ':DEVELOPMENT f EIfliI7 Par:c`el:No.. '3;4740'- -1'2E1.�i te. address 12007.46 aV Total Fee' 2.21 ?.07 Total. ALL ;Pints: 871.62 fl a l once: 1.345.45 *Aoci,ile tiRa * *+• * **•44:it 4** Ak. Af- Ak** k, 5** A*4 4, . * *4.A *a1.1 * * * * *k *•k * *s * * * * * *. Account Code 9rr i pt i on Amotin t 0,00/345.830 PLAN CHECK .• - .REa .. 871.62 .1546 0.57 ?.4 9710 TOTAL •'1371.6' tSPECTION NO. CITV'OF TUKWILA BUILDING DIVISION 6300 SOuthcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: D yearii, tr _ il, nOrrte5 o Type of Inspection: lw Fina 1 '"tly Address:1200 4 61.11- Ave. S Date called: 2..___ 4 5 00 Special instructions: Lol. 21 Date wanted:2..2,4_00 CL-r)ip.m. Requester: A 1 ri s ec Phone: 206/396_67zz Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: /if/1244 CJPIA.,,ed-c41 PIP- Yia) r.4.4 ,. ,,. I' ik 44. 41 t7frilha bli • 4,...,...e c, (A4241 , e ,..... Inspector: X(1 Date: 01.1),. y/6, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,- #100, Tukwila, WA 98188 (206)431 -3670 PtY1 ea y tcra' -1 Type of ectio Addres s: _ i s Date called:'� Da Special instructions: Lot. cg.i Datea co a.m. Requester;R, to Phone: ourNb_b_lacl Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: tadvoz C Gam. 7.01 /26,sz .4772 LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-3670 .priai& (4 t ,ztrperwi, a jt ,citybo7 1/6 s. t Date called: y4 Special instructions: ''--t() / gl , . Date wanted: IS 1 I'm. .r9, Requester: , A , c.c.- Phone: e,26(0'—' 590—er 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1 Date: / — a fl $47.00 REINSPECT! FEE REQ IRED. nor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: Diceara acct 'k�eI Type t-.4 Inspection: \n-r..... Yi-- bd. Date called: Ad res • Special instructions: II^ ^^ 0�� Date raedrn�t: a.m.�,5�� � )— i g p.m. Requester: Ai twee _ X56. ci9`tO ti.A Approved per applicable codes. Corrections required prior to approval. COMMENTS: AixAdt, El $47.00 REINSPECTIO !rFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project: Type of %nsRection: / - Addreys � �� C., Date called: Special instructions: Date wanted: f Requester: Phone: • Approved per applicable codes. Corrections required prior to approval. %.`, , -71..1f .41 • / COMMENTS: Inspecto Date: $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Pr ec`: Man c�c Tye f spection: 91(3 tfil Ad re �� eA: 6 144 Dat c. qg Special instructions: cif Date waytg: is 9g pm Requester: Aux_ Phone: gto - 417 I Approved per applicable codes. 54 Corrections required prior to approval. COMMENTS: �o J /JI . �1 n. 14 lit/ b 0 11 lam. i . .. b _ •" _ 411 Inspector: Date: • .ti �ALL. ,.L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD' q. Retain a copy with perms: W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b f7 -0I73. PERMIT NO. (206) 431 -3670 Project: Type of inspection: Ft-024 //6 A e ipe•. Co. $ 70114 ddrA w _all- 71) w41- s- ae o/ 4le.tv .'i i` ,s' s m Al l - /C _/ . _114 VD (ix/kw I- Address:' 2- 5 Date called: 11 Q It / a.m. p.m. Special instructions: r _ T -24 Date wanted: k Request r`7- �� I Phone No.: • F-7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r /ff CICC-o i. 4P1sidi 6' `' SO Ft-024 //6 A e ipe•. Co. $ 70114 ddrA w _all- 71) w41- s- ae o/ 4le.tv .'i i` ,s' s m Al l - /C _/ . _114 VD (ix/kw I- -lb L4)74- / (I 2_4)67 46, VI ! d J` oZ;- 02Lb ) i Log' 0 3 (/2.(36 3) R2 7zi4rat,.� , • LInspector: ) Date: 't/q .g n $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: .11,1=311:2,10174:120.1.. ..voutroomari INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 73 PERMIT NO. (206)431 -3670 Project: Type of Inspection: s SS Address: / 2,') 1y 7 / uw€ Date called: /// /T f Special instructions: ra„/ 11 Date wanted: g� a.m. iii % . p.m. Reque er: X-6.0 / Cia47‘PA-t4A- Phone: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: //8.. kg 11 S55 7Z AtJ.a 5 Ta 4IA FA-711, l -e Zak& T /3 �c.c 44 '0' d c4rp d, Inspector: Date: , /Z /V El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTI.N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, PERMIT NO. `,Fr 'ect: T of Irispection: ice r 1 Special instructions: ±-- P" ( Dad ; i ed� r t I a.m. p.m. Re e er: Approved per applicable codes. CI Corrections required prior to approval. COMMENTS: 5/1e,4 5e s 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspectidn, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: • f .., "a 1 %......0 INSP TION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: 1., Type of Inspection: 55_5 q Address: /aov7 A7 6 S, Date called: t Jo/.0' ;S 5016/ 4-,Jall Cc(J 5 c C.a4 Special instructions: Lam/ I, C7- :-7_ 0 ic.ks`_L/C. / 1^ ri.,ri 5, Date wanted: /% �� /r�` i`11�i a.m. p.m. Requester: A // f!4, �,,e., , Phone: I DApproved per applicable codes. 0 Corrections required prior to approval.: COMMENTS: i ^k cF- eve...(' (414-+` k-'/ q , tic t4 >. / € 44 -k /) � � 5 / 14,. 7it.t4 ;S 5016/ 4-,Jall Cc(J 5 c C.a4 I, C7- :-7_ 0 ic.ks`_L/C. / 1^ ri.,ri 5, / t 2-1 (' r I-�- 3 \4i) A ' 5 <;) , • , �f Inspector: Date :l 01 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .164.FL10,4113fCr.....SMOW0210049.147149MAIWZMISVUWIRMINKNOONSWOMMORMVANSIVIIICIM 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 P[° • ct Type f,lnspec[ ion: dress: I t�� Lila A/ S Date called: dID_ta.4ic Special instructions: ` / c�J ^ti' (_.1� Date wanted: al.:— 10-13--ii pm Requester: �1CC MI5:0 ,......-2.fito .... (e,7aD Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: Inspe Date: / v/3�l�' Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit. PERMIT NO. (206)431 -3670 Pro' ct: ( Type of Inspection:I( 01 W .q • A dress: 7 Zvo7 y6 ,4u� Date called: / & rf, Special instructions: /) Date wane %,�/ a.m. P.m. Requeste oktie.A. G Phone: 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. 4419 jrw oi4 SaZa 11,44.41 Q4-10 J r"� yfig, r� f � frr 7� rye . z.- 70 Ar,f- z1 , �3 Inspector: Date: o /9,5 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: INSPECTION NQ. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Dfiq-017 3 Retain a copy with permit PERMIT NO. (206)431 -3670 Project: Type of Inspection: 5 b Address: / v? y6 f eve Date called: 9 /a- 3/9'9' Special instructions: !—o t 02,.1 Date wanted. ,j p a.m. / 01-11) l 9 P.m. Reque • r: / .. .././ L." Phone: 3% —02-2- Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: SAifif J J 6/ .D, s, r ti .r LtL.i 2J f , � k Ai6,,f) /l ) E4 , Inspector: t Date: T7 IQs 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: tAILIMACXZT INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 plig)qct: ' , L.Atillie Typ of Inspection,: jj a 1P-0 11 -diNK/4419/1 te called: Ads. (42•007 ith /W $ 'Special instructions: `../ ( PO , . Date wanted: q/a1 Requester: 1 It le c- Phone: Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. ". • Inspe Da) $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: suumasumenanzazsgamm ;ti 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 p learn Type of ns econ: Aidedyrbsi, 7 DatIled: /79 Special instructions: l O � Date wanted: t /i to q `m. ( p.m. Requester: / i r Phone: CO 2WCo 4'1, Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector Dater 1� 9 $47.O EINSPECTION FEE SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: AVIrl t App - oved+.witho �" eT� „i.% N:�v,� ;i,4f�� ���`� �s�.SF�!~ '`� at•����i %�•'"�`'1�!'• v`•�• i. r: .v 1 ^ ^,��i k'} a r �;� ' r�+v�i•.> �� .�''' a;t t'�� ��� ?:r F with �`correct'on.�`i �di 4���y�r��� "-£f, ? �!o . '! �,�� t1�ts'.Y� �y i7j In s��•'�,�('SC + ” r 3 !e•a, i':h ti x x »St irf` ri !Wl `` ig.' 4 i e S rnkle'rs : .pr 't+KVxr' � '�"�VtYi: Pr�� Fame Al: ^' 6'.4 r: vb od a; ' axon,... Y: ,Monitor - ,y ,z.....:,,• - ' e.F%re " • .ermi�ts Vii;: � ` ,•,�ftr'.i,/1 /,•;'s`Y,',%'�;"_� �S,. �f _ c • a 0.1 r.4" Let it 81.90 41X1' c`F .415 27' lo' 4) Writ) 3b' 0, F F Elev. II./ 1 -17 -- N 15' 20' N 48" s5 9 w X316" Mu-1E '1O M =99 -0141 P"2" M H /P111* TE SewER. MAw Egmhis o4 —C NISTRuCTi ton) PEND i•6i 10' PnT10 Fr Elev II:4 COVERED PORCH WATER ME.riRS._ Go I (DS 41 - ,q, 2.33 Niwnaotb S.C.4. 2" TAP 3.(,11 & I:XISTWC/ ;EWER MANHOLE' �{6+h AVE. S M�1 • DITCN..... - T These plans ay the 11Morks Department for N , standards. Acceptor* Is subject errors ons which do e"victticis of d standards or The for a adequacy of rests to;�.': desi ner. Additions, or revi:! ... y�se 0avdn after this dli void and will require a of revi;,ad .'r: wings for subsequent approval." Ans1 acceptance is subject to ficla nnspectionby ws Public Works oblides Inspector Dalt r , By: fib: fr • i'l = 20' M 0 FLOW) R► "LILF SWALE 30' 33s • 0, zt 7"R -NCH` C81.941' - G.0 i OFF_O.�'3 t•. 4' N N PQ ►�a I0' pnrlo 27' 3 6' FF Elev. 11.1 15' 2. a' bl5. 26' 0 Z.. 14' 40" 55MH w/3" FaaME GRA4'IE — RAFER 1P M =g9 -o14') Foe MH /p u* sENrEit. MAIN EXrENsioa cOmsnaAcri otJ PGNIN )c, r ^fr 5P -• - 1:6 /2.0' R"A'us Tye, -J FF Elev 11.4 18' w 6- 39' 8' v _ Loy 22'- CeD T 110' FIRE NYDRAter Q c 1.42' --> o' PP Elev 11.11 COVERED PORCH Is 25' WATER METERS._ EYISTIN WATcd SCR'IC[ STRUCTURAL NOTES CODES AND SPECIFICATIONS, 1. Uniform Building Code -1997 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 6. Simpson Strong Tie Connectors Catalog -1998 QESIGN CRITERIA 1. Wind Load -.per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B - per Uniform Building Code . Zone 3,I =1.0 - DL =1a PSF LL = 25 PSF - DL =10 PSF LL = 40 PSF - DL = 10 PSF LL = 40 PSF - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design - 2500 PSI (@ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 6. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro =lams E =1800 ksi Fb =2600 psi 2 11/16" Paratlams E =2100 ksi Fb =3100 psi • 31/2, 5114 & 7" Parafiams E =2000 ksl Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use-2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear wafts. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common C 6" oc, UNO. 8d common nails shall be 0,131" 0 x 2 1/4" minimum. 4. Floor and roof diaphtagm nailing shall be 8d common Ci 6 "oc at all supported panel edges and 8d 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on Undisturbed soil or fill compa;.ted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1200 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall ve ify al' dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of al! structural members during construction shall be provided. Any proposed field changes to have the prior aproval of Engineer. 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils 7. Concrete S)bi f<vb RECEIVED CITY OF TUKWILA MAY 1 9 191.m. PERMIT CEINITI • o(-161-a'13 5 Z. C 3 ��t.t.t L't'k QJ�. L. 'Ow 13, s •73 -- 4 2 otZwt Ptowly, '3 l0o 1- 1 3 4.. Z "22_ L oo 4s-C, 2-fl1 _ -26 -7"3 12. e135' . ;t =0(3) (2) L5 (c)X(b *1Oi�- `Trz evz.Q.F Ic -ta1.4 1 S t 4,- A?coot i tAq _ c (4,3Y t 026 — "' 3640400 coo J 53)90 P2 V Q / c G tbZ -2- l •23 a 1Qz3 C1) z( las- G ) ct. Da m 3 RS 02 t'2 fl`1172.LA Lon. -pS pN L...( 25954 130TH PLACE S.E. P.O. 1 (A6 R /yen o 1' 2 21 z r • 11 ,t-2,1 VxL, et"2-k-k 7 U R. HORN ASSOCIATES KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 • (1.1 co) 6 — C ce. 6.Q . Czars c-, 4-0 347F -r ---3/Gaz- 4-FC0 .1D 1)2 Q 7-czczr4s-) t ' 1 ZLZ /37 LS /b 3 93 (I4 1*1 47<Q l=°1 5750.'6.)(Kzr L s- 4 x Do ,,r- c—Dc cAL. Pr�� l��s Cz.._ 64-1 P a� — L \x 1Z•-2 b s- -Pk-C3 LC- Z r2o (..S — _(Zg6. 3c3) %0.� (∎Z.) IZZ- 1Z�a IZ.zl.l' T'v 71:1-- 6 o c.; r` nk3b= 0/ y a (Zoc w, ,as, - cZc11 L�� ,rte— ( - --� u-C)bk sLA, (t__ `. y�o u.`, r) jJLS/2oo v 3_- '5,5 X b / Z .).26•0 0.2 (C) S 3 - r 384 -(I (,c) o oo c, C • �2 y SC) g 53 33 33847F-c 4-4(127:0 Z4u 2 C o t 5-7L-1\3 �- l� s‹- �-�4 Zc c Z 2. O 4-/ 14 c c>0 0 tom. S). 41/4t_ f/z- Lo c-YL. Dv ` 2 (4.si2,s= 11(„a 8-3(..Q1-3") = 5.S (3530- -a33�3 • z(C, 5)(i ,`) . 4.25 �- ILDC ‘) • (.13 1 3._) ?)s-r%-rti.L. 14-44.477--prvt,t L,Lo( --2.4.A-1/4-cs- 4 k Co 44 2 1,00 =L°I3 xis ^= A5S 2 • zo e 4a Iit (71 ` 134 %(3�5tZ lC -S L 3 14-p _ (O 0 0 13•-) C �sJ c)— C ►�. cr (t/ ._, 0 L5,,1- k5 int. Roc, c1/21-AA.r: FA Li' c z... 1-tC) .. Q. Ms C SGe '7:5 t s C4 ,1- =;c ' Z> t�7 <Z) f tZ_ = 22.c1(- } (Z') L ,c r o 0 tes s/, tom - P L Zs� i(� ∎.ti oa Cr2 PPL lap ( C., o O CO-V4-•- 4 lt\ • c2) „ I Ft 2 vtf C 244-UL SP�•�Q" �r2�,wA�� • z_ Z 5v L' P / z 0 0 o /d C$ j =1Gat) 2..02-1 7-4)2,1 F/3' S' c ern L ex, iZoa ��Z Lt •-3'o -l. LI vAi s1-D 2‘4t-c-- = 4 )((;) * ZQF- `k-(4' Ye. c. 9.90;(.1S;) 2( 6 .2") - - % i a .. c, 1.1 As- - -i C ?(ac7 s ciov: ('s�4 my, 3 a 10 3s 6‘ C b o a aoo 6"..,z \ 24a t k. & c 2 1 T�C pt c t _i.. l/C !J DC 5 P ? 4 n"' \J/�c. L 4.2� = 3, I/Vtc ,� � 3ox3ox8 g,S4..fi • Z ` 1t 3 ox4� �c Fo o'T" ( - -w A 7 L-s 4. c7 ((g vex `r i -7"\-( c Cr d`:4 cZ, LS/)P4 • z L rJ 46 1C JN• p.2•1?. Us CCa trZ 54? 2c Z4 300 Uc Z. z3 144.----r/t2-c)c)= 1‘014( F-00-7-+ N G OK to: '.' vll 4 'rte a *-(6(Lk 1• -4:1 1 1 1F-- • . • • 1111WriEnid4tillie1 iElliTil ........._,_. r-- I , 1 .....-., , 1 •1 1,1 ......._ Tji III 11111 l 2 .C.• $› kit 4, or I W/6c44 "/Cil)lo 14 Gm-lin-eve F.- - Itzft-rie 14/ P6 if.% 4 e ...L. I 1.10TE STMT 1.*Yoar SOL•IP 6604 i&Nt. 15E06.P-1W. -.T.tr• CANTILeveF. AL: I/ I o no -,Qt .0 n 'S J. S l'N "t� 1 • I 1 i I I Lil VITUt 9• . no; OZ !t • 1 I J 1 1 J —•� cr 6 • y � I �at d V3 7. ` ,nisi eD r■ I •tom, e IlemaN eQ J- .01 •-• • e) 0 .�-4 ;1` 1;1 1 1 1 r - C 0 ,40 V9 VALLEY BEAM UR LEFT O 'Tleeam^' v5.20 SertalNumber .706040314 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 eEN4USA 1111 1/3199 9.24 04 PM Page 1011 Bued Coda 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 13'6" n All dimensions are horizontal. Product Dlagram Is Conceptual. LOADS: -- -Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 437 175 10' Adds to Tapered(ptf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(ptf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 756 / 337 / 1093 Blocking 2 2x4 plate 3.50" 3.5" Right Face 584 / 271 / 854 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL / LOCATION Shear(lb) 1056 850 1596 Passed(53 %) LT. end Span 1 under Snow Roof loading Moment(ft -Ib) 3080 3080 4284 Passed(72 %) / MID Span 1 under Snow Roof loading Live Defl.(in) 0.230 0.439 Passed(U686) MID Span 1 under Snow Roof loading Total Defl.(in) 0.335 0.658 Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: �DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 CopyrpM O 199e by Trus Jodi MacMillan, singed partnership Bone Idaho, USA T} geam^' re a trademark of True Joist MacMillan 114.4%4/ i'0a,► TJ -e.am^' v5.20 Serial Number 706040314 SEAMUSA 1111 1/4199 7:51.161211 Pape 1 of 1 Sued Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 B10 OVER DINING ROOM •..,' 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 1� n 0 All dimensions are horizontal. LOADS: — .Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS Uniform(plf) Snow (1.15) Uniform(pff) Floor(1.00) SUPPORTS: LIVE DEAD LOCATION 150 60 0 to 16' 6" 200 50 0 to 16' 6" 16'6" Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces )1E21 Product Diagram is Conceptual. INPUT • BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.5" Left Face 2888 (S1.15) / 1031 / 3919 Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2887 (S1.15) / 1031 / 3919 Blocking DESIGN CONTROLS: MAXIMUM 3840 15519 Shear(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 CONTROL Passed(81 %) Passed(99 %) Passed(U402) Passed(L/296) LOCATION LT. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION �DREAMCRAFT 1814 OPERATOR INFORMATION: .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynpht o 1996 by Trus Jost MacMillan a lolled partnership. Bone Idaho. USA. TJ•Beam^" s a trademark of Trus Joist MacMillan L Oln✓ %= ,S— Z" 19 z 47..E (-t- = ?h.3 (Z)(•( s") (l (S C'ac2 I6 J'.`► ' • ""'‘k r • Tleam^' e5.20 Serial Number 70e040314 eEAMUSA 1111 11699 11.27.35 AM Pape 1 of 1 Build Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension ■ 12' J 15 MSTR BDRM AT GARAGE CANTILE(^ 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c 6.„ 0 4, Product Diagram Is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs,) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 316 /57 /373 Blocking 2 2x4 plate 3,50" 3.5" Right Face 448 / 103 / 551 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 276 215 694 Passed(31%) RT. Overhang under Floor ALTERNATE span loading Moment(ft -Ib) 573 573 2142 Passed(27%) RT. Overhang under Floor ALTERNATE span loading Live Defl.(in) 0.069 0.207 Passed(2U999 +) RT. Overhang under Floor ALTERNATE span loading Total Defl,(in) 0.083 0.415 Passed(2U999 +) RT. Overhang under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Left overhang(LL:0,2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: — IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 PROJECT INFORMATION OPERATOR INFORMATION: EAMCRAFT 1814. R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrpht O 1988 by True Jest MacMillan. a Wiled partnership, Boise, Idaho USA. T }pro"' ano T.1-Beam', are trademarks or True Joist MacMillan 01-44•4100MAhav• TJ•eam^' v5.20 Serial Number. 708040314 BEAMUSA 1111 116!99 2:53:33 PM Pepe 1 of 1 Bulb Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 14' F/J LR JST UNDER UPPER FLR WINDOW _.3PLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 n 12' �n 2' LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD Point(Ibs.) Snow (1.15) 714 286 Uniform(plf) Floor(1.00) 52 15 SUPPORTS: 1 2x4 plate 2 2x4 plate INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3.5" DESIGN CONTROLS: — MAXIMUM Shear(lb) 1156 Moment(ft -lb) 2313 Live Defl.(in) Total Defl.(in) LOCATION APPLICATION COMMENT 14' Adds to 0 to 14' Replaces JUSTIFICATION Left Face Right Face DESIGN CONTROL 1089 1596 2313 4284 0.095 0.200 0.116 0.215 REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 313(F1.00)/68/381 1271 (S1.15) / 508 / 1779 CONTROL Passed(68 %) Passed(54 %) Passed(L/271) Passed(2L/445) Product Diagram Is Conceptual. DETAIL OTHER Blocking Blocking LOCATION RT. Overhang under Snow Roof loading RT. end Span 1 under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading - Deflection Criteria: STANDARD(LL:11360, TL:L/240). Additional checks follow. Right overhang(LL:0.7', TL:2L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: DREAMCRAFT 1814. R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynphl 0 1998 by Trus Joot MacMillan. a Iwnaed partnenh¢ Boise. Idaho USA TJ-Pron, and TJ.Bcam^" are trademarks o1 Trus Joist MacMillan Z t-t r “( 2) — 2-43 2<r;X;, /, 1 rZ .�cro1h�. 4qiw4t� 1.5" x 9.25" 1.5E SOLID SAWN HEM- 16.0" o/c TlBym zo sank Number. oeao314 FIR #1 @ BEAMUSA 1111 116199 x:06.47 PM Papa / at / Build Coda. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =14' TYPICAL UPPER FLR JOIST \ Fit I 1 in 12' 2' Product Diagram is Conceptual. LOADS: -- ..Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Snow (1.15) 325 130 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs,) WIDTH LENGTH JUSTIFICATION LIVE / DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 322 (F1.00) / 46 / 368 Blocking 2 2x4 plate 3.50" 3.5" Right Face 949 (S1.15) / 314 / 1263 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 750 689 798 Passed(86 %) RT. Overhang under Snow Roof ALTERNATE span loading Moment(ft -lb) 1455 1455 2464 Passed(59 %) RT. Overhang under Snow Roof ALTERNATE span loading Live Defl.(in) 0.120 0.200 Passed(U214) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(in) 0.145 0.215 Passed(2U356) RT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Right overhang(LL:0,2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at T 8" otc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program !imitations and assumptions about this analysis are available through the software's On -line Help, Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above, PROJECT INFORMATION OPERATOR INFORMATION: .DREAMCRAFT 1814... R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright o 199E ley Tat: Jost MacM4lan. a !mars pannarahtp, Bow Idaho, USA. TJ•Pto' and TJ•B•am" are trademarks of Tae Job: MacMillan • T.NBsam^' v0.20 Serial Number. 706040314 eEAMUSA 1111 1/7/99 1:46:23 PM Pape 1 of 1 BM Cods: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CNIAIN FLR JOIST UNDER ENTRY CLOS&) 3.5" x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 n n 4' 6" Product Dlagram Is Conceptual. LOADS: -..,Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1142 457 2' 3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) - - WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1426 / 456 / 1882 Blocking 2 2(4 plate 3.50" 3.5" Right Face 1426 / 456 / 1882 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1802 1451 1607 Passed(90 %) RT. end Span 1 under Floor loading Moment(ft-Ib) 2710 2710 2905 Passed(93 %) MID Span 1 under Floor loading Live Defl.(in) 0.031 0.139 Passed(U999 +) MID Span 1 under Floor loading Total Defl.(in) 0.042 0.208 Passed(U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: .�.DREAMCRAFT 1814. R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyright 0 1998 by Trus Joist MacMillan, a lento partnership, Bons, Idaho, USA TJ•Pro'' an: 7J -Beam'" are trademarks of Trus Joe; MacMillan g 20 • F/J 2C( IN FLR JOIST SUPPORTING CORNER COLOSET TJ-0Mm," YS.20 Sorel Number. 708040314 5.5" ;C7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 SEAMUSA 1111 1/7/99 1:5821 PM Pepe 1 oft eutd code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 n; 6 10' Product Diagram Is Conceptual. LOADS: ■•Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1428 572 2' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD /TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1424 / 579 / 2003 Blocking 2 2x4 plate 3.50" 3.5" Right Face 537 / 224 / 762 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1990 1933 2338 Passed(83%) LT. end Span 1 under Floor loading Moment(ft-lb) 3520 3520 5801 Passed(61 %) MID Span 1 under Floor loading Live Defl.(in) 0.116 0.322 Passed(L/997) MID Span 1 under Floor loading Total Defl.(in) 0.164 0.483 Passed(LI707) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L/360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 145' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: �DREAMCRAFT 1814. .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrght 0 1998 by Trus Joel MecMYlan, a ranted partnership, Bow, Idahc. USA TJ•Pro°' and 7,1.8eam'w ars trademarks of This Joist MacMillan. 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BOX 5102 KENT, WA 98064-5102 PHONE/FAX (253) 631-5353 ,- v) 7 N N {(1 tO e■ N 6 t e^ N 7l I— - al ea 0' r� S 43 SS r O =P -J, oL UI I I 1°14.44---1. =.^ �� ittgi .a < .t-ii w- r� S 43 SS r O =P -J, • (S ►4 r (Z ') c l►-z. S. I � L001.1■• A rJ A` (S I.S Oc 10 14 t S C,.,cD k :mac / • fl t-4 � �-1� aus G Aril- S Lt:) Z.U. 4?Io Tl2t "=ocD-1 t% C t 934 r • •s 1-c D I( -r-� - kvS>.5 C Z) S 14v A r..) at= C3) 0? wx ..�S 12 uL • 1 `0 \A/ n. LA— 5 a\ , N4a c...- L �'D w �� kA A�LACflL 1:).=:)c›tZS — Jt-! - LCP-b lS G( /FT w i-'5 D 1 v STt-t ►u �..� 1-4•C%\- o Gc)w - • VNCVN1_ LCD AA) = (( /FC R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 - .-., . • 4..b • • "733( 9'.g 4:c.41'L *CzActm. -'cci 1 O /�� j Z 14' , '-114.. .5.- -, 1 S, i 2. g - l_ ' - 4-474/241 . '7327` 2_% SOS o ►, • _ ( `mss 3 $F ti� ' 5'--r1-o ; - r 14 0 ' sw. who, Fr `o01.1) Lt F 0 in 7� 1r 4. p,v4_ sw P F (:,.7L J 0 - Oti CAD vIA it MTV' go0;1°Di4) - • . a4b C6- = 3 f I _ co ie. ST 146%. 00 . 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Meeker Street Kent, Washington 98032 page 1 of 6 pages ATTENTION : Bill Babb REFERENCE : Allentown Development along 46th Avenue S, Tukwila SUBJECT Seismic investigation INTRODUCTION 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. 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). OBSERVATIONS 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 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. pcq-or73 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425- 643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages 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 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. SEISMIC COEFFICIENT for DESIGN PURPOSES 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 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. HIMMIT3_)1113.1e.T6111' PROJECT NUMBER 2359 20 May 1999 page 3 of 6 pages 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. 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'. eroll rp TT ?IrMILI :! • PROJECT NUMBER 2359 20 May 1999 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 LIQUEFACTION 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 page 4 of 6 pages. remain relatively loose. 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 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 load 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 page 5 of 6 pages 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. CONCLUSIONS 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. =1 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. . . , ' •.; • •, • • . ••, •-• • . ' Dile C. Hemphill • P. E. iBecause the groundwater is fairly deep, there could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. Registered Engineer No. 14777 State of Washington = • NEMPEEZZEIN DreamCraft Homes 215. East Meeker Kent, WA 98032 (253) 859 -9697 November 2, 1999 City of Tukwila 6300 Southcenter. Blvd Tukwila, WA 98188 Attn: Jan Dear Jam Per our conversation this morning, please upgrade the following addresses: Lot 21 12007 46`'' Avenue South D990159 . Lot 22 12001 46`" Avenue South D990017 Lot 23 12003 46`x' Avenue South • V173tf I will be waiting for your call regarding the total charges for this change also the balance for the undercharge on these meters and two others. Sincerely, pp Vickie Martin Production Assistant • TO: FROM: DATE: City of Tukwila Department. of Public Works Brenda Holt, Permit Coordinator Joanna J. Spencer, Public Works development Engineer September 15, 1999 SUBJECT: Dreamcraft Homes Lot 21 Revision No. 1 Permit Number: D99 -0173 Review Approval John W Rants, Mayor James F Morrow, P.E., Director The above revision involves site plan modifications due to construction of a residence with a 3 car garage (previously approved site plan had a 2 car garage) and house repositioning on the lot, has been approved on September 15, 1999. This approval has been entered into Sierra Permit System. JJS /jjs cc : Applicant (with copy of revised plans) Development File (with copy of revised plans) PW Utilities Inspector (with copy of revised plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director August 24, 1999 . Vickie Martin 215 East Meeker Kent, WA 98032 Dear Ms. Martin: CORRECTION LETTER #1 • Development Permit Application Number D99 -0173 Dreamcraft Homes — Lot 21 12007 — 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, (Litiet- gitF Brenda Holt Permit Coordinator end xc: File No. D99 -0173 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 c. + ^�: r' >�' :tist�7'.1 ".�.:firl`; {:via� �;,z aer 'tfr'di".r:dY�/R'.p..,, v:;r`:tk""ri•.•y�{.:a.iPSw{,��rq 'e ?i.s.. = ,.L�r�i�`i+:4:;"t> St /;',,vy°}r<, {Hf:++zi^;r9�eC,a) Suy� J :� t i..:`rJk; #P :ik.'ki3?�X:l:"Y.,,,,, PC,rr-,�- Covra Cry. PLAN REVIEW /ROUTING SLIP TIVITY NUMBER: D99 -0173 PROJECT NAME: DREAMCRAFT HOMES - LOT 21 Original Plan Submittal Response. to Incomplete Letter # Response: to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: A)o B ilcfi4.-k Division Fire Prevention iVb— R'eK? Pu lic V!/grks Structural PI nning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -9-99 Complete 14 Comments: Incomplete ri Not Applicable ri TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE 10-7 -99 Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 a3 ,6;'r(G a uo lip ; +" fk ;ln, Saig iV4 i3 itT,'' :ii`."o-�!'i•§f!NF ,,'q'.9 ?6tR2[ €4Ya!hYt7 �^N^He1Ai:;''; le)(Nnct COOYa COyE PLAN REVIEW /ROUTING SLIP 'TIVITY:NUMBER: D99-0173 .DATE: 8 -13 -99 ROJECT NAME: DREAMCRAFT HOMES- Original Plan Submittal. Response to Incomplete Letter # XX Response to Correction Letter # Revision # After: Permit. Is Issued DEPARTMENTS: Building Division n g• s Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -31 -99 Complete Incomplete n Not Applicable Comments: \ TUES /THURS ROUTING: Please Route lk.Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 9 -28-99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved n Approved with Conditionsn DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 t L) : n .i ') ti` >lsi �:': '1� 1• i'4 % >>•','.�:. ":Y /':5•hti'�4�.,: i'i.,t /,..,•. 1L4'% r'. is7"' h;`'":.`;'. �. �;; �. t>;; �,,. " ic. %�i"i"CYIAj'!r••��4,Sr:,'yt4 rt)t V,�t'i:.i:Lt7 p'a V4°+`t ,M.li?A4%�cri.IPnFti1. Pexm ‘ •• Ccord. Copu PLAN REVIEW /ROUTIN SLIP TIVITY NUMBER: • • D99 -0173 DATE: `5 -19 -' PROJECT NAME: DREAMCRAFT HOMES LOT 21 XX Original; Plan Submittal Response to Correction. Letter # Response to Incomplete Letter Revision # After: Permit Is. Issued _.:. DEPARTMENTS: Bit)* ldn Division C Zg4 - � I�jl��rkl�DlLIO Fire e Prevention AAwc.�n Structural j • � L Planning Division AL 5-20—c-6 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: n n DUE DATE: 5 -20 -99 Not Applicable TUES /THURS ROUTING: Routed by Staff Please Route No further Review Required n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE: 6-17 -99 Not Approved (attach comments) &31/Ye,61i2;t5Y) 44/ /14.6tai-el REVIEWER'S INITIALS: DAT CORRECTION DETERMINATION: Approved Li Approved with Conditions n DUE DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PR- ROUI[.DOC 6/98 PROJECT NAME: 1)art:(421-1729722 PERIC; NO:. 11- Or/5 Site Address: /200i 1-/6 S Original Issue Date: REVISION LOG Revision No. Date Received Staff Initials Staff Initials Staff Initials Date Issued Staff Initials / I Received By: I '9 --75--W Summary of Revision: ill f , A ,,i. d _ A 1, , ? 1, 6 1/ GU/rd / 0. /._ /11)-6V/6eZeli -t2n ZOL- Received By: ahz it/Le.,44._ (please print) Revision No. • Date Received Staff Initials Date Issued Staff Initials . I • 1 I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I Summary of Revision: Received By: (please print) City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I g I q l Plan Check/Permit Number: 9.c . D fl 0 Response to Incomplete Letter # 0 Response to Correction Letter # Er Revision # I after Permit is Issued Project Name: Dr-CS C 4- nn eS Project Address: 1'at O 1 4 (o t-t\ S . Contact Person: \I lC,l (,kt1 YY1p ,r}�Y, Phone Number: a -�3 2G 4 6 Ql.. Summary of Revision: Plc%v o.. (l 4 , 3 Cow OJ 0-1-- — 10e e tc:.r\ pre U thi n "L a� ca..- , Ras, AbrY,i 1- 3c cu,- et.", rteost- v,,e.d can e 10+: RECEIVED f OF It IKW►LA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: FY-Entered in Sierra on CV. P)--q°1 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 4313665 c_ City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g -13 - Q% Plan Check/Permit Number: I) q d r 7 3 0 Response to Incomplete Letter # 2 Response to Correction Letter # O Revision # after Permit is Issued Project Name: 1)6; EA i"1 C'2 AFT- (-COI ES Project Address: 12007 46414 A V s Contact Person: V IC k f E Phone Number: 2S3-85-1 "16q7 Summary of Revision: S t 8 ,TIED f t IQ E5FO NSE '7p C6ekec T'tc,3 LETT(2 ( RECEIVED CITY OF 11JKWILA AUG 1 3 1999 PCRMIT ClM,TEK 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 .ff_3-0--cri 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 3670 • Fax (206) 4313665 Fire Department Review Control #D99 -0173 (511) i John W. Rants, Mayor Thomas P. Keefe, Fire Chief May 21, 1999 Re: Dreamcraft Homes - 12007 46th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • Fax (206) 575•4439 City of Tukwila Fire Department • .Page number John W. Rants, Mayor Thomas P. Keefe, Fine Chief travel distance from the nearest hydrant exceeds 250 feet. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. Every building shall be accessible to Fire Department . apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Red lential Sewer Use CertificLion K r NO (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name (L aastlFir�j, Initial Property Tax I.D. Number 39:111'J ,M,iddle ' I a l Property Legal Adairm Subdivision Name MHIJO 06 Subdiv. # Lot # a Block # Building Name (if applicable) Property tre erty ) �-7 4 (c* S Street Address ` -, City, State, Zip Tu- cWM0. ctl F1 Owner's Mailing Address (If different from o I ��✓ above) 6 k/oP- q 3a- Owner's Phone Number ( )'1 a (>?c,-j Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address. (if different from above) City or Sewer District— FOLLO■0., Date of Connection: Side Sewer Permit # Residential Customer Equivalent (RCE) Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 RECEIVED CITY OF TUKWILA Mg 1 9 1999 PERMIT CENTER For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require rof corrected data for determination of a revised capacity charge. Signature of Owner /Representative resubmissio IA_ Print Name of Owner /Representative 1057 (Rev 11/96) Date White - King County Yellow - Local Sewer Agency Pink - Sewer Customer fAli .• 0173 525-05i000 (11(97) Mulch And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL !'s REGIST. # EXP. DATE Cd01%:,MJFH°I*092DA 10/01/1999 EFFECTIVE DATE . 03/01/1991 M J F HOLDINGS INC 215 E MEEKER KENT WA 98032 !$.052.000 111/9 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE Please Remove CC01. MJFHO I * 092DA 10/01/1999 And Sign EFFECTIVE DATE 03/01/1991 Identification 1 M J F HOLDINGS INC Card Before 215 E MEEKER _ Placing In KENT WA .98032 - Billfold Signature Issued by DEPARTMENT OFIABOR AND INDUSTRI_ JES ■•• 10111111WW•mo - rt." FF Elev. I (.1 _ PMIO F• Elev. 11.1- Nato (o p"4110 1113' FP Elev 11.4 (.01121 IMPION•01111.410111.111M1 I o' 233 1.1NuttliOtb 5.c,L. t,„0 fS LF rrll 30' 61.q4' 4„ FLOW RELIEF SWALE I t i. / ' C • , s A - I " 0, K Co ‘ a , . s. A cceptanc A cceptance IS subject to errors and I omissions which do not • authorize violations of I • adopted standards or ordinances. The responsibility I for the adequacy 91.1 = • f*- – • ,cest.5 totally With the ,. of ciesiqner Additions, c . .. ,.. , or revisions to these • and will require a rel drawings after this date woo l/old h.. , A , 1 ini for subsequent approval. Rani nos la I the Akio doglike . Date: OP: • . 1.)..._., 4Ermyrett'll....L° Ill—' Lel 22 81. 9 G. LAT OF 7R C 011.3 DS 17' »i w Ev n i ra crit4... 1.___e 2 \ ■ % \ _ jikit ‘iry j \ \ 1\ \ ‘ v.% ,r-7, i ,'„,•-(/,,, • tit • pircH,.',; t 1 6 ' ' Yt / ' ' reviewed by the Putiic -i.ip ELEV, Sib ElA/A IA COnfeYitianet Waif tiklent E ■•••■•■■••■•11.4,1 27' 2 5 k .,pfo / LIffiC4 -gibs A 4. tiuLA, /N'f r. s ,ta 3 w►• rr x u * UA CoH ICJ - r 401 Fr. ii 1.1 _ 1.1. ' 4244 o ior w/4 ) boo a. ow. 2a. a � ' vAuLriz f'-�t) 292 0 .0 , 4 9.93 Ng viAu.s (4 f �s w•1 1 $5 I Z ?Z, 1092, o o.•5 0.041 • G• 44,11 . WINDoyls (iiettsmitA l) rtivA Oyu. uIuhio s(rai►) pi op- aac LS 41 D.41°° Ito. 4 -r »ws. Igka ' I� bUxL1 uf► 00 4) 1. G .,pfo / LIffiC4 -gibs ‘Gtii-ifbatilr P. w►• rr x u * UA oa 1 ii ec41‘.0. 11 ► IN. i1► ti ". °a (Ar►l. c41Uat, . 30 291. . 9 • & 1, 150.31 N &t WwAs Mlle: ) t3 16s3 s o$2 vii“Dows . ) 01* Z103 *3 • 5 1 Igka FL� I I� 1�►� v - IC T I TT I7 CCO 10 0'1.o "✓ 1 ocy 16 13 1 1 , 1 0 P 2 9 6 1 - - LL ` h wocci I�H OF TUKWIL A Qty Notes Size Type Bar VT Glass [Grids Argon Screen IU- Value 1 , ., Price Each [ 1 1050 PW 710 - CLR TEMP t 1X5 1 4020 HR 770R CLR 24 1 4040 6 QR 770R i Y CLR #14 1 4040 QR 770R I CLR 814 1 2 4050 SH30 570 q v CLR 4X4 1TR 1 5050 [ XO vu =` CL,R j 1 4040 XO 770 Il CLR _ 1 6036 XO 270 � i CLR 1 2030 SH18 570 . CLR PE 1 2050 SH30 570 1r) CLR 2 2020 SKY i 9 z: LAY -E TEMP DATE FOR SELOLW ' __:- 1 4039 XO 270 I Gi) CLR 1 t 5040 XO 270 20 CLR - 5068 170 33 ? - CLR TEMP t _____}-- 4040 XO ~ 270 3 - - CLR 8/26/96 114 PM QUOTATION Quote Date: 4/25/98 Project Start Date ALPINE WINDOWS 19720 BYr'HE1L- EYERETT HWY SE, BOTHELL, WA 90012 -$124 (J6} 481 -7101 . 1(800) e03 FAX ( wj 4412-4811 customer: Dreamcraft Homes Address: 215E East Meeker Kent WA 96032 (color) Vinyl Notes: Dimensions: RO/NOA Phone /Fax: 859 -%97 Misc. Notes: Total Sell Stir Sales T. Tots job Address: Job Name; INGLEWOOD D Plan Revision Date: Sales Rep. 1018 Jim Jensen job Phone & Contact: Contact M pr k tG .365 ON Extension _ ll .9 OF 7.H\ i A 12 6 2 Q 8 . 1.++ i 4 J 4 . 1 7 Inglwd D Quotation Valid For Sixty Daps Maxim ::: Unless Othuwist Noted. TERMS: NET 30 DAME' • SON(. to *AP patEGT NrE.NT Fir m r 1 0 6 " r . T.V. HIGHS I L.o‘poT • 1/6.= 1+1 if 44.45TAti. P /4.4. osl- to•TH ' F.161-11 p-f-VATIoN 9 — 1 1 -10 1 /11 12 PM 6 HON- B4-N4 GOL.0 M P,I SEE PE.T.St4T. *7 ic I T6i4EN CA-e)NCT ELEVATION5 ALTRNfr.T 1HEtJ Pk.AN / 4t*.• SEE. S*4 EILT 5 of 1 roe: 4.4....rcorA4^Te iiraTC.44 cf.* cokailtuelr E.L.IEVAOrciaN5 - SEE. SHEer 6.0F 7 FOIL 5 14e..04. ‘40.4-i. HON. POW hi SCI4e.D.LILES - fAcr LI,1445 1( p IN IN& IzOOM FLul H co lc 12 OF 4,51E0 f dee- . _ , 10-_10./1-- v 1 Ar IA to ' r. LC r cc'iP iv Hiti.ofT - V8t uk - 1"uDc I 1.._/.4 l. .., f A "0"11,A .A rtrs l i AdIL wbar . 71111 I " C iq LINE OP FI-000. • xo ft- tai (1)4*S 514 " 0,TE 0.140 Taft44. °veg. 4ig 4 140Z 01Uu..loN :Art v 1 r • SND aye,- -ELEA/ ' 2.). 1*5 "At) 2.c RAP. 13`--4* ..0..„.0.1 161-011 61.00 1 /41 gg Dts.s. c &CV NS SITE Itatutt, icCo H 1;16 IN FLOOR rgovi via 3c, rE LAG Ecz • C43 Ab4D tc,,, . .1 5a- v Wt. LINE WITH r^LTE0r4aere. KITCHEN c -,/ cAemter hi 21.% to w.e, su. g. soz .4 "tab% — — 4$ 12 OF 00,6- 5* 4* x _ venri F/P, Leilfto fag. UcbCc. 1Ns-rALA. Pee. Su- NO.q-v-b Mr. 0112.Et.:TiONS EL ErIENTS 4 suiTCHES is" 11 114 . ABOVE SLAB FA 11 LI OQ CAI"' E JAC. lc 4x&HIP2- V 5 /a* TY PE "x' cHc-if5P COMMON WALLS Cori's. TO uripeitsiDE OF gOOF SHEATHW& 0 8 7 onza ;I - 6 20 5 6 5 r Li -i - - IMPAC T 15.4ARIER SEE PET. 5 T. 7 J II AIN ' &AR• . @'Co 4 " ELev 8 - 7 ° SEE PET SHT#1 II-o 1 D: 7 2 Ape, so ' 1 -19 TI b` 0" Ia.-3 t 4 , A 5 T E. Fr. IC RECEIVED OITY OF TUKWILA 99 Mich: r.c! F 9 f $ F uppER- FL. 830 5, F 6 -C = 440 5. F totekr F. = &40 S. F PERMIT CENTEF, I z = DRAWN vr I Tr 5 - 2,?•, 94 secuf S. ET i p"774"1-W." -- " , 11514 4• BYPASS R15 T • BYPASS 5 a z i.. i $E. PiziX NI IOOr I l4 ° -v- ♦ 4Y- to. DfLOOM Be pg. cam UD ibl DX ._ SE( 3b.9.1.5 4:riHF2 SI - 4::s Hf2 2 RADIUS rIG1uRE 1x•Hf2 GAM.. d' ` I j V.o • 4�V /� Up'1e - RESIST/► ft..* TO CM' Ik e.v. s D, p1 1N 111L.Ef �_A A C�'f� rIp I L DePgooM DA 5 -23 -11 DRAWN W..IM. 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I' -O" HF2 !."4•x0 50 1' Ur'rEF FLOOD r , 1i -8" X 4 = m q- • x 1E00 C4 RECEIVED CITY OF TUKWILA 'f PERMIT CENTEF 11,1' 4" b1'PASS R45 4 '6YP '� S' Cs'fi* 4 *(p H ft 4 °4 °X0 !ix 1D DFl %o -ion 5 r -9 1 3 61- ?DUD 21 1 1_ =T Zig 4 I I /4 V- ei-Co Vt S .d ►i ..* p jrr 2.° US PIGTur-E 44H F2 2' ;4D' T LIS 16' . 1416 H follow -v I rY) 1 NOTE SEE SHEET 1.1 P. fOAO, 7 FOX SHEA L SC.H DOLE 4 FooF OPTION/ UPPED- ftDOP- rL /N I/4 p -p i 00 3 x i . 14ATER- FE515TANT &W6 TO it 70' AS DRAIN INLET PtP 14 - O " D 73 0 = 91 N v- .o zZ u, z R RECENED 8 �'a0 CmI OF TUKWILA ' p -' V , Y�r [ q ' 1 y WI .0 CI ti w : I tq StET PERMIT CENTER i ■� VI 124f, ' , SU (t - r • • r � CAM.' v) CCS co 0 PMN ibI 4 o91 DAJON\ CTh w„. • • ti , z I f:11 t41 _ "'fir •- 1: :;?T' 1 111,4e t r.,7 NO"•14 t olv t'AP44,i•t 4*/ F 1 .11;: , 11111111111:7" , FLOOR- :1 15' '3 ze" 4 T4-115 RoW ------ " o•-o . -4----- - 0" -11 '-c),' it '-o" 51-01' 5.cy. f 4 . - — — -- 4 - I 1 I 4. " 1-- —4— 2%13 ilr2 FLOOR JOI5 ,c)". 48' (.0t4C4 FTC., 4 AO PF2 t At • 4 .1. i; ktke4,14 14 /( . 1) VI: floo'S 40" 61.4•41‘ E.N1 1 • , - 6114 b — r-J0 E 1,44 r Exs - (Exce.pr "s rsolED) - POSTS 44 H (*Ias ft/km sPLiz, es) - FsEAms - 4x 1 Ex4EF'T WHOM r010 -F V E.SIrS I( P t 1"(IS RE.0 "17) -JOrs HA N RS SIMPSON , TueN Jo Is 4 I.aas oF eQuAl. GO.NT'L. V-0" '084-,Arrs FOR F/P -•- ( 1 FUN'.. 661 I /4 " NO" 50 - 4"604C; SLAb SLOPE:; Y TO DOORS FOR 171 T (2) 5TH f8 501.3 3 FOLINPATIOH P•LAN END A " 4 1 CONT. V" Fa 0 _ 14 sT t 8 A. EA V4 RECEIVED CITY OF TLIKINIA •j'I I 1999 - P‘irr CENTER 1 w ipt.,■N No. 11E511- IN&LE wzX,C1 C:>-e o.; J 3 L.: Lt Pro • DF I 'I6C4 4:„,-- wit II) Ito pet. lois set,c74.1 / UDOtiI tripR it i 1 1 II I illE=r.1 I 1 II,-. Y ..f,r sd-.'<. ri I III 201 • fr 11 h_ [ 1 ' litIF)' 1,i111 Illr (eing - ur FLUSH 11111 I I "Ill 11 44" cAt4 ev F- rafr.mc zx loss e NOTE . g-rAkf tityoc - SEE. SHEO.T NO&,,OF 1 FOR FLOOR. TIE. SCHEDULE %Taal' HA0OR5 suipsori 11)m OR QuAt, P FF FLAIL I/4 " 1 wit..evER. 501.10 13i3OLK-Ersle, @ es." NI& 2,4 t " CANTILEVER- "10 wail! 101 to' 2 10 H 2 F 01 6° 16, 2400 ft.& WS 3c... LA1..Y SUSAN 111111111111 jRE SPikGE. I 3," AL KIIGHEN Cieq*ETS y4 ek a Pr 2. Fr FIT SO' 24 .40 Lfra SUSAN 77 RECEIVED CITY OF TUKWILA PERMIT CENTE IMAM DATE 5-Z3-94- IPL.!N N9. I51 INGLEWOOD 1'1'0 ex•END w 14..4 LS TO 14"Lt.., MOVE. rug. vt tws rag g.so IN5uL vfr ET V4 1 w 1-ir FT rte SI • HP?. RAF e deo H mATCH 20.12. I . 4 PC*5..1...E.Y. °No' ROOF FR. MJN e 1/4.. I'-O" le; O. H Tr-U5s NOTES INSTALL f5gAce reg. rIANU r SPECS - FIELO tiOn fiCA WrTHctuT pE.sJc,r.J E..46INEEFzS APpgov.A.L- - EN& iN eg.1144, TO ACCO MPANY APPROVED pLAkis istio.H rs All I VEN IL,ATI N 1092 SQ FT c? II /300 'LB VENT et .0C,KS .06.54 s (.7 VENT 0 i• 125 S ttc 5.F. 7 - z 43 s.r nummemmism F---41.111111 IS" a. HS L.itie Or & GOP 14 IC,' L. V. inNI-Y- t": CAA. NAT E. -t ,txki p Of P" I \INT rt AcluAL VENT AREA:- 4.08 S C.V. C1141.1 RECEIVED CITY OF TUKWILA PERMIT CENTS: I n w ort,- • cr No L. c • 4 4 ? tat • , ct 1 JPICC I RV eo F 7 SPCErsi i 4 , 11-46LE.wooLl oh INA:1W. $....i it0011 siort ow n C. OR mot fi iiikav Aiwt•Olit rrie Lii. era &LIM 0400/14140 . 9 Ot 10 . . • OC AV 4 .1° . I 1 ■ or erne so. IMPLA r OC • AW . st 0 tO2 okt si _ , . _ _ _ _ ___ &le 4' Ot liI 11 I WWII slog aft 01 0.4" __,....' , - lia Wit § VCK Ok mlf'41 I 4 II 4 o Sr e 0 t * 4 * to r oc 011iOc am OpliT0 1 A. . *WV 1 i a 0#44, 04,604 SI VOW . r 6 C +IV 0 r 0 c • WO* arst ft J.4 at n* te or Ars LivttlX eame . Or 1 aik 1 1'1'0 ex•END w 14..4 LS TO 14"Lt.., MOVE. rug. vt tws rag g.so IN5uL vfr ET V4 1 w 1-ir FT rte SI • HP?. RAF e deo H mATCH 20.12. I . 4 PC*5..1...E.Y. °No' ROOF FR. MJN e 1/4.. I'-O" le; O. H Tr-U5s NOTES INSTALL f5gAce reg. rIANU r SPECS - FIELO tiOn fiCA WrTHctuT pE.sJc,r.J E..46INEEFzS APpgov.A.L- - EN& iN eg.1144, TO ACCO MPANY APPROVED pLAkis istio.H rs All I VEN IL,ATI N 1092 SQ FT c? II /300 'LB VENT et .0C,KS .06.54 s (.7 VENT 0 i• 125 S ttc 5.F. 7 - z 43 s.r nummemmism F---41.111111 IS" a. HS L.itie Or & GOP 14 IC,' L. V. inNI-Y- t": CAA. NAT E. -t ,txki p Of P" I \INT rt AcluAL VENT AREA:- 4.08 S C.V. C1141.1 RECEIVED CITY OF TUKWILA PERMIT CENTS: I n w ort,- • cr No L. c • 4 4 ? tat • , ct 1 JPICC I RV eo F 7 SPCErsi i 4 , 11-46LE.wooLl i - L` '.s io 51-4 �S 1 + r N+v K. tc � 5T!FO �G - f7REb�t.QGr< 'T 4 5 fl*itE IN Mme; OF Gut•1 bETI.JEE4' 511 4 46.1. 9M& RUN 56.T 1J E. EN S'TJ O5 - iLSF,P+6a.Ir SPA.: E 1pNPEIt STPiRS Tao bE I- HOUR. F'.eE CONS 7. Sib" 7,rPe. ' x "bale. TAPe -r7 4 FINISH E©, • .d60 '"` ' . 1. " D' 6 s Sti tiltr N 1) I I g,E1 u R.4.4 Eisi o 1.1.4*. t. s *" I� DETAIL 4" f -U g"v - PZ tz ,10 tsroC. t KIM I I go I i* e P a* 4 4, (I II Y. tof Otto Pik/MS T Co410 'Mt W 14r IMP FATCD II't'i L gym, 1 , 64 $114.s €,O4 . t r. rte' itolvA � . t. ,i T• t* . s+ C) aotaoviiis r, tp lira sue'' ) s - - -.-a '�}�► �. , H01 #t:ilato wrl- IlJI, 5 /b "41$46 V 54,x. 1oxia GI' I MIN. 5 /4 "C LEA.T5 POST/ e t vs ".._" z I • - 2x12 Ra►fTtR5 c 2 4 "..G D = 1 1.0% •1 I■ iT(Alba %Mr.I KOMI $/bf»t i l�II:If�R" 4 i' A►IR9r.►G C. INSULATION biAFFLE TD mANTAIN f AuRSPA GE VENT C31.x."4 NOMMIONICALC1101111111111131ON 2.2 x4 Tor PLATT (4b" MIN. La P) /7.Cs1.35 R -13 INSULATION 14 /VAPO R BARKIEft 88 "2,c 4 STUDS e I(, o c.. 2x4 D f'L 5 /5 "l&W I3 i 4 ;/4• o. s. S. r to4 "o.c. e.! l r I2 "ec ttt FIEL 'L x hQ HF2. c° I!v ".. , ..a1(172="2*441` '/2' 4, we, At Iar/► �wxlili w - wad a mill mime) ti 41_ CONT. "iz" DF #a 5/9' TYPE. t X' G l.J� 4:yeg GARA4E, RavRS (o�taN�►I. 'ye,. IO'fyGlb) To UNDERSIDE OF i ROY7 P TEA I i. L. �t NI IP GA RA & E /Nea oly P i ppt Dll UL�I t T4 Poof A 3/4 " "O5A' /Iod 4 . SLAB W /3" ofi`o.'.EA(iEs, 5LO PI: To FRONT 11."0.4.1t4 FIELD exTEJ4D TRUSS TA I I.S TO Lx 12. FAFTEP 5 :5Lorep apLesiii44, Ma TD )2P1,1 WiI.►D 3 I o i(0 + 2 "140.1.CrQ« --,t 2x 4 PT. MULL WITH t /2"x IO" 44Or- I OLT5 4 "0 - c..4 W,TH !N !Z FRDM ENDOF PLATE5 UNLESS NOTED oTHER"1-IISE SECTION 1/4 frld*NUFAGTU E IP STPMPEC, ROl7 F TRU5S E5 C 2 1 ". I E5 L. N 54LI© ®LOCI =I N& OvEiz 6Et►RINV(TTP.} 12 4• DowNspo r Da" r7a is TUk41 U'-'(. To owPacitiED �oenn ceikr.JA6E sYs - rt" A1/414D I3X0.2 cotiPosrrIoP4 OO ",6 OVER I54b PELT OVER / /u o.SE SHEATHING. N/adca44.c EDbES IZ'..c IN FIELD INSUL BAFFLE VENT 6LOC .IN& IDI-1& PER 15LO .'S. SPECS OVER- MIN- 74 SuILPII.i& PAPER_ 7 /I(_ "0.S.E. SH - rH INla it /sd 6'C,o "o -4. ED&ES, F IELD - TYP UNLESS NOTED OTHER tSE -1 /14.'0.S.$. SHEATH 11.16, "' /L3,d Coto "c z. E De.2 ES FiEt.p- TTP. um.E.SS NOT ex. OT H II.IISE. ^� - *4 6a 5 CO Iv F'ry 4I--$4 bikt. ,20NT Top - 44 o t.JA L L EC IVED #4 VE RTiCAL�at � �slI F�vS. To ;LEST Ohl ;„IN,i5T'R5ED S ?IL '1 1999 Nt,V MIN. SAID, BEARR! N6 VALUE. F PERMIT CENTER 'DRAWN DATE 5 -23-M ip 7 F I I SHEET PLAN tip i� LD GENERAL NOTES -1997 UBC i. Onramor anal salty all dimension in the field. Any variations from the drawings steal be brow* to the mention of the Designer or Engineer. 2 Magma shoring and brae's& of all structural members during construction shall be p ovidad Any pr'omed field changes to bare the prior approval of Engineer. FHA/SUNG NOTES FILL ham asitia& m be m =Mance welt t iBC Table No. 23-11-13- I. PR2 All wood =posed to Mather, Mitft 'POOL steed her Berle ' &dim tail' h•l . beams and posts 1bdl be pressure treated of wood with natural aenmmeteensy. FM Vales darns, Innings or porthei are more rhea 30 in. above grade, provide p nWs ant less them 3611 him R& All Mc epees with 30 a or mote vertical beisht shall be provided with an atoms opens 22. by 30 ia. 'the apesio& sllu l be located in a condor, hallway or other > meseor lre Imam aid have at kit 30-ii. headroom per UBC Sec. 1505.1. if as owing pea de page Via& the occupancy separation should be meimtsined with aserif-eking avow per UDC Sec. 302 VMS. AR * *mien y�� 36 � p� ��--�( �PS - rat s u* P rt es. 115 D5. Gt. Amides' anangsncy separation beams the residence and the prase with maids a'ppao+ed for 1 -loner breassimive camMmaioe on the garage side. Garages and mermen WA Enee nee above shall have 1-hour protection far both esilir end mown ambers G2. Doom fins onus the garage and maiden= shall be 13/8 M. solid oom wood door that is sc lkicsiag aid tigie- filing sad have a fire pateawn rating of not less pies 20 Mime Gi u atltitoa togs pownhouse cowmen welt, the walk and port mm. the snood Boar Amin shall have 541" type "le gypsum bond on the garage side of the mall. G!. Pees sspponies wooed floor form's t will reed "norm jacketing" per UDC Sec. 70123 somata the "fir resistive" medal As en alerwrtc, heavy -timber poets may be and wilhmm h hr. p &ewer (m site VW). STAIRWAYS SI. Usable space under waits shell have walls and sofas (ea the enclosed aide) protected as ao pined for i -hoar fie tastive comasticn S2. Stairways to have a mama rise of 8 is and a err sum nm of 9 in. bead room anio -s d6 keel inches, minium width of 36 ie Hendraik to have ends Mimed ad paced a areiimam 34 is wed a rmcmma dig ie. above tread noting The band stip pectin dds lnedrsi shall net be tens rhnl 1 t4 Mies not rode ohm pinches in amasaelhond eimeesioe one shape shell provide an eg eivalent gripping surface. The amelpi i MB have a smooth surface with se sheep maws. Hawked' pmjeetisg from a wall siadi have a space of am leas than 1 -14 inches between the wall and the handrail. ..amalittee rolls of the suirway guardrails slain be spored in that a 4-inch diameter sphere contest pus per UBC Sec. 5093_ Sfl� Op�t� ST�IrIRwA (S wH r�N Ake tiara Y gt,1 p` r AVOWS Sit BE PROTtGlE�V &Y 4 MIN s}( math &vARD R AtLa HEATING SYSTEMS il. hetier,a gn timmeratwe sheik be 70 F for hung and 78 F for cooling. WAC 51- 1I- 3022.1. 12. Provide het insulation when the ceiling slope is greater than 3:12 per WAC 51 -11- 502.1.4.5. 13. Provide whole home vamilmioa per UBC Sec. 302.2.2 aid 303.1.2. 'E+ E. All femme dud! be labeled and kited by an approved agency and installed per limed specification. 112. No warm air homes shall be installed is a clamor alcove less than 12 inches side that tae fear: or fmaseea installed therein with a minimum der working space not leis then 3 inches along the sidea bade, and top. H3. Applegate i m died in garages or she tiros where they wry be subjected to vehicular Mil be srotrbhr Eaatded against min damage by bang installed Wind poaciive WO= er by being elevated ix located on of the normal path of such vehicles - At* 6S A Pow. ,&'Brent fly HI. Beery facility belt chimney, Type L rem, Type B po vent or Type BW gas vat shell be iasssYed is aotodaaee with the tame dots listen and manufacturers eulrvuaio n. 1S. Femme air duets is the garner that pans tans' the living/garage common wall rhea he No. 26 gage sled or thrlaer. MIL Opamp wound its vents, duets, Pips, Mumeys and fireplaces at ceiling and Sara levels shell hen frebiocki g per UBC Sex 708.2.1(4). 137. Provide firels3n at 10 -600t imesvaa in the wad both horizontally and venially pef1113C Sec. 70111.1. 145. APP1rAlte5 Sd &hiDro Bf, fIvo 5!+ I�u OE 5041)0;4' f.451fafEVM6 304.4. rte. AFBCAL AND PLUMBING MM. Domestic loges sampan clothes dryer vents shall be dmetal and have smooth loonier serffecee.. EEste...i durds shall acimrm outside of the building B and be equipped with batik MIR Mime Length limitation (unless a6aewse permitted) domestic dryer e aniatare exinst dints slat not exceed a total combined horizontal mid vetiai length of 14 !'art including two 90 dopes elbows. Two feet shall be deed for each 90 ebowaexcesdiwoper UMC504.31 (HAgigi1>ATP MIN a ll (Pf 1 LT OPger/014 KIM Wat r cioaat compmnment minimum 30" wide with 2' char apace in from of stool. 6111. When eopeer.ca wallboard is used sea bar for tile err well penes for cob, shower or w e a r closet nom i . 1 a i t a t s wails, water t &Spam backing board snail be used. C c i h n g f r a m i n g tom be man l2 oc to sit water resistant gypsum board per UBC Sec 2512. MN. Water closets not to me more than 1.6 sabots per then per WAC 51-46,47 402.31.2. MPS. Soap the water heaters at points within the upper 1/3 and lower 1/3 of its sated dnmasion Lower points shell be minims 4" above oomros per UPC 510.5. 8105. Showerheads to have a amairnsa flow rate of 2.5 gpm per WAC 51 -46. 402.3.2.1 I- Provide ooa-rentorabie type backflow prevention device m all hose bibs per UPC 603.4.7. MP&. Pride lensing' comml valves of the psm+re balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. curl. R KA Y L . V N IL � 5 Y � � D N �Av 5 4r Sr WASHINGTON STATE RESIDENTIAL ENERGY CODE MISCELLANEOUS MI. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor cc area giving access to each segue sleeping area. When the d tat has snore than one glary or a basement, a detector shall on the upper level. except don wham the lower level coigns a sleeping area a detector shall be placed on each level. When sleeping rooms are located on the upper level a detector shall be placed at the ceiling of the upper level in dose proximity to the stairway. Where the ceiling height of a room opens to the hallway servetg the sleeping rooms exceeds that of the hallway by 24" or more: dMecim'shall be placed in the hallway and the adjacent room. Detectors shall sound an warm audible in all sleeping areas of the house per UBC 310.9.1.4. The required demote shall receive their power from the building wiring and be equipped with a battery bsekap per UBC 310.9.1.3. The detector shall emit a signal when the bautriea we low. M2- Provide minimum 36" finding at all maim doors per UBC Sec. 1003.3.1 6 and 1003.3.1.7. M3. All exit does shall be operable from the inside without a key cc special knowledge or oiliest (a tight lode dead bolt, or searty chain mooted at a height of 48" or lam above finish floor may be provided) per UDC Sec. 1003.3.1.8, exception #2. M4. Al skylights Anal be mounted m kart 4" above the pima of the roof per UBC See. 2409.4. The sloped gazing and frames provided should resist mow and wind loads per UBC Chapter 16 and Sac. 2409.5- K y .� rs 5 ha he, y 1 e rp r,ieal c IusS , P'15. POS1 A0014 014 0441.1'l6* 01-AlNty V15181 ROPt.s1P6i'f. M6. PROIIDE MG VR> 8AP- l R 9P1'Wt:EAI Lowe AND WOOD fAVoHet. 118C a306.4. PP-V(184101 StOJ ere v `AS eR -1 S�st`rve &N al eR UNDER FOUNDATION FOUNDATION NOTES Fl. Minimum 2 "x2 "x3/ 16" plate washer shall be used on each anchor bolt per UDC Sec. 1806.6.1(2).MIAitMUM Of a't otss& 0O03 PER &GfI'OPI Piq # PE u& It06.6 F2- Interior stud baring walls may be supported by isolated footings. The with length and depth ahal be 24 "x24" x6" for 1 -grey, 30 "x330 "x7" 2- e.,..�° and 36 "x36 "x8" for 3-stories. AU pies shall be paged 6 feet an center maximum. F3. Provide II" minimum trawl space under wood joists and 12" under wood girders or wood to be peen= treated pa UBC Sec. 2306.3. - FI. Provide muiimwn 18 "x24" txawlansce access. F5- Provide crawlspace catiiatiae of minimums 1 sq foot for every 150 square feet of under floorreaVfs?/'f ©peAfiub.5 (Altura 1✓/ `!m` 11051 PFSIS7AwT t t i f.SN. F6. Foumdstina walls enclosing a Mama* below grade to be damp proofed by approved methods rend materials. F7. AB footings and slabs shall bear on smdiunabed soil or fill competed to 95% Modified Proctor. . F8. Asmmad alcvfable soil baring pray se °o re F9. Slabs: Perimeter Mennoo installed on the eaua of the foundation wall shall Weed downward *era the top adze slab for a animism 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 en000dedoeed seem El®. Ground cover: Ground cover of 6 mil. Black polyethylene or apposed equal shall be laid over the grand within aawlapaoes. The ground cover shall be overlapped 12" min. at the joints and shall extend to the foul ..eel:: n wall. EXCEPTION: The Dover may be omitted in crawspeoes if the crawkpace has a c one ate slab floor with a meiolan thickets of Y3 ". 1F11. Duct comlreaxion: All honing thuds unconditioned shall be insulated to a minimum of R4. Al dhuctwork seem joint. both longitudinal and transverse shall be taped and seated. Non-recirculating hot and cold water pipes located outside of the conditioned apace shall be Mutated to R -3 minimise. F la, PIER. a4`Xa4" oR GREA PROVIDE (3*4 EAR EACH WAY Pi RS 3b"x 36 0 j 6- R EA ER PROVi (4) #4. 849 SAL H IJAY M( Stfirk.4 N OUS One hre occupancy separelan between garage' and residence In t Of81 00M occupancy separation between Grasp R, Division 3 and Group U Occupancies. the separation may be hen ted to the "vtrlotro(n at materials approved for ona-hou, ode- resistive construction on the garage side and a see - clean&. Rdtit Mting !mid wcxrd door s 3/$ inches n thickness. or a seatbarng, trght.feting caw havi ,ga 44e•pmleclion rr4b q of not kiss than 20 .erne `s F dampers need not be installed in air drrela passlwg through the emit. floor or c@Ikng sePanding a GOP R, Division 3 Occupancy frwn aGroup U Ocwpency..pruuiJed such ducts within are Group U Occupancy are constructed of steel havig a tlitkkrlesS not less than No 70 valvamzed sheet gage and have no apensnas info the Group 11 Occw icy t' connection n &144,1 pU4 4i& between posts awl r f nrr to ena.:re again5 utlift and lateral t4splacearle's UI3C Set:.. 2314 Provide wird blocking at as pint supports and Deanne partitions : UPC Sec 2320:8 1 Fun Weeks shah be proVeied is the concealed spaces of stub wags and parataxis. al the ce1Mg and flow levels end. at 10-foot mtrvelasosv recital and hariz,7nia( - - E.Xf i g p }r a . t1 l- 81 carr y,' IM1 A .0 T.o M wet STRUCTURAL NOTES CODES AND SPECIFICATIONS I . Uniform Building Code - 1997 Edition 2. ACi 318 -83 Bulking Code Requirements for Reinforced Concrete. 3. HILT' Fastening Technical Guide. 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2. Basic Wind Speed - 80 MPH. Exposure B 2. Seismic - per Uniform Building Code Zone 3, I= 1.0 3. Roof Load - DL 10 PSF LL 25 PSF 4. Floor Load - DL = 10 PSF LL - 40 PSF 5. Deck lard - DL a 10 PSF LL = 40 PSF 6. Soils - Assumed 1000 PSF Allowable Soil Bering - Assumed 30 PCF Equivalart Fluid Procure for Reaiions Wall Doi 7. Concrete - 2500 PSI (a7 28 days - Grade 40 reinforcement - Miniamm 3" cover for all reinforce/nent except as noted at retaining walls or other details 8. Motto - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows Mess noted otherwise on pan Glu -lam bests 24F -V4 F1v 2400 psi I Ye" Micro-lams E" 1800 ksi Fb -2600 pi 2 1 U16" Prallrus E -2100 ksi Fbr.3100 psi 3 Y2, 5 Y & 7" Paralle s E =2000 ksi Fb=2900 psi ATTC Certificates for the glu -lam besens to be provided to the building department 2. When header interrupts top plate, header shall have strap connectors to the top plate each aid. Use 2 - Simpson MSTA24 connectors. UNO. 3. All shear wall sheathing nails and anchors shall be as dttailcd on the drawings and as noted in the sheer wall schedule. Al exterior walls shall be considered stew walls. Use 7/16" min. APA Rated Sheathing - blocked - with - minimum nailing 8d common tint 6" oc, UNO. 8d common nails shall be 0.131" Ox 2 V." minimum. 4 Floor and roof diaphragm nailing shall be 8d common 6'oc at all supported panel edges and 8d td 12 "oc at intermediate supports. 1 hint to all or Oda. toenai 2. Iki,araar a )nic. toenail each end J. 1' x r: 125 mm x 152 non) sobfhoa «leas to each per, raw nail 4 Wider than I' x 6 (25 arum 152 arm) saddzxv m each joist. lace ms 5. 2 151 met sabfrmn to pia or girder, mid and race mil 6. sole plate ay. or bke tsp. raw mil Sok plate to joint or blo tong. r breed wan panels 7. Tbp pbue to and. end nail 8. Send m sok pkte 9. Onohlt tux.., law trail I0. Ontehied top da,ea typical raw ma Doable Mp Wages. hp edits 11. Black:' between joists or ra.s to nap date m o nd 12. Ram joont m um dale. wermil 13. Tap chat lap' and Imassectona. law mil 14. Csw bead,,. tsar Maas 15 Ced'pw+ h.phe. mensal 16. (mein... head. to Wud toenail 17 Ceiling, janim, laps over parbeims, law and Is. Ceiling joins m pr.ikl rebels. tae sail 19. Rafter to date. toenail ?0. r(23 moll brain m esh.ud and 0...1x4 nail 21. 1' x 8' 125 nun x 2117 mm) sheathing « lee to each bean'. (ace mil 22 Wider than 1' x h (25 mm x 2nl mat) sheaths' to each hearing, face nail 23, BMA, corner sta. 24. eailt-.p girder mad hem. 25. 2" (51 mm) p6,ak. 26. Wend slruclMl pemh and paeickhrrN. • 5vhdr r and 0411 sheathing ro hawing): n ! +' (12.7 mm) endless ado, (15 mm -19 con) 122 mm.25 comp 0/a r Pr mm-32 wen) Combination. kex.underlaymmr Ins friar.) (19 mon) ed lean 'is (221. 23 want) (29 am -32 renal 27 Panel Mktg (m framing,' i t, (127 ram) ce leas 116 mm) TABLE 23116- 1- NAUJNG SCHEDULE man. 1 iNd 1M) M 24 (6111 mml n NN et 32 (813 mml o at cop and Mxmm and staggered 2•zoo at ends and at earl, notice IM1 at each beam, s -Net Net' IOW or Net` eel` Ms 111t0 wr ad` (d• Net^ 28. Fiednurd deatht r' Net '7i I l get a 1127 m•1 � No I6ga 1 `t. +• (?11 mm) - No I I gal: No I6 ter° 39. tmenox pooch, (64 met 4d10 mml ,' Kerns m or bon nits me be read URN where otherwise Waled. /Nail spaced at fi iacfees (152 mml rm wna, at edges 12 i,, h,, (101 .".""t imera ', sup cocc �m-hr. 11 marl a all a tere spans an 4N i «hcs (12 ttl mml m man F« mill' of toned Wra44ure pail and park6aerd dlapenagms a U',' walla nl < 5 ! r m S 2115. t i amhI 2si 5 a earls f wan sheaths' may le ,ommo,n, hen w cuing. 'Common def ormed Wed,. `Wormed skunk. 'time orearemam ailing or ca' mils conforming W the tequitenaems as.... 2316 .i 7, 4,44,44, i 4. (76 mml mils or e. (,,.i ad, neakrior edges end 6Meea m weer al interned e ',.h 112 aCk raafivg eu with mm) head a (i l M 1 (132 tr,incli 7m l7 -rah 112.7 mml sAeWhing sad 1 s , a-irch 114 non keglh r« con ehenkep y wekwasi�e b t he,ewirermms of See,i,m 28 305 ml length ) !Cr, m7997at Wapba w(le 199.80 7: ill LB mom net 14 inch (29 ram) tan. r«'I,. 012 7 mml 4herching and I lr�mch (Mr met length f wpm et 16 inches 40 6 olSa g m,he nq a t if to s en hoods :3 lopsael a'rPi°' a I6 (ache 0406 Waal X1 indtra (5118 mat sf Wors uai. urn tJr dims. of genet. antes whewia ,auke,r. Cat' or fswfin. le spa . 6 inches (152 „en) s d} . l2 fns ( 'a•?5 m) n knermeA'm rpp«rs. "psi sapper' N 24 Mhos (610 sa). C+sags'fkswA milsep,sd 6 hetes(122 mlent caret edges. 12 inches (305 mm) at Mem.. mpI'" UIaFOMtatrReetaMee Theme bana sseesas sbomb.ow: TAM ta$43a - aroo0 STWJCTU IIL PANEL ROOF Siasrrmlm SWUNG setoe01xE Apples one woes roe bored w1 .356.00704,r1Fromm roof Mph. ams (0.atm).Bealaa Fee a:16a . 30f.a ea • 'Edo spacing rim ma. urea sad heads. 7 gable -me woos see awl sec nkrib..a(md alsoa adseSe a perm am 246. (7600 coal 11 � 11 ,i i1'Sh' nJ - cv�I " - D°*D ;., G t _r -i - T - i .'-- '-�t' I r s -•i I. - -+� 4 z 411 -.I 1.- 1 1 (a.CC I IT FT. ( 0011361iNG7 I ( t ROOF FASTENING RORER CITY RECEIVED TUKWiLA KO/ 1 9 1999 r -EFtfM i CCNTER t Wee 1 ( . anowerrewiret tm6gm9a ratM } laaaraca err ands ►aw .af@ (144 iC6zQSSO F.ia.eval 6 • 4s. _ .. ! Gnaw loos} {sad add 6 a a Gaea'MaBwap1!attM Names rim dad 6 • 4 •gym %.M(1 /5 We) Frslfrets 12 d E to 61rhiderkeelef revs a4 fiere 6 t 6 • - Fade. 12 13 12 GENERAL NOTES -1997 UBC i. Onramor anal salty all dimension in the field. Any variations from the drawings steal be brow* to the mention of the Designer or Engineer. 2 Magma shoring and brae's& of all structural members during construction shall be p ovidad Any pr'omed field changes to bare the prior approval of Engineer. FHA/SUNG NOTES FILL ham asitia& m be m =Mance welt t iBC Table No. 23-11-13- I. PR2 All wood =posed to Mather, Mitft 'POOL steed her Berle ' &dim tail' h•l . beams and posts 1bdl be pressure treated of wood with natural aenmmeteensy. FM Vales darns, Innings or porthei are more rhea 30 in. above grade, provide p nWs ant less them 3611 him R& All Mc epees with 30 a or mote vertical beisht shall be provided with an atoms opens 22. by 30 ia. 'the apesio& sllu l be located in a condor, hallway or other > meseor lre Imam aid have at kit 30-ii. headroom per UBC Sec. 1505.1. if as owing pea de page Via& the occupancy separation should be meimtsined with aserif-eking avow per UDC Sec. 302 VMS. AR * *mien y�� 36 � p� ��--�( �PS - rat s u* P rt es. 115 D5. Gt. Amides' anangsncy separation beams the residence and the prase with maids a'ppao+ed for 1 -loner breassimive camMmaioe on the garage side. Garages and mermen WA Enee nee above shall have 1-hour protection far both esilir end mown ambers G2. Doom fins onus the garage and maiden= shall be 13/8 M. solid oom wood door that is sc lkicsiag aid tigie- filing sad have a fire pateawn rating of not less pies 20 Mime Gi u atltitoa togs pownhouse cowmen welt, the walk and port mm. the snood Boar Amin shall have 541" type "le gypsum bond on the garage side of the mall. G!. Pees sspponies wooed floor form's t will reed "norm jacketing" per UDC Sec. 70123 somata the "fir resistive" medal As en alerwrtc, heavy -timber poets may be and wilhmm h hr. p &ewer (m site VW). STAIRWAYS SI. Usable space under waits shell have walls and sofas (ea the enclosed aide) protected as ao pined for i -hoar fie tastive comasticn S2. Stairways to have a mama rise of 8 is and a err sum nm of 9 in. bead room anio -s d6 keel inches, minium width of 36 ie Hendraik to have ends Mimed ad paced a areiimam 34 is wed a rmcmma dig ie. above tread noting The band stip pectin dds lnedrsi shall net be tens rhnl 1 t4 Mies not rode ohm pinches in amasaelhond eimeesioe one shape shell provide an eg eivalent gripping surface. The amelpi i MB have a smooth surface with se sheep maws. Hawked' pmjeetisg from a wall siadi have a space of am leas than 1 -14 inches between the wall and the handrail. ..amalittee rolls of the suirway guardrails slain be spored in that a 4-inch diameter sphere contest pus per UBC Sec. 5093_ Sfl� Op�t� ST�IrIRwA (S wH r�N Ake tiara Y gt,1 p` r AVOWS Sit BE PROTtGlE�V &Y 4 MIN s}( math &vARD R AtLa HEATING SYSTEMS il. hetier,a gn timmeratwe sheik be 70 F for hung and 78 F for cooling. WAC 51- 1I- 3022.1. 12. Provide het insulation when the ceiling slope is greater than 3:12 per WAC 51 -11- 502.1.4.5. 13. Provide whole home vamilmioa per UBC Sec. 302.2.2 aid 303.1.2. 'E+ E. All femme dud! be labeled and kited by an approved agency and installed per limed specification. 112. No warm air homes shall be installed is a clamor alcove less than 12 inches side that tae fear: or fmaseea installed therein with a minimum der working space not leis then 3 inches along the sidea bade, and top. H3. Applegate i m died in garages or she tiros where they wry be subjected to vehicular Mil be srotrbhr Eaatded against min damage by bang installed Wind poaciive WO= er by being elevated ix located on of the normal path of such vehicles - At* 6S A Pow. ,&'Brent fly HI. Beery facility belt chimney, Type L rem, Type B po vent or Type BW gas vat shell be iasssYed is aotodaaee with the tame dots listen and manufacturers eulrvuaio n. 1S. Femme air duets is the garner that pans tans' the living/garage common wall rhea he No. 26 gage sled or thrlaer. MIL Opamp wound its vents, duets, Pips, Mumeys and fireplaces at ceiling and Sara levels shell hen frebiocki g per UBC Sex 708.2.1(4). 137. Provide firels3n at 10 -600t imesvaa in the wad both horizontally and venially pef1113C Sec. 70111.1. 145. APP1rAlte5 Sd &hiDro Bf, fIvo 5!+ I�u OE 5041)0;4' f.451fafEVM6 304.4. rte. AFBCAL AND PLUMBING MM. Domestic loges sampan clothes dryer vents shall be dmetal and have smooth loonier serffecee.. EEste...i durds shall acimrm outside of the building B and be equipped with batik MIR Mime Length limitation (unless a6aewse permitted) domestic dryer e aniatare exinst dints slat not exceed a total combined horizontal mid vetiai length of 14 !'art including two 90 dopes elbows. Two feet shall be deed for each 90 ebowaexcesdiwoper UMC504.31 (HAgigi1>ATP MIN a ll (Pf 1 LT OPger/014 KIM Wat r cioaat compmnment minimum 30" wide with 2' char apace in from of stool. 6111. When eopeer.ca wallboard is used sea bar for tile err well penes for cob, shower or w e a r closet nom i . 1 a i t a t s wails, water t &Spam backing board snail be used. C c i h n g f r a m i n g tom be man l2 oc to sit water resistant gypsum board per UBC Sec 2512. MN. Water closets not to me more than 1.6 sabots per then per WAC 51-46,47 402.31.2. MPS. Soap the water heaters at points within the upper 1/3 and lower 1/3 of its sated dnmasion Lower points shell be minims 4" above oomros per UPC 510.5. 8105. Showerheads to have a amairnsa flow rate of 2.5 gpm per WAC 51 -46. 402.3.2.1 I- Provide ooa-rentorabie type backflow prevention device m all hose bibs per UPC 603.4.7. MP&. Pride lensing' comml valves of the psm+re balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. curl. R KA Y L . V N IL � 5 Y � � D N �Av 5 4r Sr WASHINGTON STATE RESIDENTIAL ENERGY CODE MISCELLANEOUS MI. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor cc area giving access to each segue sleeping area. When the d tat has snore than one glary or a basement, a detector shall on the upper level. except don wham the lower level coigns a sleeping area a detector shall be placed on each level. When sleeping rooms are located on the upper level a detector shall be placed at the ceiling of the upper level in dose proximity to the stairway. Where the ceiling height of a room opens to the hallway servetg the sleeping rooms exceeds that of the hallway by 24" or more: dMecim'shall be placed in the hallway and the adjacent room. Detectors shall sound an warm audible in all sleeping areas of the house per UBC 310.9.1.4. The required demote shall receive their power from the building wiring and be equipped with a battery bsekap per UBC 310.9.1.3. The detector shall emit a signal when the bautriea we low. M2- Provide minimum 36" finding at all maim doors per UBC Sec. 1003.3.1 6 and 1003.3.1.7. M3. All exit does shall be operable from the inside without a key cc special knowledge or oiliest (a tight lode dead bolt, or searty chain mooted at a height of 48" or lam above finish floor may be provided) per UDC Sec. 1003.3.1.8, exception #2. M4. Al skylights Anal be mounted m kart 4" above the pima of the roof per UBC See. 2409.4. The sloped gazing and frames provided should resist mow and wind loads per UBC Chapter 16 and Sac. 2409.5- K y .� rs 5 ha he, y 1 e rp r,ieal c IusS , P'15. POS1 A0014 014 0441.1'l6* 01-AlNty V15181 ROPt.s1P6i'f. M6. PROIIDE MG VR> 8AP- l R 9P1'Wt:EAI Lowe AND WOOD fAVoHet. 118C a306.4. PP-V(184101 StOJ ere v `AS eR -1 S�st`rve &N al eR UNDER FOUNDATION FOUNDATION NOTES Fl. Minimum 2 "x2 "x3/ 16" plate washer shall be used on each anchor bolt per UDC Sec. 1806.6.1(2).MIAitMUM Of a't otss& 0O03 PER &GfI'OPI Piq # PE u& It06.6 F2- Interior stud baring walls may be supported by isolated footings. The with length and depth ahal be 24 "x24" x6" for 1 -grey, 30 "x330 "x7" 2- e.,..�° and 36 "x36 "x8" for 3-stories. AU pies shall be paged 6 feet an center maximum. F3. Provide II" minimum trawl space under wood joists and 12" under wood girders or wood to be peen= treated pa UBC Sec. 2306.3. - FI. Provide muiimwn 18 "x24" txawlansce access. F5- Provide crawlspace catiiatiae of minimums 1 sq foot for every 150 square feet of under floorreaVfs?/'f ©peAfiub.5 (Altura 1✓/ `!m` 11051 PFSIS7AwT t t i f.SN. F6. Foumdstina walls enclosing a Mama* below grade to be damp proofed by approved methods rend materials. F7. AB footings and slabs shall bear on smdiunabed soil or fill competed to 95% Modified Proctor. . F8. Asmmad alcvfable soil baring pray se °o re F9. Slabs: Perimeter Mennoo installed on the eaua of the foundation wall shall Weed downward *era the top adze slab for a animism 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 en000dedoeed seem El®. Ground cover: Ground cover of 6 mil. Black polyethylene or apposed equal shall be laid over the grand within aawlapaoes. The ground cover shall be overlapped 12" min. at the joints and shall extend to the foul ..eel:: n wall. EXCEPTION: The Dover may be omitted in crawspeoes if the crawkpace has a c one ate slab floor with a meiolan thickets of Y3 ". 1F11. Duct comlreaxion: All honing thuds unconditioned shall be insulated to a minimum of R4. Al dhuctwork seem joint. both longitudinal and transverse shall be taped and seated. Non-recirculating hot and cold water pipes located outside of the conditioned apace shall be Mutated to R -3 minimise. F la, PIER. a4`Xa4" oR GREA PROVIDE (3*4 EAR EACH WAY Pi RS 3b"x 36 0 j 6- R EA ER PROVi (4) #4. 849 SAL H IJAY M( Stfirk.4 N OUS One hre occupancy separelan between garage' and residence In t Of81 00M occupancy separation between Grasp R, Division 3 and Group U Occupancies. the separation may be hen ted to the "vtrlotro(n at materials approved for ona-hou, ode- resistive construction on the garage side and a see - clean&. Rdtit Mting !mid wcxrd door s 3/$ inches n thickness. or a seatbarng, trght.feting caw havi ,ga 44e•pmleclion rr4b q of not kiss than 20 .erne `s F dampers need not be installed in air drrela passlwg through the emit. floor or c@Ikng sePanding a GOP R, Division 3 Occupancy frwn aGroup U Ocwpency..pruuiJed such ducts within are Group U Occupancy are constructed of steel havig a tlitkkrlesS not less than No 70 valvamzed sheet gage and have no apensnas info the Group 11 Occw icy t' connection n &144,1 pU4 4i& between posts awl r f nrr to ena.:re again5 utlift and lateral t4splacearle's UI3C Set:.. 2314 Provide wird blocking at as pint supports and Deanne partitions : UPC Sec 2320:8 1 Fun Weeks shah be proVeied is the concealed spaces of stub wags and parataxis. al the ce1Mg and flow levels end. at 10-foot mtrvelasosv recital and hariz,7nia( - - E.Xf i g p }r a . t1 l- 81 carr y,' IM1 A .0 T.o M wet STRUCTURAL NOTES CODES AND SPECIFICATIONS I . Uniform Building Code - 1997 Edition 2. ACi 318 -83 Bulking Code Requirements for Reinforced Concrete. 3. HILT' Fastening Technical Guide. 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2. Basic Wind Speed - 80 MPH. Exposure B 2. Seismic - per Uniform Building Code Zone 3, I= 1.0 3. Roof Load - DL 10 PSF LL 25 PSF 4. Floor Load - DL = 10 PSF LL - 40 PSF 5. Deck lard - DL a 10 PSF LL = 40 PSF 6. Soils - Assumed 1000 PSF Allowable Soil Bering - Assumed 30 PCF Equivalart Fluid Procure for Reaiions Wall Doi 7. Concrete - 2500 PSI (a7 28 days - Grade 40 reinforcement - Miniamm 3" cover for all reinforce/nent except as noted at retaining walls or other details 8. Motto - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows Mess noted otherwise on pan Glu -lam bests 24F -V4 F1v 2400 psi I Ye" Micro-lams E" 1800 ksi Fb -2600 pi 2 1 U16" Prallrus E -2100 ksi Fbr.3100 psi 3 Y2, 5 Y & 7" Paralle s E =2000 ksi Fb=2900 psi ATTC Certificates for the glu -lam besens to be provided to the building department 2. When header interrupts top plate, header shall have strap connectors to the top plate each aid. Use 2 - Simpson MSTA24 connectors. UNO. 3. All shear wall sheathing nails and anchors shall be as dttailcd on the drawings and as noted in the sheer wall schedule. Al exterior walls shall be considered stew walls. Use 7/16" min. APA Rated Sheathing - blocked - with - minimum nailing 8d common tint 6" oc, UNO. 8d common nails shall be 0.131" Ox 2 V." minimum. 4 Floor and roof diaphragm nailing shall be 8d common 6'oc at all supported panel edges and 8d td 12 "oc at intermediate supports. 1 hint to all or Oda. toenai 2. Iki,araar a )nic. toenail each end J. 1' x r: 125 mm x 152 non) sobfhoa «leas to each per, raw nail 4 Wider than I' x 6 (25 arum 152 arm) saddzxv m each joist. lace ms 5. 2 151 met sabfrmn to pia or girder, mid and race mil 6. sole plate ay. or bke tsp. raw mil Sok plate to joint or blo tong. r breed wan panels 7. Tbp pbue to and. end nail 8. Send m sok pkte 9. Onohlt tux.., law trail I0. Ontehied top da,ea typical raw ma Doable Mp Wages. hp edits 11. Black:' between joists or ra.s to nap date m o nd 12. Ram joont m um dale. wermil 13. Tap chat lap' and Imassectona. law mil 14. Csw bead,,. tsar Maas 15 Ced'pw+ h.phe. mensal 16. (mein... head. to Wud toenail 17 Ceiling, janim, laps over parbeims, law and Is. Ceiling joins m pr.ikl rebels. tae sail 19. Rafter to date. toenail ?0. r(23 moll brain m esh.ud and 0...1x4 nail 21. 1' x 8' 125 nun x 2117 mm) sheathing « lee to each bean'. (ace mil 22 Wider than 1' x h (25 mm x 2nl mat) sheaths' to each hearing, face nail 23, BMA, corner sta. 24. eailt-.p girder mad hem. 25. 2" (51 mm) p6,ak. 26. Wend slruclMl pemh and paeickhrrN. • 5vhdr r and 0411 sheathing ro hawing): n ! +' (12.7 mm) endless ado, (15 mm -19 con) 122 mm.25 comp 0/a r Pr mm-32 wen) Combination. kex.underlaymmr Ins friar.) (19 mon) ed lean 'is (221. 23 want) (29 am -32 renal 27 Panel Mktg (m framing,' i t, (127 ram) ce leas 116 mm) TABLE 23116- 1- NAUJNG SCHEDULE man. 1 iNd 1M) M 24 (6111 mml n NN et 32 (813 mml o at cop and Mxmm and staggered 2•zoo at ends and at earl, notice IM1 at each beam, s -Net Net' IOW or Net` eel` Ms 111t0 wr ad` (d• Net^ 28. Fiednurd deatht r' Net '7i I l get a 1127 m•1 � No I6ga 1 `t. +• (?11 mm) - No I I gal: No I6 ter° 39. tmenox pooch, (64 met 4d10 mml ,' Kerns m or bon nits me be read URN where otherwise Waled. /Nail spaced at fi iacfees (152 mml rm wna, at edges 12 i,, h,, (101 .".""t imera ', sup cocc �m-hr. 11 marl a all a tere spans an 4N i «hcs (12 ttl mml m man F« mill' of toned Wra44ure pail and park6aerd dlapenagms a U',' walla nl < 5 ! r m S 2115. t i amhI 2si 5 a earls f wan sheaths' may le ,ommo,n, hen w cuing. 'Common def ormed Wed,. `Wormed skunk. 'time orearemam ailing or ca' mils conforming W the tequitenaems as.... 2316 .i 7, 4,44,44, i 4. (76 mml mils or e. (,,.i ad, neakrior edges end 6Meea m weer al interned e ',.h 112 aCk raafivg eu with mm) head a (i l M 1 (132 tr,incli 7m l7 -rah 112.7 mml sAeWhing sad 1 s , a-irch 114 non keglh r« con ehenkep y wekwasi�e b t he,ewirermms of See,i,m 28 305 ml length ) !Cr, m7997at Wapba w(le 199.80 7: ill LB mom net 14 inch (29 ram) tan. r«'I,. 012 7 mml 4herching and I lr�mch (Mr met length f wpm et 16 inches 40 6 olSa g m,he nq a t if to s en hoods :3 lopsael a'rPi°' a I6 (ache 0406 Waal X1 indtra (5118 mat sf Wors uai. urn tJr dims. of genet. antes whewia ,auke,r. Cat' or fswfin. le spa . 6 inches (152 „en) s d} . l2 fns ( 'a•?5 m) n knermeA'm rpp«rs. "psi sapper' N 24 Mhos (610 sa). C+sags'fkswA milsep,sd 6 hetes(122 mlent caret edges. 12 inches (305 mm) at Mem.. mpI'" UIaFOMtatrReetaMee Theme bana sseesas sbomb.ow: TAM ta$43a - aroo0 STWJCTU IIL PANEL ROOF Siasrrmlm SWUNG setoe01xE Apples one woes roe bored w1 .356.00704,r1Fromm roof Mph. ams (0.atm).Bealaa Fee a:16a . 30f.a ea • 'Edo spacing rim ma. urea sad heads. 7 gable -me woos see awl sec nkrib..a(md alsoa adseSe a perm am 246. (7600 coal 11 � 11 ,i i1'Sh' nJ - cv�I " - D°*D ;., G t _r -i - T - i .'-- '-�t' I r s -•i I. - -+� 4 z 411 -.I 1.- 1 1 (a.CC I IT FT. ( 0011361iNG7 I ( t ROOF FASTENING RORER CITY RECEIVED TUKWiLA KO/ 1 9 1999 r -EFtfM i CCNTER Sw * SON STRAP PER PLAN. SLOT PLYWOOD I BEND STRAP • J5T OR eLKG. BOTTOM PL NAILING PER SW SCHEDULE TYPICAL S1-IEARWAL L DETAIL LIME WALL DOES NOT OCCUR BELOW 77 -51-EATWING PER PLAN I SHi=ARUUJALL SCHEDULE. s - IF JOISTS ARE P'ERPENDICUL AR TO SHEARWALL. PROVIDE 2 -2x BL.00KiNGG BTWN JOISTS FOR FULL LENGTH OF SW �- IF JOISTS ARE PARAU.6L • • TO 51-IEARWALL. PROVIDE DBL JOIST UNDER SW BOTTOM PL NAILING PER SW SCHEDULE SHEAT` SW SCHEME.' 2x STUDS EDGE NAILING • BOT. PL. RIM JOIST 4 TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. #k neAR 18 a...edar : How. . *4 R RBiAR ,. U O.G. 1✓.4T : soo PSi LOW! 1 5''2 SACK (= k ROAR Coe. . lautVg \ c D LIP1oA? I 1 UNIIi fuRi3�0 '' tct.4. o.J PT C IN NAILG PERER SW SW SCHEDULE GWB PER PLAN TYPICAL SNEARWALL DETAIL • W; WALL 5ELOW PE R NAILING P N PER 5v: SC�+EDULE 51.4E4Tw..G PER PLAN 5•� SCHEDULE ax4 N ILEF. ArrAC L2 .,11 1.i6J INTO Ev6gY 5TUP 2x 5'.:DS EDG `� -LNG • RC °- RM 111 =IIh IIN 2 -2x STUDS SIMPSON I..IOLDDOUN. FILL ALL NAILI4OLES W/ 16d NAILS. EDGE NAILING • SOT. PL SIMPSON FRAMING- SILL PL. ANCHOR PER SW SCHEDULE. FOOTING DIMENSIONS OTHER FON. SECTIONS f,A 1 Fi AMP TYPICAL SNEARWALL DETAIL FOUNDATION WALL USE TOP PL NAILING PER SW SCHEDULE G'WEI PER PLAN TO WALL G ONNECi POIN ANCHOR BOLTS PER 5HEAR WALL SCHEDULE FACE OF Z CONCRETE '�• _ • CORNER 1'I 1/2` - MN EDGE NAILING PER SW -SCHEDULE. SHEATHING PER -' PLAN 4 SW SCHEDULE. SIMPSON HOLDDOU:N FILL ALL NAILHOLES WI 16d NAILS. EDGE NAILING • BOT. PL SILL PL FOOTING DIMENSIONS OTIaER FDN. SECTIONS TYPICAL 5I- IEA'2WALL DETAIL 6 FOUNDATION WALL SIMPSON FRAMING ANCHOR PER 5W SCHEDULE TYPICAL INTERIOR S1-1EARWALL DETAIL 1;;/ NV') c, =-1P II I ABOvE is RECEIVED CITY OF TUKWILA toy PEr ►M1 ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE • CORNER In"- MN.