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HomeMy WebLinkAboutPermit D99-0018 - Dreamcraft Homes - Lot 24 - New Single Family Residence City of Tukwila Parcel No: 334740 -1301 Address: 12005 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: MJFHOI *092DA Permit Center Authorized Signature: DEVELOPMENT•PERMIT .0 South: .0 East: Sewer: TUKWILA Slopes: N Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Streams: (206) 431 -3670 D99 -0018 ISSUED 09/03/1999 03/01/2000 DWELLING 1997 N/A .0 DREAMCRAFT HOMES 12005 46. AV S, TUKWILA WA 98188 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 VICKIE MARTIN 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1,814 SO FT SINGLE FAMILY RESIDENCE WITH A 660 SO FT ATTACHED GARAGE. PUBLIC WORKS UTILITIES INCLUDE: WATER CONNECTION F EE; SEWER CONNECTION FEE; 3/4" PERM WATER METER; C URB CUT /ACCESS /SIDEWALK; STORM DRAINAGE; SANITARY SIDE SEWER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 166,780.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: 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: $ 2,443.27 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 Date: oci5. 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:__ __ g-gfr Print Name:____ 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. Date: ct. 113_1ca F'er'`n) i t rlt2 D99 ?i11 Ct Act'11e 'Ui . } 4. k F: k' 4' k.'* 4 kFF,' F. Mk' k 4' 4F' 4 kr4k, F4' k .4.*4444'k4'kk'4'k Alt 4.'Fk A:dtii'eas "' Su.i.i: e'• r e n n r 4" k, 44l QA44k '4,4Iv4*44.44.k'4FF4kk'4.'rh 1 -.er r))Ii. ii.tions ] . tb chi nye wit 1 be made "` to the plans unl.e:.s..aopi'ove0 Engrreer and. the l:ufwi la Bu,t I,tlt;ng Gi;v -, P 1trmbing `oer•mi t . ._'ha 1 1 he obta.ined :.through the eatt Ie..- lw:ing ,County l:repar tment 'ot` P b I is Health. P l:umb ina wi.i:l "he ,,.iri,pected; that. aoencv Inclutii0 all gas piping .(29 + - 4 ) E 1 ec:tr I cal i e,r t t s5 .ha I I be ob a i ne'd1 thr ought ' tl a Wa State Ui vi i on of Labe'r~ anti,, Indu tr,ies and a,l i electrical ` :wor,k .rail 1 be <i ns pected ;by-'that. agency t 2463.6630 i 'All. Me .ri i cal : work shall b.e kunder•: separate, Der m ft the Cftvof of Tukwi fa,;,.. 11 a'`er�thi ts.' ini- .�?,e,c r coatis: and approved 'plan`-. 'Isha I I I available at...the' l;oti si:`Ce or star' ,ta the start of con- struct ion These 'documents' ;are :: to be :t)iainta inedanu 'ava able initi i rinal inspe;c,tion. approval. is granted. ,I nvfre:Oos;ed tnsu la,t ions bac('ino mat'erja ;shall have a4 :tr.tao.: Rat inq' of t› ors :•l e,ss, and ttrater a l )shall bear i i f .showing 'the i i`r a : et felt marce r'at :n g ni'te'r "ecer A I,i _construction to be,:•- ' done.'. In conformance with approve+ r fans ano;FreiluIr-.enien�cs ;ot , ~hie Uniforii :Bul Iti ng ~',ode; x.1997 Edi as amended Ur,ifor , 11echan' ca I Code (1997 Edition) and Washingt n State' Ener g'v Code f 19 Edit. ion) . ;Val idity ;o f. Per mIt The issuance of a Permit or aP'prova i' o .p la.ns., speOf i.cati,on_., and comput<t'ions. shall . not. be 'con strue;Cl to' a ; per:m•it for, or an, appr.ov%ai of °. any vt o1 .afv o1 ;:,:tne provisions of the ;,hu:i idina .code: ors of any, °other'.'ordinance Of the .iur-is " I1io permit presurnina t give authc+rity to violate or cancel the urovi ions of this :code shall be iii 9 Notify th'e,City 0.f: Tukwila Building frfvisiOn or'ior,to placing anv,concrete. fhi_:': procedure''is in addition. :.to'any 'reuiliremerit ; ' tor special inspect ton.,..: I) ;There shall O no occupanc.0 o : the. hui Idingts) until ' the final inspection has been ao)i►pl'eted:bv: the TulwiIa'Bulidinq. :Inspector.. t7. >,nchc ing -AlI new, tonstruc.t. sub:.tantial imur'o`Jement. • shall .h ancho'r'ed to p revent ; t,1:utat,,i"on,' col lapse, or Jaceral 'movement: of the structure, 12. PUBLIC WORKS Contractor shalt notify .Public Works Utility Insoector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. 1 3'. Temporary .erosion contr•o l measures shall be implemented as the first order of business to prevent sedimentation off-' site or into existing storm drainage facilities 14. All conditions associated with BLA L96 -0077 shall apply to this permit. it:;. The site shall have permanent erosion control measpves in place as soon as pass ij ' e after f i n a l ,grading has' en completed anti prior rc....he F irta I Inspection. s: 1 :aeo.i Att'iaritln tt]eAtiin Tit ht? t`:4rrIt!..i our in arse!orciane:o wrth the 'p l t an The .storm drainage' system downstream of your ciisch 've ;nest YonctiOn correctly unless the entire system is in place. Individual lot owners will be reuiretl by the City to ;install .thee portion ,of:the. system associated With.: their IApp i I cant ' proceeds at their own risk, sac, as the storm drainage. Yst,em :.construction sequence is determined by :individual lot owners The C i t y Will not install the storm drainage ' iMpr Ovement .identified on the plan : dated 18-97 and 40proved,:: on 4 -23 -9L and revised on 3- 30 -99. If app.l i;cant desires Ito' comp l ete any or all of the ,drainage sy_tem the City will issue a:separate permit work. in the.'right -of -way or on an adioining„ lot it easements; are - :secured from , i:ot:.:owner 8 !l'he sidewa l ks. shall `be in to l led 'tier'. p lan dated -1j3 -97 .arid. approved On -2 9'6 Any , curb cut acces_ hai 1 be do per City of l'uf wi la `'c;tandar dM .,Dr,,ivewav width ; shtiaI I 6e, , ACi' = mini'mum and 20 ma Slope :shell be : ma 'imum cat l . °' Turn radii rad ik shal3:, be ,mini mum of five tel't' fir Rivewav shal 1 be 'raved . wi thin '3+3' or r i.ght =nit wa.� Hau 1' : ing offer s7 cy. shall r�egt.iire;appl ion _ for•' a.Hauling ;Permi :t pr or: to any associated ivi tv, ppr oved or 4 - i3 I lew= c;Onstruction and substantial improvement of any ;re0;0nt:i'a1 se'ructur.e `sliall;-have the lowest floor itiCluding 1 a .errent e'l evalact. Cc'+,a ni►ni'nrum'of; :tine= pot' above t.ne:.ievei 'b�aseY'x lou e leva ti o n (1 year? All f l dings wilt constructed and certified as 'built a or above :e~•levation .shown ' on\approved , stor�ni :; drair�aue p Z 3l3 - -97 and p 'ap . o`n 4- '3 98 (yril/ Datum 1929) Enclo red areas bei;ow the lowest 'floor sha:i l be designed to automat ica l lv eaua'l t ry' hvi.dr•o ,tatic. lod o,. forces. A ne rm ; ut :trio ctipen:ings having 'a total .ne_t aea:_ rrf not less than ; one square inch for every square. foot . of enclosed. areas subject ito f;liaodi:ng shall be provided and wi th,:the � bott.om of. I -1 oprniit °nc higher' than one foot, above,.gracde. penu rns may be equiped with screens, u t• lover's, or other • overi.ngs or . oe`v i ce :t s provided hat trrey permit . the autotrra �C .i c t entry anti ,.exit:..of.' floodwaters, " 233. ,Downspouts, driveway. Patio and drainage •from other i miler v i oti areas' 'sha l I be co.l :l ec..ret1. in ''an on -site `s t.or drain system, : . Drains snail,be 4" min. diameter, P'JC' schedule 40 or.:corregated po l v - .e.tha l v' ie pipe with ,a smooth :interior wall. :I44. .ADS flex pipe:. Drain shall-.be. l aid with a minimum 1% s.lope' _gravity discharge to,: Iocation approved by P u b l i c Wo►"k :S : :f'e t .. .U.o.wns pouts shall not connect to footing drains, r'ooti'ng drain and.:down::pouts may snare a single discharge pipe downstream of the lowest footing d ra i n . 24',, The City of Tukwila has an undergrond'ing ordinance r°equir•ing the power telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 2f. The applicant must notify the City utility inspector at 206-433-0179 upon commencement and completion of wore, at least 24 hour's in advance. All inspection requests for utility wort, must also be made 24 hours in advance. • Project Name/t �nt, nrr - Value rfCgnstrucyo :" (00 Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) Site Address: City State /Zip: k l A tAA c U n g Tax Parcel NUl 3 4' 40 - 1 301 Proposed New Square Footage: 1 $14 sq. ft. Dwelling sq. ft. Covered Deck(s) t Property Owner: Q f1!QM CI�.�+- - �lunnes Phone: ca53) % - ac0G Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 3 4 Street ddtss te,k , City State/Zip: �P�� toil �l to ..a.. F 1#: , � - Sac$ Cr�� Contractor: l I l r .r,a Inc • Phone: ) 5191 -ct (oa. Street Address: City State /Zip: a15 z Mee* er- ktr` - W� q a)3 a. Fax #: i 3 ) Str -I - 'sacs Architect: n IA , Phone: Street Address: City State /Zip: Fax #: ' Engineer: Ro.� Ph 164Thr, E AsSOci v�,-�e S Phone: 0 (n 3 1 — 5353 Street Address: City State /Zip: 5 1 P t - SE K e i r . . - k - - LIJ q u - 51 au Fax #: (atm (03 I - 5 Contact Person: t 1 . ` 1t r {� .� V ('c Phone: t ,� _ q b q7 Street Address: • City State /Zip: a1 E M 1eke .r- . ' ± uY 98o3a Fax #: (a -I- saes Description of work to be done: . Ni Q %- t41 cY1 ) 3( Irk 1 -3 reSI Ckne.fl..,• Type of work: ew Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 53 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: 1 $14 sq. ft. Dwelling sq. ft. Covered Deck(s) to V) 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) 3 4 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TIIKWILA Permit Center .., . 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. SFPERMIT.DOC 2/13/97 Applications will not be accepted through the mail or facsimile. . Proj N umber :5 :. Permit Number: APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVIL.PLAN REVIEW OF THE FOLLOWING: " '(Additional reviews shall determined by, the Public Works Department);; ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # El Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering: 0 Cut cubic yds. End Time: O Private O Private ❑ Street Use Size(s): Size(s): ❑ Sewer Main Extension ❑ Water Main Extension O Public O Public Size(s): 0 Fill cubic yds. Est. quantity: gal Schedule: 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 appli i tlo i " Date altion 21.14 App (initials) PLEASE SIGN BACK OF APPLICATION FORM ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOW(,NG: 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 SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which Include: ❑ 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 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. site plan information required for Public Works Review (Form ❑ ❑ 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. , I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NE • OR AUTHORIZED AGENT: Signature: Print name: I Date: i h 1 l� one: R qk q7 1436( C)3514 H 2O 8 Address: City /Statq /Zin: c3 l5 ee. , r • SFPERMIT.DOC 2/13/97 �`' PLAN CHECK - :: RES; PLAN I41 Cl{ uTILrry PLAN;. CHECK - WATER METER LiTAT:E BUILDING SURCHARGE 3: NSF. FEE ' -. UTl:LITY. Zt1SI': FEE 5'r Elltil URAZN 1NSr'. I'EE. -. SME: /Elsa WATER CONNECTION WATER INSPECTION FEE WA'rtEit :'11112N•=Ej F.LI WWI ER ASSESS .:ALL Ei TOWN, SEWER ASSESS...ALLENT ;OWN Hccaunii .0 Ede, 000/34;i S3�0' + c oo /3;4,;'.8$3() 000/345.3.70: 00:0/345.830 000/3:36.904 000/342.400. 412/342.400 402/342.400 401/313E3.102 401/3}4 .400 401 /'343..40,`5 401.38E1.1.04 402.3(301.104 Ain' nt, -889.82 1.368.95 Ei89.82..'. 20.00 10.00 4, 0 1ci.00 20.00 6.0.00 00 23.00 4.16u.40 7.6'41.90. • p :2 ---1-i (% / Special instructions: Date wante • Itior a.m. Requester: • Phone: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd, #100, Tukwila; WA 9818 _A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: (``^ �y SIJ /G `/ Ov► li 6`'�" 4., L. ray-, ‘ 1/212 El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)4 ' -3670 Date: 24 t� Project: Drear r>icra t Norrles Type of Inspection: p I ► nc I Address: ,2ao5 464.1, Ave. S Date called: 2 -- 2g- 00 Special instructions: Lot 74 ,, Date wanted: 2 opy Requester: AI CMG Phone: 2og 3%7.. (272 2 s 54 iv 41 j1 . INSPECTION RECORD Retain copy with permit INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 COMMENTS: !f 11 1� Od Inspector: Date: 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: Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 0014 4 bvie. fO cot, 5 V 1)11,0A #,1 e e d t vim S f. . 5 tA.* w 446,11 toi 410., SittrIVAJ 61‘.. V lit ",., Alr S 04iii tf" c/ ,� Special instructions: Date wanted: �� /J t.J4.6 t4 iMet. dol A. 4'iitik SLGh Requester: 6 4 -D ' i.4414;14 ei ' Phone: . Project: Type of Inspection: s Address: . /2OO lit ctfre Date called: ,� Special instructions: Date wanted: t f Of a.m. p.m. Requester: Phone: 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 Approved per appli codes. 0 Corrections required prior to approval. Inspector: Date: 02 / Ay00 $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: M ain / {'(AM /8Ztiop: Ane(�JS L/4 ! ti A40 ..5 Date called: I ` S ecial instructions: �.. 4 / 5 Date wanted: �a ( / . Requester: Phone: an /4- g6 -1,70343- INSPECTION RECORD Retain a copy with permit INSPECTION NO. :. `CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved p4 r applicable codes. COMMENTS: Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 1 Date: PERMIj„NO. (206)431 -3670 Corrections required prior to approval. ■ T pe ff,I(' ection: / 5 Address:: qu Date called: p a :al instructions: ‘ D �,� � ed: Dale wah ed m. p Re nester: � t�rP Phone; n n n INSPECTION RECORD ` ` Retain a copy with permit INSPECTION NO..' ITY OFTUKWILA BUILDING DIVISION '300 .Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: E] $47.00 REINSPECT! ' N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No; proved per applicable codes. Corrections required prior to approval. Date: (206)431 -3670 Pro t: e.of Ins ction: Addre s: �(� iv.. D to called. (;Q -Special instructions: at .. ‘ Date wanted: C; a.m. Requester: 1 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per=�applicable codes. PERMIT NO. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. COMMENTS: Cevt -4 P c 7� .. 10, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: ect: lh r Type of Inspection: r otes )�n� 4 G I Ad lir OS , �'/ Date called: t 11 , Special instructions: l 2 Date wanted: ( a.m. 30 /0 Requester: C.-- 10`3 I l(/ .1097 Y 7l COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 47 4,t, (14/,.a. „/- . PERMIT NO. (206)431 -3 ji70 Approved per applicable codes. XCorrectlons required prior to approval. Inspector: $47.000 REINSPECTIOr E REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: l& 7- fr” Date: Date�/ fir} -'? Project: 71 �F s : G Type of Inspection: —lb Address / /ZdOr ye, ik 5, Date called: Date wanted: // i i/ 4/91 :{ a.m. pm Special instructions: Reques r: Phone:, SPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: t !, r r -t? did c•� Gt�"�P �r.� s epdt Date: /1/11/7e1 $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: :4 4 "'CO. ct: 5 /4'(# � f ' O Y TT , e o�f Inspection: ` 7� l ec YV u.U ess: Da e a ed 0..A i pecial instructions: , j t " - O.1 - Di ted:1 . L[1 a.m. . R r: C.. Pho y .•� 1410— /J ,a9 ± INSPECTION RECORD ` Retain a copy with permit a INSPECTION NO PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 44 300 Southcenter Blvd #100, Tukwila, 81,88 COMM krke aht 51 .<44747.(4i f;4 7/A P D /e gin `7r- f } Inspe Date,j � ;; Approved per applicable codes. a. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: Proje t: A Type of Inspection: SSS Address: / 2-o 5 q6 Date called: IDP- V9 Special instructions: % I e,,51 )—I4 Date wanted: I �►( �y a.m. 1 119 / p.m. Requester !/ Cam 3W• G72;2.--• Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd, #100, Tukwila WA 98188. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7- 5 /CI q pvC F S.? LA S ro ...... ,. S5414 . sfrithr Lf" PVC f, 5504# ,-j Sm,14 5do f?? �C 7 : 10/2 - 0 IO _ r IA C 41.447 61 Inspector: Date: /492. 9f ?5 $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: 1,1e5 Type of a2 Address: 6 5 Date called: /0/11y9 Special instructionsf - l't 1 a Date wanted: /04* .n0. P.m. (0 : 0e, 6 Requester: r t i Phone. ■ROb =-. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWRA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ■ Receipt No: Date: El $47.dO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. 1 • • .., • • . , INSPECTION RECORD `,..• Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Air Special instructions:' to 2.0 0 : roved per applicable codes. El Corrections required prior to approval. COMMENTS: • "Or , / inspectillulprkopr 4 ,, :a5 ,.., 4 . . SIP' Ej $47.0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'Pro ~N, , 4ire l' Typey25ction: Address: ' ./ Z. _LI 7 ,.....4. Date : Special instructions: a il Date d: 9 va 9 67 P.m. Re quesil / e..- Phone: 39 -6 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. Approved per applicable codes. (206)431-3670 COMMENTS: 1/411 9AdtikR. aiubv..4 ,sA_AANA-a4 CA-.9 Ct.3101\ ehl- 1 C rections required prior to approval. Inspector: Date: 9/ $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .• If ect • Typ f Inspecti Addr s : � ii y5 Da a called: q /a /r. Special instructions: Date wanted: Q J / / !! p.m. Requester: Phoner^D/00., .. ,4 INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: c, l 7 , c 54 , /..e Approved per applicable codes. INSPECTION RECORD Retain a copy with permit $47,00 REINSPECTION F' "REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: l Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Project: C P ( �'� -t— Type of Inspection: 1 ` r A ess: ---. librit Date called: (r 9.- Spe Z' al instructions: Qafr Date wanted: % y y ' • /I Requester: , 1Cam l itj Pher : 3.... s75 7 _ c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 f i COMMENTS: Approved per applicable codes. Date: $47.00 REINSPECTIOI E REQUIRED. 1 1 rior 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 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Project Name: Location: File #: Action: Date: PUBLIC WLdKS PROJECT REVIEWcONfN7ENTS Dr.e.oA44.exa.e- gawes Daii-00tg l oon, 0 Scj 0113 , 0063 6(a2/94 Reviewed By: %)0abus- S ui (ao) L 3 3- 0 1 D qq - 0018 LOT 24 Dqq - 0017 La 23 bElq - 015 Lar 2 D9q 0173 LOT 02.1 L N - 0063 LOT2o COMPOSITE sire PLPN 51-101 1 NG ALL IAT1l.i TI ES I NGL.L4.01N4 POwEleireLE GeM 411 Dub I. Revise direct show o storm public works project review comments composite site plan grading storm drainage utility site plan elevations contour elevation utility easement easements proposed new water service demolition permits site plan Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes are less than 15X. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cost Iron — justified due to scouring velocities or soil problems. Cover: 12' Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors •Anchor for >20% Plugged Clean Out (Total 90' requires Clean Out) Long Sweep Bend 4' Sewer Pipe •0 Clean Out 6' Plug 6 X 6 X 4 WYE 6' SEVER PIPE PROPERTY LINE Plugged Clean Out ) 10' Min. Soil Plpe Adapter (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CITY R/W LINE STREET ► r Use Saddle for Existing Main. Show Address on / Plan. 523 BIRCH ST. City of Tukwila e a Sanita7 Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail IZMIZMIZRMUM 18" 18' Min. 1 Cover unless extended to Grade. 8' or LARGER MAIN SEVER CITY R/W LINE 30' SANITARY SIDE SEWER DATE: 11/22/96 Not to .o.lo. SS -1 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 5. Simpson Strong Tie Connectors Catalog -1998 pESIGN CRITERIA 1. Wind Load -.per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B - per Uniform Building Code . Zone 3, 1= 1.0 - DL =10PSF LL = 25 PSF - DL =10 PSF LL = 40 PSF - DL =IOPSF LL =40PSF - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design - 2500 PSI a 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. 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" Parallams • E =2100 ksi Fb=3100 psi 3112, 51/4 & 7" Parallams E =2000 ksi 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 wails. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common Q 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 �i 6 "oc at all supported panel edges and 8d @ 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES • 1. • All footings and slabs shat; bear on undisturbed soil or fil; compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1200 psf. GENERAL CONSTRUCTION NOTES CITY pF TUKWILA 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils 7. Concrete • r'• • • •,. pS,r. FI COPY . 1. Contractor shall verity a!! dimensions in the field. Any variations from the AN 3 19.99 drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of al! structural members during construction shalt pERMI CENTER be provided. Any proposed field changes to have the prior 'prove! of Engineer. f gravity calculations girder truss loads only 25954 130TH PLACE S.E. P.O, I1� ()6 R A. HORN ASSOCIATES KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 calculations calculations . crawl space footing TrusS NOTES ATTIC ventilaTION ACTUAL. VENT AREA • r FOAMING PLAJ• -'E' ELEV roof framing plan e elevation cantilever floor tie schedule blocking at bearing SLOPE 3' TO DOORS I I A /"SUNKEN FLOGIIL MOTE : SEE SHEET FOIL FRAME PIERS- (ExGEFT "5 NOTED) 9f //STS -4.4 Him (4.G L bEAM SPLICES) FOUNDATION VENTS C TVW7 V9 VALLEY BEAM LJR LEFT /'lair . C �i c" o �S' �.20 IN 2 PCs of 1.5" X 9.25" 1.5E SOLID SAWN HEM -FIR #1 Pap. 1 of 1 fluid cod.: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. 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(plf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(plf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) OMMI 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 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 OPERATOR INFORMATION: .....—DREAM CRAFT 1814 .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 COpyrlM C 199E Dy Trus Jost MacMillan, a :.'naed partnership Bose, Idaho, USA TJ•Beam^' s a trademark of Trus Joist MacMillan Product Diagram is Conceptual. SUPPORTS: 40 •1170AvvaelliA, TJ -Msm 4.20 Shill Number 70e040314 I1EAI USA 1111 1l4 9 7:51.16 PIA Pape 1 d 1 Buld Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. TYPE Uniform(ptf) Uniform(plf) INPUT BEARING WIDTH LENGTH 1 2x4 Stud Wall 3.50" 3.5" 2 2x4 Stud Wall 3.50" 3.5" DESIGN CONTROLS: M Shear(lb) 3840 Moment(ft -Ib) 15519 Live Defl.(in) Total Defl.(in) PROJECT INFORMATION � DREAMCRAFT 1814 (, B10 OVER DINING ROOM • 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 LOADS: — Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: CLASS LIVE DEAD LOCATION Snow (1.15) 150 60 0 to 16' 6" Floor(1.00) 200 50 0 to 16' 6" DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 JUSTIFICATION Left Face Right Face CONTROL Passed(81 %) Passed(99%) Passed(U402) Passed(U296) 16' 6" Product Diagram is Conceptual. Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(Ibs.) LIVE/ DEAD! TOTAL 2888 (S1.15) / 1031 / 3919 2887 (S1.15) / 1031 / 3919 OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 cowman! o 1990 by True Joust MacMAtan a Iankad partnership. Bose. Idaho. US. TJ•Beam'' s a trademark of Trus Jost MacMillan DETAIL OTHER Blocking Blocking 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. L o, tit k ✓ X= I J S I 9 (11) t'o 7. J (-141.= = 2.6.3 (Z )(i s") (I (s l0`1 7 (Li-- L 3)-ILL • s- � 01 15 MSTR BDRM AT GARAGE CANTIL T.i:eaam 4.20 Serial Number. 708040314 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c 13EAMUSA 1111 116199 11.27.38 AM Papa 1 of 1 Bulk/ Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 12' SUPPORTS: INPUT BEARING WIDTH LENGTH JUSTIFICATION 1 2x4 plate 3.50" 3.5" Left Face 2 2x4 plate 3.50" 3.5" Right Face pESIGN CONTROLS: MAXIMUM 276 276 573 Shear(lb) Moment(ft-lb) Live Defl.(in) Total Defl.(in) DESIGN CONTROL 215 694 573 2142 0.069 0.207 0.083 0.415 ! �. 1 i 6 "_ 5'8" 0 4' REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 316 /57 /373 448 / 103 / 551 CONTROL Passed(31 %) Passed(27%) Passed(2U999 +) Passed(2L/999 +) i DETAIL OTHER Blocking Blocking PROJECT INFORMATION OPERATOR INFORMATION: .....DREAMCRAFT R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynpht O 1998 b IRIS Jost MacMilan, • limited partnership. Boise Idaho USA T./-Pro" and TJ- Baam' are trademarks of Trus Joist MacMillan Product Diagram Is Conceptual. LOADS: .,,Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition LOCATION RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading RT. Overhang under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL1/480, TL:L/240). 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 SUPPORTS: • 1 2x4 plate 2 2x4 plate DESIGN CONTROLS: MAXIMUM 1156 2313 Shear(lb) Moment(ft-lb) Live Defl.(in) Total Defl.(in) INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3.5" F/J l; LR JST UNDER UPPER FLR WINDOW C 3 PLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 TJ-esemm v5.20 Sera) Number, 708040314 BEAMUSA 1111 118199 2:53:33 PM Pape 1 of 1 Build Code. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 14' 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 LOCATION APPLICATION COMMENT Point(lbs.) Snow (1.15) 714 286 14' Adds to Uniform(ptf) Floor(1.00) 52 15 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(U271) Passed(2U445) 12' , 2' DETAIL OTHER Blocking Blocking Product Diagram Is Conceptual. 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:U360, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2U240). - 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 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 OPERATOR INFORMATION: .�. DREAMCRAFT 1814 R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copynah o 1998 by True Joist MacMllan, 11 IrnMW partnersn¢ Boise, Idaho USA TJ•Pro"' and TJ.Bam W are trademarks of Trus Joist MacMillan CIA - " S 9 927) • Of4tootivaeaw, TJ- essm" 4.20 Serial Number. 708040314 e f'MAUSA 1111 118/99 3:08 47 PM P egs 1 of 1 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED PROJECT INFORMATION DREAMCRAFT 1814 TYPICAL UPPER FLR JOIST ( j 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 12' a 2' 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(ptf) 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:02", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 8" 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. 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. Copynght 0 199E by Trus Jot MacMillan a lamed partnership, Some ldano, USA. TJ•Pro" and Tygeam" an trademarks of True Job: MacMNIan Overall Dimension • 14' Product Diagram Is Conceptual. r . • • • ' • • • • '" , •' .." ' ' DESIGN CONTROLS: • • •1 (',;MAIN FLR JOIST UNDER ENTRY CLOSE\--) TJ-Ileam 420 Sated Number. 700040314 3.5" x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 esmousA 1111 117199 1:40:23 PM Page 1 et 1 Sued Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE'SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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 WIDTH LENGTH 1 2ic4 plate 3.50 3.5" 2 2x4 plate 3.50 3.5" MAXIMLIM Shear(lb) 1802 Moment(ft-lb) 2710 Live Defl.(in) Total Defl.(in) JUSTIFICATION Left Face Right Face DESIGN CONTROL 1451 1607 2710 2905 0.031 0.139 0.042 0.208 i cj 6"—■ REACTIONS(lbs.) LIVE/ DEAD/ TOTAL DETAIL 1426 / 456 / 1882 1426 / 456 / 1882 CONTROL Passed(90%) Passed(93%) Passed(U999+) Passed(U999+) OTHER Blocking Blocking LOCATION RT. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:L/360, 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 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 OPERATOR INFORMATION: .DREAMCRAFT 1814.— R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 CaPyrchl 0 1998 by Trus Jotat MacMlilan, lambed partnership, Boise, Idaho, USA. 7J-Pro' w anC 7 4•Seanow are trademarks or Tivs Joel MacMillan Product Dlagram Is Conceptual. 0 144 7•Ar tavviab". F/J 2 ,AIN FLR JOIST SUPPORTING CORNER( 5.5" x 7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 Tieaam"' 420 Seal Number 708040714 IIEAMUSA 1111 1/7199 1:58:21 PM Pape 1 ar 1 Bu10 Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1� 1 2 n, :n 10' b' 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(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 214 plate 3.50" 3.5" Left Face 1424 / 579 / 2003 Blocking 2 214 plate 3.50" 3.5" Right Face 537 / 224 / 762 Blocking Product Diagram Is Conceptual. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1990 1933 2338 Passed(83%) LT. end Span 1 under Floor loading Moment(ft -Ib) 3520 3520 5801 Passed(61 %) MID Span 1 under Floor loading Live Defl.(in) 0.116 0.322 Passed(U997) MID Span 1 under Floor loading Total Defl.(in) 0.164 0.483 Passed(L/707) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, 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 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 OPERATOR INFORMATION: ..�. DREAMCRAFT 1814. R HORN ASSOCIATES. RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 canine' o 1998 by Trus Joel MacMaan, a Imlad partnership, Bow. Idane. USA T.1•Pro"' and TJ•Beamn an trademarks o: Trus Jot MacMillan. seismic zone 3 lateral =. MARK SHEATHING FASTENER SPACING CALL EDGES TOP AND BOTTOM PLATE NAILING /OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES D 7/16' MIN APA RATED SHEATHING Id C 6' OC OR 16 GA ( 6' OC 16d C 6' OC OR 1/2' A.B (4' OC AU ( 16' OC 200 PLF ' • © 1/2' GWB BOTH SIDES Sd COOLER OR GWB ( 7' OC 16d ( 6' OC OR 1/2' A.8 { 4' OC A34 a 16' 0 200 PLF 3D 1/2' GWB ONE SIDE Sd COOLER OR WALLBOARD ¢ 7' OC 16d ( it OC OR 1/2' A.8 ( 4' OC A34 ( 24' OC 100 PLF / 7116' MIN APA RATED SHEATHING k a 6' OC OR 15 GA ( S'OC 160 (6'OC OR 1/2' A 8 01 4' OC A34 it 16' OC 240 PLF D > 7/16' MIN APA RATED SHEATHING Id ( 4' O.C. OR 15 GA a 3 1/2' OC 2. 16d (6' O C. OR lit A.8 ( 3' O.C. A A35 It 12' O.0 353 PLF 1, 2 6 7116' MIN APA RA TED SHEATHING •C 3' O.C. OR 15 GA ( 2 1/2' O.C. 2. 16d 6' O.C. OR 1/2' A.8 a 2' O.C A35 Q 12' O.0 451 PLF 1, 2 • NOTES 1 BLOCK ALL HOR:ZONTAL EDGES WITH 2X BLOCKING 2 W-1EN SHEARV1ALL IS 24' OR LESS IN LENSTH, REFER TO IINIMIN LATERAL RESTRAINT PANEL DETAILS horizontal diaphragm floor plan ROOM SEE DETAIL ON UNDERSIDE OF ROOF SHEATHING floor plan FLOOR HOLdown SCHEDULE 2.8 HF2 FLOOR J0ists SLOPE. 3' TO DOORS LINE Of CO FON. FOR FOOTING. . REAR ELE ATION rear elevation IN5TALL ALT. MST basic analysis gable roof trusses rear lateral loads OF ROOf SHEATHing x roof framing plan elevation a living room roof variations 2 H. J(. 2 FtF FT 24 ". Watt "OH • LINE Of 2 CLIP M / ELEV. ONLY i2'o. H. MATGH b 12. IZ "o. H. 12'0 H i0 (/.ri Tr-USS NOTES - INSTALL 4 6RAGE rex r1ANUF SPEi.S -NO FIELD MOOIPIGAT;ON IJITHOUT .SIGN ENvINE.E.AS APPROVAL -ENVINE TO ACCOMPANY APPROVED FLAWS AT 1G VENTILATI I V O WS I092 S4 Fr. '/ OO .3. c.ts.r REdrV 26 VENT 61.061 0051 S F EA . 1.E5 S. F. Q,bABLE VENT ;r1125Sf •2.255.r 12'O.H 'S AGTuAt. VENT AMA: 4.O6 S F 'S -CAR vARAVEe ( ELEV. ONLY ,..12.110H gravity car side load lateral end wall rear wall garage shear load x roof framing plan elevation a • . . • • .. PROJECT NUMBER 2359 CLIENT The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the maw & ii] rn CONSULTING ENGINEERS : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 20 May 1999 page 1 of 6 pages ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION OBSERVATIONS The investigation and report were authorized on 10 May 1999 by Bill Babb of Dreamcraft Homes during a phone conversation with Dale C. Hemphill of HEMPHILL CONSULTING ENGINEERS (HEMPHILL). development, and several test pits at the site. The exposures revealed that the upper 4 to 6 feet is a dense sandy silt capable of supporting footing loads in excess of 2000 psf. Underlying the silt is a dense fine to medium sand. Groundwater was encountered at a depth of 8.5 feet at the north end of the site, and not encountered within 6 feet at the south end. 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425 -643 -3429 dchemphill @msn.com PROJECT NUMBER 2359 The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down The waves accelerate to a The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 20 May 1999 SEISMIC COEFFICIENT for DESIGN PURPOSES page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. IrER EFL T • PROJECT NUMBER 2359 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. 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 Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 SETTLEMENT from SEISMIC CONDITIONS is not the case at this site. page 3 of 6 pages The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft/sec/sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. • PROJECT NUMBER 2359 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 20 May 1999 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. EIMMEAREMIA • PROJECT NUMBER 2359 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 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. 20 May 1999 CONCLUSIONS 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. 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. EINNEPEEELLTA Be use the groundwater is fairly deep, th ere could not be enough settlement to f orce the groundwater to the surface, e ven if the upper soils were all sand. IIMPEPEEZZIL, l96-0077 allentown furnace water heater vents June 25, 1999 City of Tukwila Department of Community Development Steve Lancaster, Director John W. Rants, Mayor Dear Ms. Martin: . CORRECTION LETTER #1 Development Permit Application Number D99 -0018 Dreamcraft Homes — Lot 24 12005 — 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. Brenda Holt Permit Coordinator encl xc: File No. D99 -0018 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 41313665 xg+r: >r'.. xtinGx+cS::. vr.t. w "azgtCnt JtnaL:t'.fYN" DEPARTMENTS: Building Division I I Pp lic Wgrks Q , A TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 Pe!t PLAN REVIEW /ROUTIN SLIP 'ITY NUM BER" D99 -001 DATES 8- 13 -99 PROJECT NAME: DREAMCRAFT. LOT 24 Original •Plan Submittal' Response to Incomplete Letter # XX , Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural Complete Incomplete n Structural Review Requirecd - APPROVALS OR CORRECTIONS: (ten days) n n F ; . ui' � 'IM9.9�SR�'�'ti�;�`A�C�'RN3PlYi rctr»� Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -17 -99 No further Review Required DUE DATE 9-14-99 n :1 Not Applicable Ti Comments: REVIEWER'S INITIALS: DATE: Approved with Conditions pc Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions C Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: DEPARTMENTS: + Good. LAN REVIEW /ROUTING LIP Nn EiLti uding Division Fire Prevention API& L 2 -Z- / Public Works Structural ACTIVITY NUMBER: D -0018 PROJECT NAME: DREAMCRAFT HOMES LOT 24 Rg Original'PIan:Submittal Response to. Correction Letter # DATE: 1 -21 -99 Response to Incomplete. Letter Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route kj i Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions E Not Approved (attach comments) Uvv ezt i+l v1itai,P,ed REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 Planning Division Perm t Coordinator DUE DATE: 1- 26-99 Not Applicable No further Review Required DUE DATE: 2 -23 -99 CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS' DATE: Department of Community Development Steve Lancaster, Director a: ad,rCr.l • �y:id t1rr� °' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 ❑ Response to Incomplete Letter # 'I Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Permit Number: Project Name: I) REAMC PA Fr 1-4 OWtES Project Address: (2005 44 441 Avt S Contact Person: Vl C k l E M A R TI N Received at the City of Tukwila Permit Center by: Er Entered in Sierra on F4 co--q9 9 bqq -0018 Phone Number: 253 ^859 - g 6 9 7 Summary of Revision: s(,41M 1 T TED /i IE'eSPONSE 1O CvRRE Cr( O LETTEte ¥ J Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 3Qt? 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Fire Department Review Control #D99 -0018 Re: Dreamcraft Homes - 12005 46th Avenue South Dear Sir: City of Tukwila Fire Department February 1, 1999 Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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 travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 City of Tukwila Fire Department 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) John W. Rants Mayor Thomas P. Keefe, Fire Chief 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) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S75•404 • Fax (206) 3754439 D EPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL : #S; REGIST. # ."; EXP DATE':'` `CC01'.44, MJFHOI *092DA 10/01/19994: " $F FECTIV 'w+:;dc . «.s.: S PATS 03/.01/1991=4 . M?MM 4.�. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL I REGIST. # EXP. DATE CCO1: ''' MJFHOI *092DA 10/01/1999; EFFECTIVE DATE 03/01/1991 Detach And Display. Certificate Detach And Display Certificate Please Remove And Sign Identification Card Before Placing In Billfold DIRECT vENT FILE COPY understand that the Plan Check approvals val are s Dject to errors and omissions and app 5 Mans does not authorize the violation of any I adopted code or ordinance. Receipt of con - ractor's copy of approved plans acknowledged. RECEIVED CITY OF TUKWILA PERMIT CENTER JOB NO. PLAN NO. , front elevation a 1.040' - INSTALL PEft LINE. WITH 1 1 { ALTERNATE KITGNEPJ SEE. SHEET 5 Or7 Fog ..1. regNJATE KITCHEN ,ALTERNATE KI PLAN L u r l5EK DESIGN .V,,&LU ES* .: _ • F., = 75 • ,'Fb. 1175 Fc 6 405 F../ =15 85O Fv = 95 , Fli•875 Fv =751 Fb *IZ70 FLOOR. JOISTS HF 2 STUDS 4POSTS . HF • BEAMS r` HEADERS. 1-,1F2 " DF2 RAFTERS HF 3 DESI&N VALUES DERIVED FROM U -B•0. TABLES Z3- I-A-1 415-1-x-1 AND Aga. U'vEN IN POUNDS PER SQUARE INCH' . • P'11G�DL.AP'1 Fv 1 - 285 ) Fb•ZbOOE'1410" L7LU - LAr 1 F..zito5 I Fb 2 OG E ©` tbx DF I F./= 65, F1 SEE. SHEET NO.6.OF7 raiz SHe..Aft.14,.►LL ¢ HOLDowN SCHEDULES Idea- T 1USP•N 4x DF2 §•U DR. V0 4o SPACE --- LINE OF FLOOR P 4.12 pF2 - - -- 4'"o/X0 `(;)". '- DINING POOr'I FLU5H kl2-.1 Co" sT Er =I k 10 DETAIL ON SHE-ET No•1 1 1 1 -+ (a) 4 ° 5 ° SH w4® 4° I Ra OVER 4jt aQ H LLIDIJ EtE . "E". (b)4'5 61 /(2)9'FP12, OM. RND TRNJ, O VER- 4x 4 Hog -IZ. MULLION 4x= {)F2 Ov �Iz. (2)46 °5N N/ i) 2 RAD. • IN LF -FND O - ELEV'F' 2 -ICS" . 1 -4' j2 • PHON IcaVIDE ".• ' 30"cRAWL ,GUESS IN E r LIvIN( ROOM 15' - O" 'Loco" f °5 °4x Eta eix8H Id F.y'- 011 3cP M!11 LALIPN pE✓k. uV - .`E=c Ic.9 ".5,1.•cP MO SEG • I603. t, 0 1- E L E r1E1T5 SWITCHES IPA" 1IN PBovE SLAB IAAIN F LOOR LAN j LINE. OF FLOOR I••150 IMP4GT BARRIER K !_lI G EL '3G2 4 5 /8' TYPE ix' &L. -lb(' COMMON WALLS CONT. TO UNDEJ =5IDE O ROOF SHEATHIN6 z 1Av1n5 IF (y rluJV . !>a. RA 9 E NON- BEr°•RIN6 GOLU H N F _ sEE vT. 5 HT 8° 1° o,H.D I I 8° 1 ° I, 20 Lc GG -4 a( (2 11 DI< 41 Ls I'1. SEE DET. 5HT. #/ 1 ' I e- •• 30• • • 30' POI,.IDEF - MAIN - I •l O PTIONN.;.71V, N IGf1-F E &F IX" -1 C` � •. 1/ 4." 1L12'1 Al E,d' MIN FL- 981- S • F.�< UPPER- FL 830 S. 6,kgxewc 44o RECEIVED -; :CITY .OF,TUKWILQ : c .. • Pi fiv. 1�1 I al�tr .?.5 IN &LE4jJdP ENTRY BE1.01J SE.E SHEETNO.10,OF'l FOR CI JAN 2 I 1999 PERMIT CENTER SEE SHEET WO.GAOF 7 FOX SHEAR WALL SGH E.DULE LIVING f -M 4 ENTR OPT 10 UPPED I°LD® L BEDRc e7r1 4° 6YPASs 4 ° BYPASS PHONE RE5ISTANT GRAIN INLET RECEIVED CITY OF TUKWILA JAN 21199 PERMIT CENTER JOB NO. PLAN NO. RESIDENTIAL DESIGN. CONSULTATION & MC,MT. REVISIONS •• foundation plan floor plan NOTE STAIN SEE SHEET NO0.0F1 FoR FGoaR TIE. SCHEDULE SOLID SLOG IL1NG @ &6 /NFLINC7 -TYP. 24" CANTILEVER- LAZY SINK SUSAN PEFMIT CENTER JOB NO. PLAN NO. upper floor framing plan PORCH Q7 PATIO K COPPER FLOOD RELIEF RECEIVED CITY OF TUkwila wa state energy code budge proposal Qty Notes Size Type Bar VT Glass Grids ' Argon S U- V al 1 5050 XO 270 DS CLR MATCH 6X5 ' . S 2 1650 PW 770 770 R0 5 CLR MATCH CLR TEMP 2X5 1X5 • SD 50 1 1050 PW 1 4020 X0 270 ` CLR 4X2 ; i 1 4040 X0 270 f (D CLR S I 1 5050 XO 270 s CLR c, 1 2030 SH18 570 (O CLR , 51 1 2050 SH30 570 (O CLR i 1 6036 X0 270 ) ) , 5 CLR 2 2020 SKY 980 < LOW -E TEMP G , 4 L, DATE FOR BELOW 1 5040 XO 270 ao CLR .5' 2 4040 XO 270 3 a- CLR • '; r 1 4039 XO 270 1 ,5 CLR J r 1 5068 170 3y CLR TEMP . Than a Name ... A Commitment 19720 BOTHELL- EVEREIT HWY SE, BOTHELL, WA 98012 -8124 (206) 481 -7101 * 1(800) 800 -5920 * FAX (206) 402 -4811 Customer: Dreamcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: QUOTATION ONLY Dim ensions: RO/NOA ?ATTENTION: BRITTNEY BOLLIN Quote Date: 4/25/98 Project Start Date: Job Address: Job Name: Inglewood A Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Phone/ Fax: 859 -9697 Contact: Misc. Notes: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Total Se State Sales 1 Tot 1 Page 1/1 30 DAYS legal description RECEIVED CITY OF TUKWILA PERMIT CENTER MARK SHEATHING FASTENER SPACING CALL EDGES TOP AND BOTTOM. FRAMING (ALLOWABLE PLATE NAILING/OR 1NNCHORS ANCHOR BOLTS SHEAR NOTES C, 7/I6 MIN APA RATED SHEA THING • C IT oc OR , 76 GA W OC 16d t r OC 6R 1? A.B' g 4' OC A3I a /6 OC 200 PLF I . ® BOTH irr GWB SIDES 5d COOLER OR GWB - .g rr oc 1141 g 6' OC' OR - i/7 AB t 4' OC *31. 1W 0 200 PLF p 112 GWB ONE SIDE Sd COOLER OR WALLBOARD Q r OC 16d C IT OC OR 1/T AS g i• oC A34 Q 24 OC 66 100 PLF _ 7/16' MIN APA RA SHEATHING lc g W OC OR 15 GA g WOC 1E4 Q 6'OC OR 1R' A 8 g <' OC A34 C 16 OC 240 PLF to. 71 1AFA. RATED SHEATHING 60 Q, a`O.C. OR -. 15 GA g 3 NT OC ' 2- 16dCrOC, OR 112 A8 C 3' 0 C. A351 12 . O.0 353 PLF 1.2 ® 7 /i6' MR, TED APA RA SHEATHING felt 5 0.C. OR . 15 GA $ 2 yr O.0 2. 16d C 6' O.C. OR 12' A.8 ¢ 7 O.C Ana 170.0 451 PLF .. 1.2 _ . NOTES a 1 BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING 2 WHEN SHEAR WALL ALL IS 24' OR LESS IN LENGTH, REFER TOY.:' :OAIN LATERAL RESTRAINT PANEL DETAILS. i Il-Sr ALL 4 e)fr4t. TF1154,65 pER u2s - fIo FIE.L.D Hob1F,►c,ATIo -I )10 PfAcit -1 06r11-1ApProv i- - fr-L 0411.1 RhJ4 i' "am-IF/41Y Afl'Ro/ rLAISS @ ‘vit ,41IG vE4-irIL clot -1 UPPER Poop /•rzEA = 83Osa, K Q I / , mo o 2T7- F p404. - Ve.g1S: 20d 6LKS.Q .o44 1.3Q se. . 2 4,A61...EVENTS['1,125- 2:15 sq.FT TOTAL s 3,55 3q. FT. OR 5 RoD VENTS 50 SG, 0 9I, )48" R -0. = 1,73 sQ.1~r. it'I �.va . / (o� pfr.cs EXTEND 2x4 21i 4 TP I LS TO ALA. - PROV IDE FU R R'[, FOR R-W INSUL, &Io con t p-) 24 F.P.P1 E4-s joisTs I * P1 ItL- P1, ELv. 24'(9.4, IZ -4. w/ If* vosi 61 _ 9 (K 5 12 "o. H. W /(5 FASciA. T'T PIC AL 2 CSA BL ES 2x[iHF2 co 2 4 "o.G. ALL ROOF SLOPES ARE C,:l2 PIT4H EXCEPT WHERE NOTED RECEIVED CITY OF TUKWILA JAW 2 1 1999 PERMIT CENTER irCS w al 0 Z W w*50 0 i I.XTEND TRUSS TA ILS= 2x 12 RAFTERS INSULATION ;SAFE = LE TO'MPINTa.IN ^I "MIN.i AIRSPAC RN TOP PLATE (48 "MIN : LA F) E -1/2 " C9.L.-i 1 INSULATION W /YAPoR BARRIER 865/43' 2x4 STUDS @ I (v "o .4. Z '- DTM• 'L. MIN. 5 /4 "CLEAT5 ?POST/ DEPM S /8 "vwI3 1 -2 x4 TOP PLATE. (48" MIN LAP) wKs)14.4 PEA. DBL. Tar PLATS LAP R-I3 INS UL. Wi�. Th 88 2x4 sTu{75 110 "..&. 2x4 bOTTOM PL. for i ' /2' - z" DIP coNTIHUOUS HINDF-AIL. RE:TU P-N EiJC - to WAL L ) E'IIN. II/2" GLEAR- - MAX . RISE 8 " MIN. IZUta 9 ", MIN. HEADF-O2M - 2-2, EO STRaNevER -5 WITH 2 x 1 STF-ON - FIREE,LOc STAIRS ONCE IN MIDDL!✓ OF UIJ 5E1%.4 N s 4fr -LON6 RUN EE STUDS. - usEAe,L.E SPPGE UNDER 5TPPIRS Td BE t - HOVE - FII'.E CON5 1. 6/6" T1'Pe. x' - 1 PE-D 4FINISH ED, TY P1c,L STS I IZ S EG ION 1/2''= MIN 4j GU'•l, - 1 la 6 , 140914 1 r-: - DETAIL HIV( Bt. IMO w/p nLL `. Palk ova cPAWL. At.L , fty. fo v' f NH 4 HUt 4111 - MyTALL 5. tAJ I►kt e ft.`( �ta1Tt co- iII 4UoU4 Zo R 14oER. W/ o p f' 1 ArA TATtO P1 6 Ne,' Hill . 21/o Exp. 1 84I1+4Ls €3'o.c.. to, r/ik -f -DALL p s 441005 y r' °R 2 Zx5TLI0S (,JAIL 41414.1. En. sT4D) 5�8 (1oLDOvdtI4 (I IS pf.R t-i ur. Ivy) 3 -_ 2, rN'(Es oF Ia i 414 E'•1AF fit. (1czx of It $41 yi4 A .ES., H I11.,' wl ESLOP tf 6 v+/ �- �� E�►Rs I'V E= L DATA! L VELUX ogioneig VELUX tt wing rci • ROO F TRUSSES c 24 "o �. CONT, MEGgi0-I.AM l3M 5/ Ty pa x" 61.115 OV IZ Gs. EtAG EE PCC+EZ (OPTIONA.L 3 Ybx 10 '/z('LE3 ) TO UNDERSIDE OF IZOCJ F S#iEATHiNl> L- A 1 SE S/4''OS13 a"+ /104 4 "COI 1G. S LAB b1 L " Ps "o.tc. E 0 (.FS, SLOPE TO r ON 12 "o .4 . IN PIELD 1 MANUFACTURED STPMPED ~ 2" KO. Conk+zff --a� 2x4 P.T. MUDSILI 14111'1 I/2" x,IO" ANG1-1Q1 ALTS C@ 4' -EJ "0.4..4- WITHIN E2." FROM ENt7OF PLATES UNLESS NOTED 0THE14. N!LPIN1 V4" = I'-O' 11 EGTION E- 5 12 }. -I9 NS UL ,110N �UIL PINla S TigN / I /4" 41J l7oWNSPOUY DRAt.3L11■W "rtc-NT U'vED To APP2OVFA STOQM Di A9JPP UI- SFG' 1804 Ad4D 15.2. COMPOSITION Ro&FIN6 OVER 15.. FELT OVER ' /11,0.s.e SHSATH!J W /8.1 P4;04. E.P(.ES IVo.c. IN FIELD INSUL.I3AFFLE VENT 15 LOCK -IN& SIRIN( PER bLPR'S.SPEGS. OVER. MIN. 7# E3UILDEt c, PAPER 1 /16 , "0.5.5. SHEATH I N (,v w /8dC''Go"o.c. EP(tES, 12 "o.c• FIELD - TTP UNLESS WOTED OTHERWISE 5121N6 PER B.bE= 'S• SPEGS o V ER MIN . 7 a 8L D6 • PP PER- /ICs"O.s,B, SHEATH WC, I'L "o.c. FIELD- TIT UNLESS LNOT EDOT HER WISE 2 104 4 1 - 41 15AA CONT. ?Toe BfILKFILL F(3a'iM It " ; OF WALL �' *4 V E= RT I(A LS co I (o "e Cp IL. VAPOR c;1iY () Ii.01LA APPR" -° AUG 9 p 1999 4, yt.1 DBE\ RECEIVED CITY OF TUKWILA JAM 2 1 1999 PERMIT CENTER J NO. PLAN NO. Ie E I■a :WOOD! CONIMMION NA 1.01(1 I. . 10 sill rir girder. toenail 1.4td i 2. lkidgMg . jc.. tnen. each erW 2.gd 1 1. ( x 6 (, - morn v 152 moot sublkow oak. to each Moot. lace nail 2 4. Wider Thad 17 x P 125 onno x 152 nont soeldhow to each mist, face nail 1 KO 5. 2' 151 most sublinor lop.. girder. Mind and fats nail 2. 00 6. Sok plow hop. or blocking. Hp. fa ce nail trot al II... IN. nunlor Sole plate tops. or blocking. at braced wall pane, Lind per 16 vornt 7. TA, plate to mud. end mil 2.. R. Stud to sole plate 4.44d. locnail or , lexl. enil nail 9. Double .4 face nail Ind a1 24 (410 (nmlor 10. Doubled .0.... typical I.. WI Ihd ar 1, Double top plat.. lap HiliCe 8-1,1 II Blocking heiween Misho too rafters to, top plait. toenail TA, 12. Rim hoist . lop plait, toemil 6 (152 rornt.t. 11 Top pl., la, and intersonions. face nod 14 C.a... hanks Imo pieces Ir. ;0 I, (4111+ nin11 c along each cdge 15. Ceiling Mists ho plate. Memil LI. 16 Comment. loader in stud. toenail . 4.8t1 17. C7eiling joists... over poi...cc mot .t.lhd IR. Ceiling joists lo parallel rafters. lace nail 11,1 19 Rafter m plate. Ioesell a " 1.oht 7 1 (25 Inn') bra. to each stud and plone. face nail 21 2-bd 21 I' x R (. awn x 203 nom) sheathing or kto to each hearing. face nail 2.hrl 22 W., than I x R (25 mon x 203 most sheathing to each hearing. /cm nail 3 23. Botih-up corner oath tod . 2 ,- mt0 rono tt c 24 Built-up gird. and beams 2' at 32 (91) inv. o.e. at top and bottom and staggered 2.20d at ends and la each sotoc 25 2,51 me. planks 2.. as each beacons 26. Ohsd structural paacts and part. s rob' Sub.°, and watt sheathing too loasning), V: (12.7 rnm) and IAA 6.4 ' ' (15 mm- 19 um) 'is", (22 roun-2.5 mmt. nd ' Combination, subfloor-tooderStyrneut (ot fianungt s k . (19 moo owl leas brF 41 (22 non-25 OMB ta. I . . - -01. - tri mm-32 moo) III,K Old` 27. Panel siding (10 leansiagy ./2 02 7 eon. m lest hr. AM 23. Fiberboard sheathing, f rt (12.7 Inm) No II pa. nu* NI, to go'. N. Ilga No It se.' 29. Inter. paneling Vol" (9.5 nont Q GENERAL NOTES - 1997 UBC 1. Contractor shall verify all dimensions in the field. Any variations from the drawees shall be brought to the attention of the Designer or Engineer. 2 Adequate shoring and bracing of all strut:eel members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. FRAMING NOTES FRI. Frame nailing to be in compliance with ABC Table No, 2341-B-1. FR2. AU wood =posed to weather. such as wood used for deck framing, including decking, railings, joists, beams and posts shall be pressure treated of wood with natural restate to decay. FR3. When decks, landings or porches me more than 30 in. above grade, provide guardrails not less than 36 in high. FR4. All aide spaces with 30 in. or more venial height shall be provided with an access by 30 in. The opening shall be located in a condor, hallway or other readily accanible location and have at least 30-in. headroom per UBC Sec. 1505.1. If an mein pm:trans the garage ceiling, the occupancy separation should be maintained with a self-closing access, per UBC Sec. 302. FRS. All corridors shall not be less than 36 in. wide. GARAGE GI. Provide an occupancy separation between the residence and the garage with materials approved for I-hour fire-resistive construction on the garage side. Garages and carpolts with living area above shall have 1 -hour protection for both ceiling and mammal members G2. Doom between the garage and residence shall be 1 3/8 in. solid core wood door that is sta.141....sin and lig and have a the protection rating of not less than 20 minutes. G3. In adcm to the garage-house COMM= wall, the walk and pea upun second floor framing shall have 5/8" type "X" gypsum board on the garage side of the wall. G4. Posts supporting second floor framing will need - column jacketing" per UBC Sec. 704.2.5 to protect the - fire resistive" material. As an alternate, heavy-timber posts may be used without 1 hr. motection (min. size 8"x8"). STAIRWAYS Si. ” 1.4006 - Apit.G UallierStrila shall have walls and soffits (on the enclosed side) protected as required for I-hour fire resistive construction, S2. Stairways b have a Maximum rise of 8 in. and a minimum run of 9 is bead room minimum of 6 feet 8 indent, minimum width of 36 in. Handrails to have ends returned and placed a minimum 34 in. and a maximum of 38 in. above tread nosing. The band grip portion of' the handrail shall not be less than 1 °A inchea no more than e inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handmip shall have a smooth surface with no sharp corners. Handel" projecting from a wall shall have a space of not less than 1-% inches between the wall and the handrail. S3. Intermediate rails of the stairway guardrails shall be spaced so that a 4-inch diameter sphere cannot pass through, per UBC Sec. 509.3. HEATING SYSTEMS ID. All firma dull be Labeled and listed by an approved agency and installed per listed specification. H2. No warm air furnaces shall be Metalled in a closet or alcove lass than 12 ineho wider than the furnace or furnaces installed therein with a minimum cheer waiting space not less than 3 inches along the sides, back. and top. 113. Appliances installed in garages or other areas where they nay be !objected to vehicular damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of such vehicles. H4. Every factery built chimney, Type L vent. Type B gas vent or Type BW gas vent shall be installed in accordance with the toms of its listing and manufacturers umtruedon 115. Furnace air ducts in the garage that pass through the lives/apses common wall shall be No. 26 gage steel or thicker. 1116. Openings around gas vents, duos, pipes, chimneys and fireplaces at ceiling and fl keels shallInve fweblocking, per UBC Sec. 708.2.1(4). H7. Provide fnebkoking at 10-foot intervals in the wall both horizontally and vertically per UBC Sec. 708,2.1.1. MECHANICAL AND PLUMBING . Domestic kitchen range and clothe dryer vents shall be of metal and have smooth interior surfaces. Exhaust ducts shall tetminate outside If the building and be equippe with back draft dampers I.eeth limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet including two 90 degree elbows. Two feet shall be deducted for each 90-degree elbow in aces of two per UMW 504.3.2. MP2. Water closet compartment mieimuo 30" wide with T clear space in front of stool. MP3. When,cpaum wallboard is used as a base for tile or wall panels fur tub, shower or water closet oireparenent 11s. watoelesistant gypsum backing board shall be used. Ceiling framing mint be into. 12"oc to aspcet water restate gypsum board per UBC Soc.2512. MN. Water ekeets not to use mere than 1.6 gallons per flush per WAC 51-46,47 402.3.1.2. MPS. Strap the water heaters at points within the upper 1/3 and lower 1/3 of its vertical dimension. Loam. points shall be minimum 4" above controls per UPC 510.5. MN. Showetteads to have e maximum flow rate of 2.5 gpm per WAC 51-46-402.3.2.2. PdP7. Provide non-removable type backflow prevention device at all hose bibs per UPC 603.4.7. MLP& Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE 11. Ind= design =poen shall be 70 F for heating and 78 F for cooling. WAC 51- 11-302.2.1. 12. Provide ban insulation when the ceiling Mope is greater than 3:12 per WAC 51-11 - 502.1.4,5. 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2. MISCELLANEOUS MI. A smoke detector shall be installed in each sleeping room and at a point centrally teazel* in the corridor or area giving access to each separate sleeping area When the dwelling twit has more than one story or a basetnas, a detector shall on the upper level, except that what the lower level contents a sleeping area a detector shall be placed on each level. When sleeping moss are located on the upper level. a detector shall be placed at the ceiling of the upper level in close proximity to the mammy. Where the ceiling height of a room open' to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more; detectors shall be placed in the hallway and the adjacent room Detectors shall sound an alarm suable in all sleeping areas of the house per UBC 310.9.1.4. The required detectors shall receive their power from the building wiring and be equipped with abate:sty backup per 1R3C 310.9.13. The detector shall emit a signal when the batteries are low. NI2. Provide minimum 3e landing at all exterior doors per U13C See. 1003.3.1.6 and 10033.1,7. M3. All exit doors shall be openable from the inside without a key or special knowledge efflat (a night latch, deed bolt, or security chain mounted at a height of 48" or lees above finish floor may be provided) per UBC Sec. 10033.1.8, excepthin #12. M4. All skylights shall be toasted at least 4" above the plane of the roof per UBC Sec. 2409.4. The sloped glazing and Barons provided should mist snow and wind loads per ur ch jg s 24093 skyL14.,t, Tts,pegiA FOUNDATION NOTES FOUNDATION FL Minimum 2"x2"x3/16" plate washer atoll be used on each anchor bolt per UBC Sec. 1806.6.1(2). 1F2. Interior sued bearing walls may be supponed by isolated footings The width, length and depth shall be 24"x24"x6" fort-story 30"x30"x7" for 2-stories and 36"x36"x8" for 3-stories. All piers shall be placed 6 feet on center maximum. F3. Provide 18 minimum caerl space under wood joins and 12 under wood garters or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum 18"x24" crinvIspace access 1 Fund* entwispace ventilation of minimum 1 square foot for every 150 square feet of under floor arm 1 Pomade:ion walls enclosing a basement below grade to be damp proofed by approved methods and materials. 11. An footings and slabs shad bear on undisturbed soil or fill compacted to 95% Modified Proctor. Flt. Assumed allowable soil bearing promare -1200 pet F9. Slabs: Perimeter insulation installed on the inside °idle foundation wall shall extend downward Man the top of the slab for a minimum of 24". Insulation installed on the outside of the foundation wall shall meted downward from the top to the bottom of the footing. Theemal breaks shall be placed in the slab between conditioned and unconditioned spaces. • Fle. Ground cover Gould cover of 6 nil Black polyethylene or approved equal shall be laid over the ground within crawispaces. The ground cover shall be overlapped 12 min. at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl/maces lithe 01%0o list a concrete slab floor with a minimum thickness of 3/ F11. Duct constnoction: All heating ducts unconditioned shall be insulated to a minimum of R-8. All ductwork seem joint. both longitudinal and transverse shall be taped and sealed. Non-recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R-3 minimum. STRUCTURAL NOTES 4. Floor Load 5. Deck Load 6. Soils CODES AND SPECIFICATIONS I Uniform Building Cods - 1997 Edition 2. ACI 31843 Building Code Requirements for Reinforced Concrete. 3. HILTI Fastening Technical Guide. 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA 1. Wind Loud - per Uniform Building Code - Method 2. Basic Wind Speed e. 80 MPH. Exposure B 2. Seismic - per Uniform Building Code Zone 3, 1 1.0 3. Roof Load - DL 10 PSF LL 25 PSF - DL 10 PSF LL 40 PSF DL e 10 PSF LL 40 PSF - Assumed 1200 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI 28 days Grade Mireinforcentent - Minimum 3" cover for all reinforcement except as noted at rosining walls Cr other Mafia 8. Meer - Type S TIMBER CONSTRUCTION NOTES 1. Lumber packs and allowable stresses shall be as follows unless noted otherwise on plan: Glu-lam beams 24F-V4 Ree2400 psi t %" Nticro-huns E-18001isi Fbe2600 pi 2 11/16" Piellarns E-2100 F1,3100 psi 3 Vt 5 % & T' Parallanis E2000 km Fb=2900 psi AITC Certificates for the glu-lam beams to be provided to the building departmem 2. When header interrupts top plate. 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 notedin the shear wall schedule. All exterior wait shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common (0, 6" oc, UNO. 8d common nails shall be 0.131" Ox 2 'A" minimum_ 4. Floor and roof diaphragm nailing shall be 84 common (0, 6"oc at all supported panel edges and 8d ga 12"oc at intermediate supports. TABLE 2341-13-1--61A1UNG SCHEDULE I COVIrTnn ,, hnn toads May be 11.. Mel* where other*. atMed. :Nails owed at 6 Niches (152 taro) nn center at edges. 12 inches (31. rnml at • te mediate sti,nr. except h inch, (152 moot at all woo,. wheoe spans are 49 inch 021 nun) or Moir FOI nailing of wood Ortmoural panel and p.m:bo db.,. and shear walls refer to Sem roma 2315 33 and 2315 4. Nails . veal' sheathing may he common. box or c.a.. 'Common or deb.. shank. .Comenno. 'Deformed shank ""Corrosiomtentakni siding caning nails conforming io ohe uements n1 Section 2. 1 'Fasteners spaced 1 in.. (76 tom) on motet at exterim edges and 6 inches (152 mml on tartlet al Mier... supports r-CdrsosioAresktiont roofing nails with :tow. (II mm) d And 19)-inch (38 ram) length for brim mm) sheathing and 1 'r.ioch 144 mm I length . 7, rss-inch (20 nom) Meathing...onning to PIA... of Section Thl4 3 .C.neroninaresisourt VapkIt noonermri -inch (II non) crown toold HA-Meh (29 mt. length kr (12 7 mmt sheathing and I ',inch INK romt lengoh for 7 -'1.-inch (20 mall sheathing conlaralg to the requiternents of Section 2304.3. wpporb . h.04.. 4404 nun) 21) inch. (5011 nom) if semogth eats to the long dim.. of the pea, e.t.a otherwise marked). Casing or AMA mils .. .aced 6 inches 052 non) on panel . 12 Md. (305 .0 at imerrnedime suppoets. "Panel supports al 24 incises (610 ounl. fin. nelle spaced 6045. (152 mutton panel edges, 12 Inch. (305 non) at imemoediate supporis C& APPR° pAIG 3 0 1999 --FiTTLomG tvis RECEIVED CITY OF TUKWILA JAN 2 1 PERMIT CENTER RECEIVED CITY OF TUKWILA JAN 2 1999 PERMW CENTER