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Permit D99-0065 - Dreamcraft Homes - New SIngle Family Residence
City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: 334740 -1265 12019 46 AV S NSFR DEVPERM V -N 001 North: TUKWILA IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: MJFHOI *092DA DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: TUKWILA Slopes: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D99 -0065 ISSUED 08/18/1999 02/14/2000 DWELLING 1997 NONE .0 DREAMCRAFT HOMES 12019 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 A NEW 2,280 SQ FT SINGLE FAMILY RESIDENCE AND A 644 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITES INCLUDE: LAND ALTERING, CURB CUT /ACCESS /SIDEWALK, STORM DRAINAGE, SANITARY SIDE SEWER AND 3/4 PERMANENT WATER METER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 205,524.40 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: Y Cut: 105 Fill: 105 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 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: $ 3,063.13 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OCCUPANT OWNER CONTACT CONTRACTOR Permit Center Authorized Signature: _ 2i1 Signature: 416( eL(411-z--- Print Name: _ . 4LC f( This permit shall become null and void 180 days from the date of issuance, or For a period of 180 days from the last Phone: 253 859 -9697 Phone: 253 - 859 -9697 Phone: 253 259 -9697 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. Date: _ I_ /?r7 r if the work is not commenced within if the work is suspended or abandoned inspection. Date: I Address: Suite: Teri'ant: Type: DEVPERM Parcel #: 334740-1265 , Permit No D99- .0065 Status: ISSUED: Applied: Issued: 08/18/1999 *********.************************************ * * * * * * * * * * * * * * * * *' * * * * * * * * * * * ** Permit Conditions: 1, '•'Any exposed insulations backing material shall have a Flame ;Spread Rating of 25 or less,_and, material shall bear identi- fication showing the fire performance r:ati ng thereof.. Notify ..the` City ofkw Tui,ia; "Building `D;iv`i's3i* ,prior to placing any: - concrete° °" This procedure is ; in addition to requirements fospecial «inspyeption.:• • No changes will ' be ..made t'o rthe •p ans unless' <`approv Engineer and the Tu wi1a - Building, Division. All permits; inspection records, and 'approved'pl.'ans, s ava i l abl a ri , at ,the ,job site prior, to the start of any . c structdn; These documents 'areto •be maintained and , able u4,i 1 ,,f ina,l inspection: approval , i s granted , ..; • 'El ectr,i ca l'J permi t sha141��, be , obta i ned through the Wash i ngto :State; D'ivision of Labor and Industries and all electrical wok tiWi l l be inspected by that agency (248-6630). • Plumbing ' permits shall - 6e-obtained through the Seattle-Ki 'Coun,t<�' .De artment of''Publ.ic :Healt .:,,, Pl umbing will be ,Y p h - inspected by that= agency;, `'including '�:al T ,gas- piping (2 96 22 y' t All , m ca l work sha'l l be. -under separate: permit issued b the `, t "of TUkw i l a' s , : Ci .._ 8. =All ,Construction . 69" 66 done in conformance with approved :pl anC and ,requ.i rements <"of'"the Uniform Bu'ilding Code (1 Editiipn):4as�::amended, Uniform Mechanical, Code '(1997 ,Edition) and Washington State Energy Code 9'. 'Valid ; ty of =Perm"it '. The issuance, of a' permit .:or approval' a p l ans °spec i f i cati ons, and computations shall,no,t be con' - :str.uedAo be a permit for, or anapprov ; l of, `any violaticin.� of any ' y " oi' the provisions of the - <bui lding�code {'or af °any other ordiiiancof theojurisdiction. No Aermit presuming give authority to 'violate 'or n . cacel the provisions, of, this shall "�e code p valid 10. There shall "bye -no occupancy - •.of' the ,bu i`,l d i ng (s) unti'.1' :the final inspecti'onhas been completed )y °.the Tukwila'.Building Inspector. 11. Anchoring -All new construction and substantial improvements shall be anchored to prevent flotation, col lapse, or lateral movement of the structure. 12'. All conditions associated with BLA L96 -0077 shall apply to this permit. 13. Temporary erosion: control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities 14. Land Altering (grading) to be carried out in accordance with the plan dated 2- 18 -97, approved on 4 -23 -98 and revised on 3- 30 -99. 15. The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant riroceeds at their own risk, as the storm drainaae system construction sequence Is. deterrnined by individual`: lot ;owners. The City will not Install the storm drainage improvement identified on the plan dated 2-18-97, approved on 4-23-98 and revised 3- 30 -99. If applicant desires to complete any or all of the storm drainage system the City. wi 11 issue a separate permit for work in the right -of -way or on an adjoining lot if easements are secured from the lot. owner. 16.. The sidewalks shall' be installed per plan dated 2 -18 -97 and •approved on 4 -23 -98 Any curb cut access shall be done per • City of Tukwila's`Standards. • ' Driveway width shall be a 10' minimum and 20' maximum. Slope • shall be a maximum of 150. Turning radii shall be a minimum of _ five feet. ,Driveway shall be paved w i th i,n:..30.'...,o:f :right -of -way . • ,Driveways shall ::be paved = - Forst a triimutt.`_di of 20' from the edge of exi sti ng' ro. pavement 19`. Hauling: over 50 .4 :shial l requ i're application .fora Hauling Permit. prior td riy °' a: assoc`i ate:d : act;i vi ty New constr and substantial im}irom veent resi dential` structure shall have :the ; lowest, floor;: including 'basement elevated t& a minimum iof .one foor 'above .;the level. 'base f/tood,eleva'tion. (100' ,,year) :All buildings will be c'onstructed ,,and certified as built a or above elevation shown on approved storm drainage plan , 'date,d?`2- 18 -97' and approved on' f4 :- 23 - 98. (NGV Datum 4929Y • Enclpse0areas.ro be l ow the - lowest floor shall be designed;' . to ;automatically ,equal,ize hydrostatic flood forces. A minimum lof two openings having ' a total ` nets ar.'ea . of • :not less :;than .one :square Hell° fora; every squ are;, f - o f encl osed areas sub j to ittoo,ding shat 1 be provided and with the- :bottom of all openi;ngs rjo h igher i.han'':one ;foot 'above ' grade . Openi ngs may be equ�i p.ed with '`screens, - l ouv'ers, or coverings , ,,or devices -prov ided that the 'permit the automatic entryrand exl t of :floodwaters. t, , 22. The City of sTukwi la has an undergrondng, •ordinance frequarin the po n►er, te,) ecommun i cations , and 'cable ` l'i nes .;be under0r,,.ound' from the point of connection on • the ,pole to''t house 23-. Downspouts, .driveway,: patio and. drainage from 'other Impervi areas ; sha l 1 , ,be collected in an : on -site '`storm;: drain syst Drains shall be 4" min,. .,di "ameter, schedule 4b ::or.. corregated poly`'ethalyne pipe with a smooth "interior wall.:`: °..,NO ADS flex - .;pipe.:•:. Drain shall be ,:laid with a minimum 1% slope „for gravity discharge to location` :approved by Pub) ic;;,Works Dept. D'o-wrnspouts shall::: not connect to footing drains.'- .Footing. drain and ,downspouts may share a single discharge pipe •idownstream' :of,: the`': lowest footing drain. 24. The applicant must notify the City utility inspector at 206 -433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. Project Name/Tenant: 'P�l.,A L �O - 0017 i ^ I -� W "I Value o205; Construction: Site Address: City State /Zip: 120 ci 4 (0 Ptve S Luticwi1a qrmi Tax Parcel Number: 33 4 - 14o- tabs Property Owner: "Drect_rrN V 4.6 Phone:3 6' c c t,(0.a1 $3 Street Address: a13 E I` t e ��� I/ j wp q32. y /Zip: VI �l �O Fax # Z 2 -OR Dream (�, Gt j -i--L`mes Phone: 3 8aq R (0 q Street Address: City State /Zip: D IS E Vii eeAwv - e(- (O G?'.05 - Fax #: a53 gai 5 2 -CS Architect: n Phone: Street Address: City State /Zip: Fax #: ity Engineer: n ��"� n . Assc a,4t3 Phone: aS3 (03 3 �3 Street Address: City State /Zip: Q 5ct 5 130 PI, Ss 16,_-1- iota Q&uo N Fax #: DS 3 (k' ► 353 Contact Person: Vi G K CIL i/Xa,{riin Phone: (659 q(vq? Street Address: City State /Zip: ( 3. l S E Mt ell, ice0 44 3 Z. Fax #: 2s:3 091 SZUS Description of work to be done: nn JQ II 1 _ p W (' 5� IL Y1 Sl iCl( 'tA.rn-�' Y ..- l 6)(1U) U Type of work: 11 New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: q Sewer El 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: ZZS O sq. ft. Dwelling sq. ft. Covered Deck(s) 124't 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) • ZS Co *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 T`'(WILA Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 OR STAFF USE ONLY Project Number: Permit Number: Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS,SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (AddittonaLreviews shall be determined by the Public Works Department) El Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: _ Cy AppltcaU t ken by: (initia(s) 1 PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: (V . Q, A -- Date: Print name: V t e. Me1r,4.kr\ Phone: 3S5 g 0,7 Fax #:D53 lss 5108 Address: (;31 ,,..... 3 l5 m e el i } i erg �_ w Pi G tcU � , City /State /Zip: ALL SINGLE - FAMILY RESIDENTIA • ERMIT APPLICATIONS MUST BE S 'MITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY ii ,EGISTERED ARCHITECT OR PROFE.,SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ El 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. El ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ El Foundation plan and details ❑ ❑ Floor plan El El Roof plan El ❑ Building elevations (all views) El ❑ 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. ❑ El 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. El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPLRMIT.DOC 2/13/97 * * * * * * * * * * * * * * * * * * * * * * **********is***************************** CITY OF TUKWILA, WA qq- Q05 TRANSMIT * * * * * * * * * * * * * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800128 Amount: 13,839.65 08/18/99 09:01 Payment Method: CHECK Notation: DREAMCRAFT HOMES Init: TLB Permit Nos D99 -0065 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 334740 -1265 Site Address: 12019 46 AV S 1 Total Fees: 14,871.43 This Payment 13,839.65 Total ALL Pmts: 14,871.43 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code 000/322.100 000/345.830 000/345.830 000 /386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401 /342.400 401/343.405 401.388.104 402.388.104 000/322.100 000/345.830 ' Description BUILDING - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE INSP FEE - UTILITY INSP FEE - STORM DRAIN INSP FEE - SME /SSS WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER-TURN -ON FEE WATER:ASSESS- ALLENTOWN SEWER ASSESS - ALLENTOWN LAND ALTERING PERMIT FEE LAND ALTERING PLAN .0 1 • Amount 1,587.35 20.00 10.00 4.50 15.00 15.00 20.00 60.00 150.00 15.00 25.00 4,166.40 7,641.90 72.00 .- 9717 . TL' 59 dotal iT� `a 2,.6233 U3' This 5, P yni ? 1'7`031 78 : Tota:l . AL pmts . 1 r 031..78 :; * * * * ** t* * * * ** *. * : * * * *;* * * * * * * * * *, * * ** * * *a* * *4t **, * ** * * * * * * * * ** *4 Acc.o,unt, . Code . De cr i pt i pit R m o 'in l 000.1.345.8 PLAN CHECK liES.:' 1, .; PW DCD 1031.7 PW DCD 744.22 PW DCD 762.42 PW DCD 762.42 CHECK; 3300.84 # *t; * #* *1F * * *kir� A. *A A *A':k *.A; * A` *.AhAk * } *A * * * *k * * A ` 4 kt Y OF ..U KWI A`e WA .` + ita► �' 1 K 1N M k: *A* fir #tkk ; ** hAA?kFAr # 4Ah *. * *A!t* AA.* *A t k* A * * * * * * * * * * * * *% �►�da;�l3 T Numb r': ,9800025 Amuutr • 1' 031 .78 02/ 4/99:13 :5 avwenir Method: .CH Cff.;,. Noai.ion. DREAMCR AFT HOMES In its T1.13 ' i ^;rn it ,tsar p A'Ot�S T e I?EVf'ERM DEVELUpi�E�lT �.Etl 4IT: • PNtrcel No 3347 "4 126 e;:Add tt. 12 • • •ject: .I�it iss. R.. •e of Ir�spti cti ...1% al, -�- d ss: o1q- 4CaGiVS DAI i Special instructions. Cf . - �j � L / S5'S, W Date a ted: f a.m. p.m. W !J"-ln' 1 , <.)1 .- '°-? RaTtl /61 ea Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. El Corre¢fions required prior to approval. COMMENTS: 7-716) ud Inspector: J , I Date: / / 2 4 ( Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: 1 INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 COMMENTS: Type of Inspection:) r w A ' p 7 LPL) 1` 11 ""f"-'�� L.A. -� Date called: S r i Special instructions: ‘I... Date wanted: 1/ 2-7/ .... � 4 4 1 Phone: ? 3 6 1' "(ri7 If. • OW C1/4";e& Project: r,. 'f"` Type of Inspection:) r w A ' p ' [u /tszt. Address: Pt) 1461 :.S. Date called: S r i Special instructions: Date wanted: 1/ 2-7/ a.m. P.m. Requester: 2 ! Phone: ? 3 6 1' "(ri7 lic Lf 5o wAAn 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1) `1- 04 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 SAS (206 )433650 S fl Approved per applicable codes. Corrections required prior to approval. Inspector: 6U Date: 1 1 C0 ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pro T .y{., Inspectio' Altsbo i le o , C____(,)/--- Q -- r : 77 . 14 ' pecial instructions: �/ti ! • / 7 Dat• nted: 41. a.m. ALokb � 7 $ i ti / NNW' �1- C 7 ' 4, 316 --b9 M I Approved per applicable codes. Corrections required prior to approval. COMMENTS: C____(,)/--- Q -- r : 77 . 14 ' r4 — 6,., )7, 1,;,,e, ' Av '/ ti / �1- C 7 ' 5 S'Ci 4* -61,14 ! 'I ` 5 6..m,/',J / ?L.w4. 4 ii �1/419/.4.40? A Cr is ve ;Asti / 1 • INSPECTION RECORD Retain a copy with permit INSPECTION NO.. ii CITY OF TUKWILA IUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Inspector(/ o Date: 1 2 7 0 $400 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /I Type of Inspection 64 Address: Date called: Special ins ructions: . Date wanted: /2...... a IL �I Requester C.f Phone: , INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 proved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. tti ctilAi TA/6-- COMMENTS: / / 4.41 4//1L_ I $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must b: paid _ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: n rn eck ` . ��0 "t type of �A � a on: Wax a i Address: Date called: Special instructions:_ r t Date wanted: a.m. = Requester: �� Phone 11 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: /si G a.L c .U' 77 C .dg. . Inspe �,� /Z/ Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projectij tgeo.n9 & Tyfrition: / ailli mo fr vie. Address: /1 P 20/ I I kl, Date ca ed:/ 2.9 ) , ", Special instructidns: /" I Date war;t 30....? 4 , a.m. p.m. Requester: 0 / 77 e•-e. 4 ,._ Phone: • 1 • INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 COMMENTS: • Ve 0 I 1 -41 Ci2, I C.47.11 1 C4 5 _ 40y 141. $47.00 REINSPECTIO FEE REQUIRED., Priorto inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. Ei Corrections required prior to approval. pr Tp 4 gP�c'fid • Ad q � 4� S D ate called: X4/99 Spccial i structions: o f� Date wanted: , y olq a. j nester: Re q p Phone: 6R 06,5 /6 biz2. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 63 Southcenter Blvd, #100, Tukwila, WA 9$184 (20 43 PERMIT NO. COMMENTS: (4/a . Liedwf rid c4_ ::rte Corrections required prior to approval. $47.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P tly& of Ins ection: . M v e? m mit. 6 Date called: V is i el J .Special instructions: Date wanted: // p.m. I / /q l Requester: Phone; 316 lJo.7€94 I NSPECTION RECORD Retain a copy w ith permit' INSPECTION NO. CITY:OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,sTukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: OA yo /A./S c%q* U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ''' re d4 €c ' ..7Z4 of Inspection/' ' A4 0 , - . 1 11/ - - -TV /57 /47 Z-4 1 i49?e 7740 v,g-4/, 4 . 7 0 (bate called: 11 / f /+� I Special instructions: 0 7.--7- . 6,7e" 4-, Requester: Phone k_.. 3 16' _ (l/ gi ,Uo7 -? . V.5€ r,C /Se/ 7 ?7B,(. ,.,9f ie2'e t" /r'=- A'Jrf/ ..V9 4-'0// V oG7 - ect: of Inspection/' ' A4 M g , r [ � 3 �� (bate called: 11 / f /+� I Special instructions: Date wanted: j ��� i a.m ''. 1177 P.m. Requester: Phone k_.. 3 16' _ (l/ gi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouThcenter Blvd, #100, Tukwila WA 98188 Receipt No: INSPECTION RECORD Retain a copy with permit /7 9? Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Project: - Type of Inspection: Address: d` 0 / q q �4°e. ..Date called: � - /�I � / Special instructions: Pe I-7 Date wanted: a.m. i 6 Ff p.m. Requester: !!! .�1 Phone: INSPECTION: RECORD Retain a copy with permit INSPECTION NO. , OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: qft If o 72) 16A k Inspector: Date: Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: D rearncra f + N ornes Type of Inspection: b C J Address: 12019 L46fa, . Ave $ Date called: l ' o - 21 -9q 1 • Special• instructions: Lof 17 Date wanted: a.m. to -22 -91 Requester: I c. Phone: 206/3(36— 6722 INSPECTION RECORD Retain a copy with permit i``.INS'ECTION NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 •Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: rn.,f.� y„ JJA q s 7� etetiAik. d 5, g, Ig §p'ector: 6‘.1 Date: 0/ 02/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No: Date: P ct: Ty •; o spection. ",/ Addre �/ ,� 1 7.O j 'VC.) Date Bled: 0 .vv, 9, Special instructions: Date wanted: 1-6//9,4 / / / 7 p.m. Requester 4 Jew Phone: CO - 3//. -67 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA8d cei Q ,�6�70�� A i 4 Approved per applicabie'ciiies. , a Corrections required prior to approval;'. .v COMMENTS: . } Ii i.40.// $47. ' ' EINSPECTI • OA REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: Drearvtc raft I s Type of Inspection: S 5 Address: . :12019 46.1-h Ave.. S..-- Date called: t o- 1S-9 9 Special. instructions: Lof 17 Date wanted: D ! b � Q � p:m O l l Requester: AI e c Phone: 2 o6/39b -- 6722 -INSPECTION NO. INSPECTION RECORD Retain.a copy with permit ITY OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila WA 98188 :Approved Per applicable codes. Date: PERMIT NO. . (206)431 - 3670 Corrections required prior to approval. COMMENTS: sy (4 I ON)) (1) QA-1-4 b, S5 S k// 4-rnv■ 0 rent T ai To ∎AT tw& 1- g(0 - vie3 Lty 04 (v 555 A46 5eg- 0 4,t- 16 , /2 46th Sa A719' Inspector: / / D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: l �! 9 1/ 6. f' eint„t - 6'‘ A/c 6 S� /C)C)LF f -d IV ,..500204r l I1 AoliA ii 4. , :kV /g. / /2evi 51,1% /2 I9 c /y4 pkk T.. -t: f j /r) e) I_ F 2 4 , a a Date wanted: t { � iJ. � 14-/ 1 /L/ 4 d1 73' Phone: Pro' ct: r 1 Type of Inspection: Address: ` j /Z rq /4 S' , Date called: 1 O/ I ?)h. 9 Special instructions: ,1 (a • ( 1.- ? n !! a Date wanted: t { � a.m. p.m. Requ t a Phone: INSPECTION NO. ITY:OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per app cable codes. • r INSPECTION RECORD Retain a copy with permit 1 Inspector: c,r Date: io fi 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: (206)431 -3670 Corrections required prior to approval. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, " #100, Tukwila, WA 98188 Special instructions: Approved per applicable codes. 0 ENTS: Inspector: • INSPECTIOIJ RECORD Retain a copy with permit r Ty • - pf In pection r, PERMIT NO: (206)431 -3670 p ne < /(J '.- fQ Date: Corrections required 'prior to approval: D $47.00 REINSPECTION E REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ‘i Date: • It- t: / 'tii4 of Inspepigrk: ... 44V/el P0/1 A 123: I 1 z i A 5 Date cald: 0 .4 0 / 91 Special instructions: Date wanted: Requester: 44,/ ri (e.-e---• Phone: gob' 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 COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval. LI $47.00 REINSPECTION F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd uite 100. Call to schedule reinspection. Receipt No: Date; Project: ryl Typernspe to, Addr �, FN C7 eD L I(Q. T IV called: ho lc3` Special instructions: Date wanted: Requester: A t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 roved per applicable codes. Corrections required prior to approval. COMMENTS: ti 0 $4 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: PERMIT NO. (206)431 -3670 ; • ' • s • Prinklers Fire Alarm Hood & Duct Halon Moni tor • • :- :'Permits : . 1 Fire Department • ! • .• • • • . • 1 • • • - ' • . • 2 . .7.. • • Authorized Signature • • • ' .' C • • " • ' ' • . -, .„..FINALAPP FRM ••• .1 , 9 • „ . • •.• ..„ . TtJKWILA FIRE DEPARTMENT ;1 'FORM • „--? ••• a or.,:•■••;$'1.' • Fire Chief Thomas RICee Permit'No. 99- ow/ • • • - I "' , ;•• : 4 ":1: • S tT£ Lo - r BLA No, 1-96 - 0017 DKEAMC,R.AFr 1kbW d, 253- 859- 9097 L AW, CANTERWOOD 3cAq (2 ZQo) d I I =20 •13' 11' {'KL u 1SI Ak 4 +L ' Sri ;, �. • J 9 v wAtc kAAkl v n 0) 1,ok 1 I7 I Dc 16 4tet ct Torch N lo g \ ■ 74.52 52 I0' co et 3q' FFi 13 •s %" sAniThr∎I 1 %4 — o' ... 35 1 37' 74� 5i' \ p 14' qt tate' 4)P 1 5 /1 ♦ • ' O --! r / Foa MASSS A4,JD KT1 LITIES , ■ I334 • I.e' a 41 i +44* CITY OFETUKWILA ,IAN 2 1 p m PERMIT CENTER i ' 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils 7. Concrete • 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 =10 PSF LL =25 PSF - DL =IOPSF LL = 40 PSF - DL =10PSF LL = 40 PSF - Assumed 1230 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wail 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 • 31/2, 51/4 & 7" Paraliams 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 wail schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common Q 6" oc, UNO. 8d common nails shall be 0.131" O x 2 1/4" minimum. 4. Floor and roof diaphtagm nailing shall be 8d common a 6 "oc at all supported panel edges and 8d a 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES `,•• 1. ' All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =1200 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engine RECEIVED CITY OF TUKWILA FEB x41999 PERMIT CENTER • -0pw oqq--oc(45 4 2 199 Lt. C.. Co untp�,� a�� G Q.1/4c try a i (. c o on �s I Ij C '3 Z ¶S5 Co (L 12,0o Q S F S o t.. i) t!. -{D k 1, �1 �9 t CC) C*-S w c - k CS L G V t c- guy. �.cr I 1 cat, (,Ito 2 c)) 14631 4 t - I S ` 5,06- T v C � ' Dz. 12, 4r6 $ Q : V> t• c. rC... 1 1 1 11 ■ N _ . 1� � � 1 t 07c - 1664cr 12Q 4t) = g3 $ K 12. (6 e ) Far To6,)-c z io ins \t 1D C71c.W • _ tTh L. c0occ5 -+ ' fit T2 EV11 00, _ Svc,, � o c OMNI Y t. 0)04. - 3-t - 13 )0,56)% 5-4,o 1(0)(2-34-22_3(to) 4 1(0)(2-34-22_3(to) �d U . c 103e. Vi7A,01%e.: Ia 4gC1u t�CT4)Ac� - Cy4•Lt 1:7- Oro So ■s77 C. 6t' ; 1 k'2..'.) N 6 \(07.,0 f ColA.4- � g B +9 - t5 +54- 4- - 57sY*0 = 115) vtt I - - ( l z L %,y71 Ir-r /1-3 w0100 Stoc Sloe tonIJO XV6 1"k-C. c r w% t--)9 R. HORN ASSOCIATES 11624,5 2-C = - 2o.Zwo // 12- klo (7 ! S *5'a, /D V" Cates - c " 2-ZS. < t/ 25954 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 C OU zYCT1.4 I 2.4aC2.ii -1 S7$(tz. 2 .0 - C 2.4-c I?..) 4- $ ekksr.te. n.„ C. s b-, l'?.hmd rp S r S. c- _. . C,q-r�. I Zov irw IL/2-04 LIS 1,-.1e L5 Ica 5.9 Arr 5 . L 2s CZ 3 CM) . L' ►�-� -� 7- 9O �Se %.° = 3-6;,‘s&-)c t o "► I Loc.) 0 l0 r I ° o oc a v Zn sot 5x3s ? 2, 3 (c17 ) /J Cv 6 7°3* 3C° Loi 2-7 x 2--5 x 1D `' - �.3 = 36 1 ,c 3(o Za.k zy ". S an_ 3c5-4 It 1 5 c` 217. LSo -2 1-95 2 [ • •:, ! _,__L,,,.b M .i -® NO t•LOiO O iSrs ,c. "w•._•rxfic►L.. _. , . ; , --0------ lb ....- 4--..P e I 1 71 I4 _:-v 6100 r , 1 . t _ c t r _ + •`1� I-'1-1----11..-1-----11 r∎ t 44 e%i -L . S. • t mil, r -1 r ... r 1 r • ' r : 1 .. L.L $. - - 1 L 4_ 1 • • LI • S i / ' a td"!o''.t3' t 1 211.41'O' : _ 1 i_ . , f' „may 4 1,1 ILOVID 1 LI►7[RS O I " ,s'- 4 . ', 4 . to% 14• c M' , , tw•tt.17 .1f 1 r - 1 4- -1 - I I - I .1 ..1`o oh. • / tw`pp . L SM OL M 1r— w Pu fi•. MT ►Ot + =)I to 1- '10M►soN' 4. HP..N V l's co" 12 44' 141444014 IO' �a G PICKS C 12 ° I '1=0' j z4"12!(1- C.- 64'. / %. oh R) Pf0v101 1 -'S %MPSON' a4Pft.HD 1.1'S FOR WM L R.►• 02-CAR t:NtN.e OPTfOrat. S -CtR &ARPGE i0 '- o „ 8'• 's• • I,:,'4; 10'•O' et. 6mR) 2 •'SIMPWON' • Z ' •O PO R SAY 4.4 IN iarill111111•ii+ _ 44 cf.R) FUN ATIQN PLAN HP...1027'S t— . 2 •'$IMPSON' . MIAMDl1'S ce_ 11.011 1 SPADE tea `' 1- POSTS- 4.* Hort 64/45g, A IMAM SPL►6ES ►tales- ta^I/':e a+wRPT WMLR• MOTU) KRw+f WMEAR O? O VATS- 14 • ces tog t,10'f E 3 • 7.8 b1.OGKIN6 1(p. m -DO NOT TURN Pt.:( &J D. • w , 21..■+•T L os.�g p.� 4RPL∎t3 -cm 4 2- ZS w cvs. r *a- I�1 ` C42 o.iv e C'"e= . C t `c t Q.Et: t "re) ��s 4 1,0%.0 w r o . %. •� +Z o w• V .. ^ eprPiv1. 'tee,. Ore 1/4..p Cn•..� t ` �Y� -t . k *S 46 Fc `1 1 L -O 0-0' N.3 0.4.s TE1j %( -S P%b ( Zl s- 4> � 9 up' /Td 10 ! "7i.1 • FA" CM-3T. fa. - l s LOg...*z,. F; t 13ay. I5,lt . 6,10 «zDf or._ 11(o k r(-(4/ %" oo ta 4g- 7 4. 4 r 2 39 OUR NEW AREA CODE IS 253 EFTECTIVL r ; 'DtL *C.teci * Z.ttd (Z IS4 kepi') 6 P k9 cv013•K r . 1 O - ►(.0 — ' 7 oC`t 8%Vial) v. t0.01 * / 1' 4 o ( 7 Z) .= 8 (t 4 = ( rp- 2 7 131 S 4,4 = l (o 301. ( = z ( a (si S( (.iI 3$� ( oo, ooc) * Co Qu\"'L"'TL L,1 s Nakt..vsts g� (4„.. I8`V4(s).. 33.4 LSL.Z �o = 125 32) .Ka`g = l; s <sq ' 3 Et; p, R .HORN ASSOCIATES KENT WA 98064- -5102 S.E. 6315353102 INFECTIVE: 4/27117 R.HORN ASSOCIATES 25954 130TH PLACE S.E. P.O.BOX 5102 KENT, WA 98064.5102 (206) 631-5353 04. 03.1997 14:34:20 LOAD: 1 Conc(lbs) 2 Unif(plf) R Horn Associates PO SOX 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206-631-5353 Name: Ralph J Morn Project Name: DREAMCMFT 2280 CANTERBURY Page Title: S- 10,KITCMEN /NOOK Based on Allowable Stress Design (ASO) UIC building code for Custom TJM products Application Floor - Res Load Classification Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dead Load(psf) 12.0 Tributary Width('- ").... 1- 0.00 Class LDF Floor 1.00 Floor 1.00 Begin 3'- 0.00" 0'- 0.00" 1.75" x 9.5" Microllam(TM) WS LVL 1.8E " 10 6.00" " IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design toads, and stated dimensions have been provided by time software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling ccnpressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. The minimum depth size is 3 Pcs of 1.75" x 7.25" 1.8E Shear(lb) Noment(ft -lb) Live Defl.(in) Total Defl.(in) Maximum Design Max. Reaction Total(tb) 2255 Live(lb) 1901 Required Brg. Length(in) 3.03(W) Max. Unbraced Length(in) 2255 1894 < 3159 4711 4711 < 5887 0.321 < 0.350 0.376 < 0.525 Span 1 Allowable Control 32 TJ- Baam(TM) v4.S1 0000 Deflection Criteria (NR) LL Deft t TL Deft Span 1 L/360 L/240 End Live Load 1216 3'- 0.00" 320 SIZE ANALYSIS -'ASD 839 695 1.50(W) Dead Load 87 Add 80 •Add Copyright (c) 1996 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Microllam(TM) and TJ- Seam(TM) are trademarks of Trus Joist MacMillan. Comment Page 1 of 1 MEMO Member Use BEAN Member Top Slope(in/ft)... 0.000 Roof Slope(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A 167% LT. end Span 1 corder Floor loading 125% 3410 Span 1 under Floor loading L/392 MID Span 1 under Floor loading L/335 MID Span 1•uder Floor loading Z. DC: gOu. // . "f‘ 0 ( sL , 334 -L .z 1 mac( /- 1j8< 3 � 2% Iv R-IM � J I IPPC ri nnD s=D n U 11.1/ PI I 4 • I •Vi P►G�L L.V ")4011 4k{oD R N 5 S IG' w TERM E D EAM ay, c, rosT W11H -GA R. GhR/►!. 1I 1 I 11 1 II 1 1 I I I I TERMINATE BEAM • WAL.L. W ITH Z •Cfr• iARP(.E LINE or bp Rl.` E II 11 • KITGH EN CABINE oeoo 1/4" 1 I'_Ol SOLID 15 LOCKIN& OVER EbE. .P.1N4 - TYPIC t.7 a1 F SF 12 `TJ -Bias (TM) vi .62' :trams .0110 R Horn Associates 10X 5102: Kent, .W 10064 USA Phone: 253;631:5353 Fax:253. 631 -5353 Noise Ralph J Horn Project'.Hamst'2280'DREAMCRAFT Page Title:11AS C/L b eased on`Allowable Stress Design (ASD) UOC.building code for TIN products: available.. through Distribut App lication ..... Floor Res. Deflection Criteria ( 8) Load. : Classification. .. .... Floor LL Defl TL Deft ;Load Duration Factor 1.00 span`1 L/360 L/240 Live Losd(psf) 40.0 Dead Load(psf) 12.0 Tributary: Width('- ").... 1 - . 0. 00 LOAD Class LDF Begin Live Load Dead Load 1 Conc(lbs) Snow 1.15 5'- 0.00" 000 ;320 Add 2 Conc(lbs) :: Floor 1.00 :.5 0.00" 2614. 66 Add 3 Unif(plf): N/A _ N/A 0 0.00" ,:5, -: 0.00" 0 96 Add 4 Unif(plf) Floor 1.00 ,.' 0, 0.00" 5'. 0.00" 208 72 Sept 5 Unif(plf) Floor 1.00 5 0 - .0.00" 10, -. 0.00" 200 SO Add 6 Unif(plf) Snow 1.15 5 0.00" 10 0.00" 100 120 Sept Nester User, Nssber Top slope(in/ft)... Roof , 0.000'. Floor'Deckino Repetitive Member Use Reinforced Overhangs.....::: N/A Copyright (c) 1997 by Trus Joist McMillan, a limited partnership, Boise, Idaho, USA. Nicrollas(R) is a registered tradamrk of Trus Joist MacMillan. TJ- Seas(TN) is a trademark of True Joist MacMillan. 10.1611997 11:49:36 TJ- Hoaa(TM) v4.62 217204103 0110 R Horn Associates PO NON SIO2 Kent, W 90064 USA Phone: 253 631 5353 /ax:253. 631 -5353 1.75" x 11.875" 1.8E Microllam(R) 10 -0.00" A . SIZE ANALYSIS -.ASD This analysis 'for TJM products only! Substitution voids this analysis. IMPORTANTI. The analysis presented below is output from software developed by Trus Joist MacNillan(TJM). TJM warrants the sizing of its products by this software will. be accomplished' in accordance with TJM product design criteria and code 'accepted• design values. The specific product application, input design loads, and stated dimensions have been provided by the. software user. This output has not been reviewed by a TJM Associate. The maximum unbrsced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member.. Lateral bracing needs to be properly attached and positioned to achieve stability. Nearing length exceeds 3.5" at bearing I Not all products are readily available. Check with your supplier or TJM technical representative for product availability. The minimum depth size is 2 Pcs of 1.75" x 9.5" 1.8E, for input grade and width. Maximum Design Allowable Control thear(lb) 2645 2174 4 4541 48% LT. end Span 1 under Snow Roof loading Moaent(ft -lb) 7353 7353 < 10263 72% MID Span 1 under Snow Roof loading Live Defl.(in) 0.221 < 0.333 L/543 MID Span 1 under Snow Roof loading Total Defl.(in)' 0.331 < 0.500 L/362 MID Span 1 under Snow Roof loading Span 1 Max.. Reaction Total(lb) 2645 1942 Live(lb) 1721(S1.15) 1312(S1.15) Required Nrg. Length(in) 3.56(W) 2.61(W) ' Max..Unbraced Length(in) 32 Of- -8 , 7 elso.($) C16 33 A-- 671( / Z Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Noise, Idaho, USA. Microllam(R) is a registered trademark of True Joist MacMillan. TJ- Neam(TM) Is a trademark of True Joist MacMillan. 0000 , ' •: - Horn Associates ION 5102. kent, 11■•• NOM USA Pione: 206 6315353 :faX: 206!6314353 • '• ..-: • . „ llama: ilalph 41 Nom 'Project Name: 2154 CNN Page Title: gar c/l IS File Name: DRISCRFT2 lased on Allowable Stress Design (ASD) tic building code for Custom TM products Application ' • ' .: goof': Snow ' ..,: . „: . Deflection Criteria ' (MR) • . ::: • '' Lald'.ClieSifieStiOn.'...' .. . . SnOw.; , : . ,.', . ::LL Deft ... TL: Deft ....... .... .-: . . ...Coed Duration Factor :115 ' - Span '.1:: •. L/360." • L/240 LiVM:LOad(Paf).'.... ....:......25.0'Er •-•:-... - ..: - L/360 1/240. . : . . . . • . . ' '.:iiitm.y.ifidth(i-").... 1. B.00 LOAD- Class LDF Begin End Live Load Deed Load Consent 1 Conc(lbs) Snow 800 320 Add 2 Conc(lbs) Floor 1.00 S' 0 • 00 " 2 • 3 u N/A N/A 0 0.00" 5'- 0.00" 0 4 Unif(Plf) Floor 1.00 0'- 0.00" 5: 0.00" 288 " 16:- (Loos. 200, no .; 5 Unif(p 1.15 0.00" 10 ' ' °'°° lf) Floor 1.00 S'' 0 1, 100 unif(plf) Snow 1. 7 (lbs) Snow . 1.15 16:- 0.00" 10T 66 Add rz Add 50 Sept 4' • Copyright (c) 1996 by Trus Joist MacMillan, • limited partnership, Boise, IdMhO, USA. MiCrollam(TN) and TJ•Seem(TM) are trademarks of Trus Joist MacMillan. • limber Use SEAM Member Top Stope(in/ft)... 0.000 Roof. Slope(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs ,N/A, • 10.05.1996 '23.0S:3S 1.75" x 11.875" Microllam(TM) WS LVL 1.8E " 10 "- 0.00" " 9 0.00" " IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJN warrants the siting of its products by this software will be accomplished in accordance with 'UM product design criteria and code accepted design values. 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. The load conditions considered in this design include Alternate member loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges . of the member. Lateral bracing needs to be property attached and positioned to achieve stability. The minimum depth size is 4 Pcs of 1.75" x 7.25" 1.8E SIZE ANALYSIS - ASD TJ- Beam(TM) v4.50 0000 R Horn Associates PO BOX 5102 Kent, W 98064 USA Phone: 206 6315353 Fox: 206-631-5353 Maximum Design Allowable Control Shear(lb) 3806 3336 < 4541 136% RT. end Span 1 under Snow Roof loading Moment(ft -lb) 7298 7298 < 10263 141% RT. and Span 1 under Snow Roof loading Live Defl.(in) 0.168 < 0.333 L /714 MID Span 1 under Snow Roof ALTERNATE span loading Total Defl.(in) 0.240 < 0.500 L/499 MID Span 1 under Snow Roof ALTERNATE span loading • Span 1 • Span 2 Max. Reaction Total(lb) 2403 7042 1420 Live(lb) 1590(S1.15) 4595(S1.15) 1008(S1.15) Required Brg. Length(in) 3.23(W) 9.47(W) 1.91(W) Max. Unbraced Length(in) 32 32 32 3 33� C .5 z X,: : 6' Copyright (c) 1996 by Trus Joist MacMillan, • limited partnership, poise, Idaho, USA. Microllam(TM) and TJ- Meam(TN) are trademarks of Trus Joist MacMillan. Paso 2 of 2 TJ$EAM0 • 10-16-1 11:4936 Nam irnalPh J Norn Project Nils: 22110 DREJOICRAFT Page Title: C/L 18(A) :;•:1110d:,on'Allinaible'firea Daiish (A$0) IC :building Code for TJN prockacts Wettable through Oisteibutton AppUcatlon Floor isa .. . Load Di:ration . 1 00 0 • Dead Load ps 'Tributary iiidik1-19•-•' 0.": LD: L ve Load :OA 1.00 0/- ciass 00 61. 0.00 200 F111°r 0'- 0.06". 0-00 , 2 6nif(plf) 4T* 3 coria(lbs). ::6^01! 1.15 61- 0.00" -Bean (TM) v4.62 217204103 0110 R Horn Associatos SOX 5102 Kent, IA 96064 USA Phone: 253 631 5353 Fax:253-631-5353 Deflection Criteria ( $) Neer Use LL Deft TI. Deft ' Nester Top Slope(in/ft)... 0.000 Span 1 L/360 L/240 Roof Illope(irVft) 0.000 Floor Decking N/A Repetitive limber Use N/A Reinforced Overheys N/A 100 120 Rept 1073 429 Add Copyright (c) 1997 by True Joist McMillan, a limited partnership, Boise, Idaho,' USA. : Microllam(R) is • registered trademark of Trus Joist NI:Millen. TJ-Seem(TM) Is a trademark of True Joist MacMillan. • • 10'- 0.00" A SIZE ANALYSIS - ASD This analysis for TJM products -only! Substitution voids this analysis. .IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillen(TJM). TJM warrants the sizing of its products by this software wilt be accomplished in accordance with TJM product design criteria and code accepted 'design values. 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. The meximium unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Searing length exceeds 3.5" at bearing 1, 2 Not all products are readily available. Check with your supplier or TJM technical representative for product availability. The minimum depth size is 2 Pcs of 1.75" x 9.5" 1.8E, for input grade and width. Maximum Design Allowable Control Shear(lb) 3078 2607 < 4541 57% RT. end Span 1 under Snow Roof loading Moment(ft -lb) 9444 9444 < 10263 92% MID Span 1 under Snow Roof loading. Live Defl.(in). 0.275 < 0.333 L/436 MID Span 1 under Snow Roof loading Total Defl.(in) 0.416 < 0.500 L/289 MID Span 1 under Snow Roof loading A Span 1 A Nax. Reaction Totel(lb) 3043 3078 Live(lb) 1979(51.15) 2009(S1.15) Required Srg. Length(in) 4.09(W) 4.14(W) Max. Unbraced Length(in) 20 TJ- Beam(TM) v6.62 217204183 0110 R Horn Associates PO 80X 5102 Kent, WA 95064 USA Phone: 253 631 5353 Fax:253. 631.5353 1.75" x 11.875" 1.8E Microllam(R) LVL y ,, t �-- - X07(*3 - 9 b Copyright (c) 1997 by True Joist MacMillan, a limited partnership, Soles, Idaho, USA. Microllas(R) is a registered trademark of True Joist MacMillan. TJ- Seam(TN) is a trademark of Trus Joist MacMillan. rvt C7M)e-c - ,,, -s-- — 4' 2. Z$ Ca's. ooh m S O s'7 WL s mow. 19c reswri• L V-LoofZ.. S KS- 7te (A` 2as3) Z % R, D8L .a 90f4v �Co OUR NEW AREA CODE IS 253 EFFECTIVE; IR7191 1/4. zbari 1. tt ' ict 1. 3) ( 0S - 7 s C 1 f s) ti < A-0 "N -% CA .% L,"OL►1 c OD 4 2_ 8 5" -e - 1) s s x arblvt P 4 - LLD - 0-o , , 2,,c 0 ceiz © k 027:7(0 C c A i r c . A-r yvt 1 5P' •c �? .a C tk t, Cof -4611 R . H O R N ASSOCIATES KENT VA 980 PLACE 644 5 E 02 . (2 08 r 31 .2 S3 • AOptication ..... !too! Load Classification Floor Laid Duration Factor 1.00 Live Load(psf) 40.0. , DiidLoatkpif) 12.0 • : , 0.00 , L0D: Class LOF Begin End I Unif(plf) N/A N/A 0. 00" a_ 2 Unif(plf) Snow 1.15 0 0.00" 11/- 0.00 N 3 uniftptf) snow 1.15 11'- 0.00" 15:- 0.00" !...........:.,.,,',....:..„,..,‘,....,'?-:v.--:::,-.,:":.-•*,....'2......i. , ,!..,.:,...:.'..,:•.,...*:',.....,..;,,•:',:.-,:,.•-:,..,..'.."...,•,...- . •-;,:-..,':', ',,• .;• •:;,.. -.•..:.,:.', .::- ..... •".. .):::::::.., ., ., ....,....,...;;;:,,:...-",•'...:.•;...,--'::','..'..,...•;;.,-.:..:‘,..,"...-,,,,....),. ''''...:::::,':'.....??,5..'::::::•:::::,:•'::-.:•:.',....,:,.;'%, : ''.....)::::::::::••::::',:';,'..'•,. ',.......:,:::;,',.:1•;.::::-.. •:- '''..,:„...,••:..,....:;. ... .''.''...,,. ••!••• -Beaa(TM) v4.62 217204103 0110 R Horn Associates PO SIX 5102 Kent, 1M 911064 USA Phone: 253 631 5353 Fax:253-631-5353 Ralph J Horn Project Neme..DNEANCRAFT 2280 Page Title..1116 ODOM RIM . Based on Allowable Stress Deafen (AND) UBC building code for TIM predicts available through Distribution . • ; Difiection Criteril ( 5) LL Dift TL Deft Span 1 L/360 L/240 - Spen.2 . :L/360 0240 • 3 .L/360 L/240 • - L/120 • 2L/240 • Live Load. Dead Load SOO 375 ao 240 tio Rept Add Add Copyright (c), 1997 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. Micr011em(t) is • registered trademark of Trus Joist MacMillan. TJ,Seem(TM) is a trademark of True Joist MacMillan, t 04mbirVie • - - SEAM 0.000':' • Roof .Slope(in/ft) • Floor Decking • • • N/A , RepOtitivelisoberUse..• . • ... . • Reinforced Overhangs • 'N/A . „ "•••.:. • Pew 2 of 2 09-08-1997 1 12:34:06 v4.62 217204183 0110 R Horn Associates PO SOX $102 Kent, WA 98064 USA Phone: 253 631 3353 Fax:233-631-5353 1.75" x 9.5" 1.8E Microllam(R) LW, 5 2.00" A 5 6.00" A 2 4.00" A 2 0.00" 12E ANALYSIS ASD This analysis for TJM products only! Substitution voids this analysis. • IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TAI warrants the sizing of its products by this software will be accomplished in accordence with TJM product design criteria and code • accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed bye TJM Associate. The load conditions considered in this design include alternate and adjacent member skip loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. • Right overhang exceeds 1/2 of Span 3 • Right overhang may require bottom chord bracing. Bearing length exceeds 3.5" at bearing 2, 3 Not alt products are readily availab(e. Check with your supplier or TJM technical representative for product • availability. • The minimum depth size is 1.75" x 9.5" 1.8E, for input grade and width. Maximum Design Allowable Control Shear(lb) 2643 1991 < 3633 55% RT. end Span 1 under Snow Roof ADJACENT span loading • Moment(ft-lb) 2651 2651 < 6771 39% RT. end Span 1 under Snow Roof ADJACENT span loading Live Defl.(in) 0.034 < 0.172 L/999+ NID Span 1 under Snow Boof ALTERNATE span loading • Total Defl.(in) 0.049 < 0.258 L/999+ MID Span 1 under Snow Roof ALTERNATE span loading A Span 1 Span 2 A Span 3 A Overhang Max. Reaction Total(lb) 1762 5189 3536 2524 Live(lb) 1124(S1.15) 3155(S1.15) 2442(S1.15) 1661(S1.15) Required Brg. Length(in) 2.37(W) 6.98(W) 4.75(W) 3.39(W) Wax. Unbraced Length(in) 32 32 32 32 32 32 Copyright (c) 1997 by Trus Joist MacMillan, s limited partnership, Boise, Idaho, USA. Microllam(R) is $ registered trademark of Trus Joist MacMillan. 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D D o u?, c, s a ,44 P a �- s ;L.�sJ � . R R. I N AS ' 0 C I AT E S 25954 130TH PLACE S.E. P.O. BOX 5102 H KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 1 11 f. 11 li II I _II, KAN F. pE , 1 „. II . • IN$ULATIon1 BAFFLE 14 / I Msw. A:FZSPA IMP 41111111111111111111■1118v vies 1/2.e61,:e, —HANG RAFTERS 14 / LS S U 210 SLOPED HANGERS • F3U11-t711■16 SECTION 1/4 Asr 15 F • . • •.. .. • . • PROJECT NUMBER 2359 CLIENT : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT : Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. 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 H EiM' � °� i iii J __1 .h CONSULTING ENGINEERS 20 May 1999 page 1 of 6 pages 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 SEISMIC COEFFICIENT for DESIGN PURPOSES The Puget Sound area has been listed by the map of seismic zones as Zone 3, which can have earthquakes with intensities of VII or greater. The average seismic coefficient presented for a Zone 20 May 1999 page 2 of 6 pages excess of 2000 psf. Underlying the silt is a dense fine to medium sand. HEMPHILL observed several older heavy masonry buildings in the vicinity of the site that show little or no evidence of settlement. Many homes in the vicinity probably existed during the 1949 and /or the 1965 earthquakes, and show no evidence of differential settlement. The streets are fairly level and show no evidence of differential settlement. maximum velocity, and then decelerate to zero, then reverse and accelerate to the maximum velocity in the opposite direction. The forces created by the earthquake cause the acceleration and deceleration of the mass of soil. 3 classification is 0.27. According to some publications, that number is low for poor soil conditions and high for good soil conditions. PROJECT NUMBER 2359 20 May 1999 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which SETTLEMENT from SEISMIC CONDITIONS Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. is not the case at this site. 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. :: PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced 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. CONCLUSIONS the porewater which acts like small hydraulic systems. Of course, water has no strength to resist shearing, therefore the porewater and reduced soil friction combination will fail under the imposed loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. REMPLIELLI B ecause the groundwater is fairly deep, th ere could not be enough settlement to force the groundwater to the surface, even if the upper soils were all sand. - . 0 May -1999••. page,..6 of 6 pages HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. EZEMPEEErate John W Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION Permit Center FROM: J Public Works Engineering DATE: August 9,1999 o SUBJECT: Dreamcraft Homes — New SFR 12019 — 46 Ave S. Lot 17 Permit No: D99 -0065 Contact Person: Vickie Martin Phone: (253) 859 -9697 Allentown Water Connection Fee $4,166.40 Allentown Sewer Connection Fee $7,641.90 ' /a" Perm. Water Meter $260.00 Land Altering $109.50 Curb Cut/Access /Sidewalk $25.00 Storm Drainage $25.00 Sanitary Side Sewer $20.00 TOTAL: $12,247.80 JJS /ji CF Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) James F Morrow, P.E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 9, 1999: PERMIT FEE Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431-3665 March 10, 1999 Vickie Martin 215. East Meeker Kent, WA 98032 Sincerely, City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Letter of Incomplete Application Development Permit Application Number D99-0065 Dreamcraft Homes - Lot 17 12019 46 Av S Dear Ms. Martin: This letter is to inform you that your revision for your permit application received at the City of Tukwila Permit Center on February 24, 1999, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Joanna Spencer, Development Engineer, at (206)433-0179, if you have any questions regarding the attached. 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. 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 the Permit Center at (206)431-3672. Brenda Holt Permit Coordinator encl File: Permit File No. D99-0065 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 . z J ofri. (3; ,a,,,,, 51-, ow . op ,A5der- suou (94A4 51-0KKA, d vai pipes. 6recAfi p' e m ' 5; ze. 4 s 1 of e. Show d Fs c< -b -1-1�, n pet 1 't +kis d>>,ce I s more -Hip ISD - h 01 kiee s 4-0 be, Seri lit Ll ecl p 4A4, a. I „ LO M s14al be s-e-d . oveg FE B. 2 4 1999 PERMIT CENTER DEPARTMENTS: Buil Division Public Works y( AimG 1-f - f9 TUES /THURS ROUTING: APR- ROUTE.DOC 6/98 &mt 6wJ Copii � PLAN REVIEW /R U ING SLIP ACTIVITY NUMBER: D99 -0065 PROJECT NAME DREAMCRAFT HOMES riginal Plan Submittal X Response to Incomplete; Letter Response: to. Correction Letter' DATE.. 4 -7 -99 Revision #: After Permit; Is Issued Complete Incomplete /tJo Fire Prevention il ick - Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Please Route CORRECTION DETERMINATION: Approved ❑ Approved with Conditions APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions I Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: Plan niin Division AV Permit oo r inator DUE DATE: 4 - 8 - 99 Not Applicable Comments: No further Review Required DATE: DUE DATE: 5 -6 -99 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D99 -0065 DATE: 2 -24 -99 PROJECT NAME: HERA/ CRAFT HOMES LOT 17 .X Original Plan Submittal Response to Correction Letter # _ Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works \PR- ROUTE.DOC 6/98 Pert)(11 COOYd. COPS PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 - 99 Complete ❑ Comme 14"Se)k Ui' Fnetieed 340// No further Review Required TUES /THURS ROUTING: Fire P tion Structure Incomplete E f _v Please Route 2 Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planing Division Pe m 33 ,z-� it Coordinator Not Applicable z ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99 Approved ❑ Approved with Conditions El Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Date: 44 (cm Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Project Name: O'jn emit 1I om1& Project Address: 120( 44, Ail S Contact Person: Wag f44vfr% Phone Number: Summary of Revision: Rfo ».t S I pity\ p'\. cuitadvcd N11 -i Ike' cam - . Sheet Number(s) • CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center [A_ Entered in Sierra on* Plan Check/Permit Number: P44 CITY OFETUKWILA APR 071999 PERMIT CENTER 3/4/99 Fire Department Review Control #D99 -0065 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief March 10, 1999 Re: Dreamcraft Homes - 12019 46th Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 2. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 3. 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 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) 4. 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) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Detach And Display Certificate Detach And Display Certificate. REGI STEREO •AS._PROVIDED.BY LAW. AS *CONST `.CONT • • GENERAL REGIST.` #. EXP • DATE CC01_ MJFHOI *092DA 10/01/1999,, EFFECTIVE DATE 0.3 M` J F HOLDINGS INC 215:: E MEEKER' .. •, KENT WA :. 98032 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold F6_3A37-0oo i;25. 052:000 71.' 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IS Co . 052 wlao0ws(P. ,Wa..,) Al". 352 '1/4'°6o2 rn , f . • .. ` I9 14o4- .o.tt 57.5(, E*t c z ;;;:';„,..., . 37,8 A.14, 7.7 `_ 1.149 :66 , 5, 54 Dq RECEIVED CITY OF TUKWILA 1999 'ERiviiT CENTER 0 J !1 J_ 11 Nv N r Nr 1 NN►+NNNr1 ^ I Mil 11 Lim M84' x 170 . 13:3 1 TEMP XO 270 I R 1 ux TEMP N n T FOR RELOW XO 770 it • (cZ Q1 SH18 570 Q CIR _ SKY 980 EI1111 IOW - 5TEMP M8 inSalaheheIQQQF N . .SI 4 1 i Screen U-Vain IS v A :A4 RECEIVED CITY OF TUKWILA F r13 . lggy PERMIT CENTER I1I1I)Ii 11 IIIIIHI.IJIII 0 J 5 tT� i�ik!J Lo t7 BLA No. L`lb OOT1 "DrtEAMcr M - r y{annEs 2_63 - 859 -96°17 Pr -A0'. iN6LE-44OOD (f @I VQ 13` c1' Lot, ■7 8°' s 62? N NM- RAC-1D2, SHALL -- F®LLOL GRAIN roc, A-Mb P� Ir 1\)A f1'PPR�t�D f t.t DPIT O �� 23 �uis9) ON 4/301 i Rq q (0 awe,/ cieancv -+` ee, f c pkyo in fu+ og -trench s eww' CA tan cuk tv .,t I\IVPvt% EPA A<4 4,'J KT; Sew4/ (o" Pic. quo sLocx SIo+ 14 TE- TEE - 1 ins. dgPa- ,, crs+signed ofd APR U 9:1999 TUKWILA LIC WORKS RECIVED CITY OF E TUKWILA • APR :° 7 1999 1L � se` PERMIT CENTER tqq- oo6s • RG1O F 1,46 PER e •LDR'S SPEG'5 0PTIQN..L 2 ° 2 0 SKYLT. SIoow& PER 6L SPE LIV./ PIN. PL. HT 1 ftIM SO LAD TO GOR-N ER- 5° 1 5°5° LEFT SIDE EL Ix3 R/5 SILL OvER-4" R/S STOOL. 4° R/S WI1.700W TRIM N / I, 3 g./5 SjLt. OVER q-" 2/5 51001..-TKiM SOLID TO coZNEA ' I 1 -} i . 4 • ° i th ROOF LINE OF _ C R GARA&E. t,RDt.)nl t 7 T D S t..D PC M )AY ii n% 13L -DIM Z i.. Yn i VERTIGPL PPNEL SIDING n FRONT Gf► BL ES i oPTIONot t_ 3 - GA R. 14"Y.22" GABLE vENTS ' 12 BO XED GOL.Ut'1 N ‘.4/ co" R /S TRIM ov E lO" R/5 6. D C.) ?OP AND BOTTOM R EA .g E LEVI°•TI ON I /E'jw _I' -p 14 t:N -r ° 12. FRONT ELEVATION I � 4 11 0 7° LIN 0F 2 -CAR Z.," RA!, E gooF LANE OF 2 -CAR OAl2�vE I j 8„ I I_Ou 7 8 ° ?° 2 ° 2 SKY LT. L ROO F I N & pep- -.-- 9L.DR'S. SPE ''S 4 4 SIDING, PEP- 3 Bl.Dlt'S. sPEG'S, 4-- i ;`i j - - ;� 5 13° � of 4° OPTIONAL 3 -cP. R--•t' C T AP OF TUK 1^JII A PROVED A u 1 2 1999 oivtsloN RI HT SIDE. EL.EvA T ION FILE COPY I understand that the Plan Check approvals are subiect to errors and omissions and approval of p;-; does not authorize the violation of any adopted code or ordinance. Receipt of con - tr &ctor's copy of approved plans acknowtedged Date ?" % P'" Permit No. __J.G_- - ° ��. SEPARATE PERMIT REQUIRED FOR: NQf MECHANICAL ELECTRICA P LUMBING "IXGAS PIPING crn( OF TUKWILA BUILDING DIvISI©N 40" R/S FASGIA. /9" I= xPOSURE LP►P SIDINb R/S I s2 TRIM ov:R 10" R/5 BAND CITY OF RECEIVED WILA PERMIT CENTER i i N LY fts O ci,„;) to . EA-FOLD 2 Tf P'10 Rwl tJiATEO �t EXT BURNERS, EL .ME TS, X g5t4IT&HE5 , iN. I8; .a. save 6.A SLAB PROVIDE FRESH " 17 -- INLET F R FLJRts ALF e - - rrf.1 IVTOS 1 T � 1 1 vto$ ! t LINE. OF L , l oxl'L .M I FUG. �`B • OPTIONAL 5 % 15 &LB W /ouT CENTER POST r --- - - - - r - - ..._— I L i 9 +_0' TERMINATe Elm IN `� LINE. of WALL -CAI-- P. c_ )c.c. POST \-4 -- � f►RI°�b -- • POST 3 -CAR oN LY 5 /g'• TYPE') f' 1v4,1a C-- ComMON WPL1.-5, UNIaEF.S! DE of FI.00R i coNT- Tp 1'_ 5HEATH 1H46 POST 4 M 1 -ruv LavElLt 1C g,FARINL., Go LUMN i FKA W%1JEa OVf.R.lb''CPL. { "v i' OHP I 8 , OH D — - - - - -1 I2" io' -a" 8 Cowl'. 4)1 E,I 2 1 ic,v1. L.R•P. 1 4.-.;:m' 12" a 2 P2 -GP-R. S - � ^ ?AG . - Tt� NE Q e'-o 12 8' - I2.1 ' g' -0■' 24= 0'(2 - 4A , R 1p ' N 5 ° 5 ° Xo 5° 5' )<-p LINE OF FLOOR- A5OVE — r" - 1 I B E N m•r i c 4 N 'I' 1 7' /zl I4x8 HF2. 1 /4"=1 4,•8 H F2 � 4f. 3 XO 44'- o " 2 -6o.R) 44 -011 () M IN FL 'O PL- -N s 54 -o" C3 ) _II 54I-0" 3 -LP► R} 1% 2 ,9 2' -D - t ti a 2 K 6 tuwi.c i ICJ' -0" !- cr - c=t - N.c .. RECEIVE OF TUK ILA r " 251 DR1iT Z•_�, MAIN FLOG lz 0244 s . F_ i--r UPPER FLOOR. 105(a S. F. TOTA-L 2280 5 F 6,04 4 ¢I 5.F- 3- GAR. GAKIAbr C, 4 , - 4 5. F. fat 1 E I fizt 0 • 0r. • L . c? w O ¢`d' • ITO 11 13411 L i _ ' i1 DRAWN DATE 12-28 9 %SHEET NO I'OF �JOEt l:0. P LAN P:.aN MARK SHEATHING !FASTENER SPACINLII GALL EDGES TOP IND BOTTOM PLATE NAILING/OR I. OR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES I. 166 Q 6' OC OR 1/2' A.B. Q 4' Oc A34 ® 1d OC 200 PLF Cs.Li+ C�c` -- WIN) T D RATED trio Min ArA SHEATHING Oo g O U OR 16 GA r OC ® 12' GWB BOTH SIDES 5d COOLER OR GWB r OC 160 Q 6' OC OR 1 A.B. ®4' OC A34 It 1r 0 200 PLF ® 12' GWB ONE SIDE Sd COOLER OR WALLBOARD aroC 16d ® 12' OC OR 1 r r AB.04'OC A34 Q 24' CC 100 PLF © 7n6' MIN APA RATED SHEATHING _ 6d g 6' OC OR 15 GA Q 3'OC 16d CI) OR 112' A.S. e 4 OC A34 (1 W CC 240 PLF SAME AS 1 WITH (2) PAHD42 HOLD DOWNS PER PANEL • SAME AS 4 WITH CONTINUOUS HEADER TO CORNER - t'h'r2" Pte. HPMDI.1•IL RETURN a14D5 To WALL CI%'GLEAA) TYPIG /L z 0 ..2x.!0 STRING& ERS W /2x4 STRONG BAG K STN SEGTlON STAY -Y5 - MAX I R15 E. . RUN 9" MIN. H EA0g.GSM tits-t9 ' MIN. WIDTH 3CP'. - FIREBLOGIG STAIRS •QNGE IN MIDDLE OF RUN $ ETWEEN STRIN6 .R5 4 ft• RUN .BETWEEN STUDS, - Us EiSBt.E SPAGE UNDER" STAIR'S TO BE - - NR. FIP. E. GONST. • 5 /g" TYPE. 'X' GWe. TAPED '11%11514W "AF'�A/ IQ, /G5 A1'S1A $ F L Y W F &dv1R�MlN Q1% SEG�oN 505 FO R D'4RPfiAi S. 5fG1I64/ /103:3.3. rii !11, tau - - PHONE 4 °BI VT' 5 } 5° BI -PASS E'E P FOO11 31 V6 pA t ( -0" l ! „i I5°lc. PICT. 2 yqs& HF2 e HDR 5° 1 /2 ROUND 9 -0 I.;'- all a I ,.. 6 : , A „ .(i„,„ W1 D0114 SHOWER A° 4° Xc o PROM • • • 4'- 0'' 1 4' 4" , 4 1 el ' ' o" 3 1 BU r Qycb H DR 5" 4' 10 -9" 4 4 UPPER FLOOD PLAN 1/ 4 " = 1' -n" WP•ER- REST NT &W PJ "f0 +7- " ABovE DRP I N INt.E? -"f7P €' TUt34 show E.R t 0' -6' Dopt —'k e6 0 0 ts- O 5 t11 fi ( lsA Rd. e- v RooP 5wo1/4g QmR Tc ,G(n! otrrwARP aaL'' 30 ' . ATTi6 AGG655 CO QV MOO RPP ROVE pus ' 2 AO RE CEIVED s- .4 r�G DI S \ON CITY of TUKww ;LA � - FEB 2 5 . 99 PERMIT CENTER v ®IS®rr. on. ‘7 2 < � u., o Cr ? t. jj thr `Jett LL a PLAN NO L se. v. T'(PIG,dL Lv I 44. (2 I=i . _ 9' -O 13' -©" 2 11 5' 5" 2 x Pa H START tit Your I' FROM FOUNDAT'ON WALL 8,* y e Ig' xa' GONG. PIER -- CI L I... J 4 1" 2 _ 4 ,1, •1_ 4 1 t 8'Y 24" 'CRAW .T 1 Yi /416c7,71 �471 L II I -9- \I 3pz 30`"3" 4'- ao` t' O'! ' 1 - /� - " b I 4%C. DFZ ', FLOG II STIFFENER. I r w i 1 Ii � � L d I 7= n O" CA N'T'! FLOOR JSTS 2' -O" FOR 5.1b.-; WDW I 4x 10 PROVIDE 2 LP761E /4 "0.5. S I1 BATH L. — c+ FtJRN, PLPTFOLM! CONTINUOUS Ica 4 x5' FTb. 5 4'!i" 1 40It SOUK M1 [ode_RE-rE \X - ✓SE Mtu ,.2'X )(//6" # A1' VA'?' C � __ LINE OF Go' FDN_ WALL FOR 6P RAG E - I AGO N C. P I E/E 24` sQ. PIER r - -1 14/ OPTIONAL 0 - -� - GNP- ONLY L __J 24 ").24'% IO" ' -0 " PROvIDE 2- 1 511v1PTON' ' I HPA14 D 2.2'S FOR 14/t 02- CAR- GARt.GE I 8 (' it ii �lOT - E . POST - s- 4,14 HP' 14 /4 xG BEA M SPLICES PIERS !!3"x I5"x8" EKGEPT WHERE NO ?Ep —S�i E BEAMS- 4x$ PF2 EXCEPT WH ERE NOTED VENTS - I Go to Co" x ICo'' 2x$ BLOCK INC" ( 1(o "o.c. -pONOT TLi N PLY W O . t OPTIONAL 3 -GP GARAGE v 0°(3 ..�►.R 1, t 4 2 - 'stMNow' HP" H0 - 2Z'S RECEIVED • CITY OF TUKWILA . ER 2 5 1999 PERMIT CENTER ' i f L.. t . t rt Loi , -•PiAr`L E1- CCOt= . al i5 4.4.4./rrulcF.m.13.1..4e. i - E3004.ET: wk. 1s L Sit' CDM poJ 4JT • sat. FT. ,< U = LJA 1 s& 1.14 (rwr w/ ) IO&(p o.° (` 7.•35 t t .en • 1) VAue(><,D ex►tntferfte 110) 358 0 - 04 tier rlaLLS(4!' '4%) Ifi47 •9 o'omz 114.5 210,02 yi twe listeftlaa a) 323.1 0.4 - qI4 (•"t . f8I81ATIOof * 140 4 0 57.5!0 P117440F. was 4 I o.dao 1 1, .4. C4144-41"`D (u) K f'' w w �, ...v.... MUM t7UOG Er W► (term X148 X12 r 7 4... F.,41Atr. tFF ties Got-1 P- * n to .1 MA " c.0 .304 30 1055 .034 35,x? 73 x . a sees ", — 1.. ti S mein 5 `AIII.ci u►I4 30 33.. o 50 Ht Vid-I-i4 ( '.,. M :' . . off2.. Ern 177 wiwcxswS(fiedfn+./oa.I Nfr- 352 ' R.ccP- MUM 60 .0 . 5 .5(0 CGNG...u.r►D to °U so ---...,— I sl glk 8 .42. 3.3b roll s �ti4p4S NA 37.:. ? 7.7. PHof 51.I I,P.(1bPt.) ::. Fan Tested CFM 00.25 W.G. Minimum Flea Oiamessr bbtaim u t Length Feet Minimum Smooth Oiermeter Mesimum Lmagth Foci Maximum Smoot 50 4 inch 25 4 inch 70 Ofemeter So S mein 90 5 Itch 100 3 50 6 Inch No Limit 6 inch No Limit 3 60 4 Inch• NA 4 Inch 20 3 60 5 inch IS 5 inch 100 3 so 6 Ind, 90 6 Itch No Unit 3 100 5inch•. NA 5 inch SO 3 100 6 Inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 7Inch 70 7 inch No Limit 3 Number of Minimum. Minimum Maximum Maximum 8edroorne. Smooth Duct F4.lble Duct Length' Number of Ofemeter Olemeter Elbows' 2 or Mss 6' 7' 20' 3 3 7' 8' 20' 3 4 .8' 9' 20' 3 tweahmptan buto Vw..etien eta :nomx AY OWN, Co. TARE 3.1 Minimum Source Sp.CMe V.nWdon Cpatlts R.g00emsmts k mminemM apealtin, Continuous operation Bathrooms SO elm 20 Cfm Kitchens I 100 Om 25 eft TARE 3.2 Who!o House VamMdon Flow Regttfrenumul Bedrooms 2 or less 3 4 5 Cr!.! BO 100 120 75 120 150 180 S. TAM able nth' not be used for dewing units COM ailing mars than 5 bedrooms. TAKE 3.3 P.ssalptl.e EsAwet Dun Wing 1 For melt additional elbow subtract 0 feet from MnBtn. 2 Flu ducts of tens Otranto/ we not permitted with fens of ohs site. TABLE 3.5 Palliated. Integrated Foeed AY Supply Duet Siring limn Sword feast 1. For bindle our 20 fin Ificroese duct diameter 1 inch. 2. For elbows numbering more tent 3 Increase duet diameter 1 Incl. START LAYour 4 x6 OF #.1. Llvwe- Room 4.141. ts,ssssssr�ss�_ iss�rra_�e_.�ais�a��_�_� _z.„10 !ox 12 PFI ( peat x 5 ' 5ig 0 czattot TEtt,M IN/► ?E tSEAp�t &(01c&i QOST WITH 3-AR GAtRA.E L3 UPPE Iz +LOO R FRAM 1 NV? PLAN 1/4 " 1 i -O" d 11 I I * �sstST i 0f F5E 8�TSip= WALL / FRDM►� Paicgi►81N6 fJA eta \ K iTG 1-I E N GAB I N ETS Dt ti -o" 5ot-IP 61,06I.ING OvEF. P,EAFt -1N TYPICAL I i I "TER M I NAT E ®SAM 1 �, WADI. WITH 2 -GA tZ 6sARAC�E 1NE. Z-GAR GP ir,k & E 42" SINK i' /i. 5GRI13E I ice'• ENO P_ E.L. CATY PPROVE At1 B 1 2 1339 IA., 1\1 kJ i Lt. - S S, _ ()W 4 30" 30" Is I., AND 121' OPTIONAL 2x5 SO RECEIVED CITY OF Ti !KWIL i 5 1999 ER tT • • v. c ! - ._- 2 1 ri `c (lei ti tell C • o C DRAWN TE i 2 S -17'- SHEET NO. C Z h t ti ) 1 a vENT aLocKs-TYP. & .360 1.0G"TiOnIs tr.1 mait-4 fzx,F EAVES Fleisms p9lz6H Pysve.. H F4 2 RAFTERS 24"0 us6 velerg0 131,061(S lo" - r - rpi&A , RAF v. H. p5 -HIP MASTER ROOF FRANM IN& SIMIMMISISEImmaleA - Pe-LI ss wo - trvs 4 BRACE. TgliSsas PE.g. -NO FIELD MODIFIG^TION OF 'MUSSES WiTH2OU'T E•&INEEFt'S APPRoV^L.. - 'TRUSS EINI& NEE-R.1NC/ TO A 66 M r"NlY APPROvEt, PLANS Q taL...De.. SITE. Foe2F y E±1,71 L 145/5.F. + -436S.F. RE-47'D vENT ftR 2- 6, (z 1.755.F 36, vENT 5u9Gics e.ex, •5. - 2. s "GTUP4- vENT AREA. 5.85 S. F ROor SLPES E 12 PITCH ,Lon30 Om 5s - CITY OF TUKWILA ApPROVED ,INUG 1 2.1999 • 1)NG0 M RECEIVED CITY OF TUKW:LA FE9 2 5 1999 PERMIT CENTER 1 0 • z , frsawamalarra, 28 NO. SMOMMITWT, • r PL_4N NO. 2.22?20 •_. RAS INSULATION! 3/4" O. 5 .5, 1..ATi SOLID BLOCMWE, ovE.R BEAftiN6. 10 t/Zd & W sler &i4 e c.e..1t,t Li C. 3yesioV2."41...e, t-- -1-1AN6 RAFTERS I'VLSSU 210 11 SLOPED HAN6E-R5 2-2).4 10P PLATES - ;CI-A' 4e I • 1 1 Ba3=Ve- 1..4 STU DS R INSUL.ATtON /. Ca Icon.. VI." d. L-35 2c4 BOTTOM PL.. 'At" e.s. B. 111.-MINTIN caiii-iravww4.11 MANuft Truss ES TYPE 61415 IL 51 friPED 2 4"*. c.. (1-rt"r Moth -D AT LEA:T 4" AVE Reor PLA14, i3s 1 _SELF- FLA, tYFE, ;is I VELUX mounting bracket • VELUX step flashing roofing felt shingles sheathing LATEFAL DtzPel• rika DETAIL sicn--1&447, HORIZONTAL CROSS SECTION Seale 3/1Ir= r outside window frame rouShoPening king (as required) header insulation rock vapor barrier (Note! Should be used to avoid moisture) rA _ part.,0 pl 3ft,' 11/0 foe?. , 8. iAn. e 5'ac . u.WAy •DALL IVIVS,t1P0.441t1 4s. r 0 P-, 2- t%slurY 01/%11.4044° E"• *NO -1-101 ;10Loinelgs FLA HM/tir.srge.) 3-1-' rvOs 11 Pt* 4 €1 MP. AWL 11 D 11 V2. Hit!. 7'4W)11 w/ L- tf tARS veNT 5LocK11.46, PIZDVID tokfttoLc (OR- S° RrAte I CurNSurtPALC Wit-r& AQDthUo 1%416 • 12 Rixt R5Ca 24 1 4/ g-30 INSUL.ATION 5&e-1C.CIU- - ro rod:1 TYR MAINTAIN MIN/. I" AIRSPACE ABOVE. n R-30 INSULATION FOR var4TiLATIONI LL FTIN6S. TO BEat■R UNDISTURBED SOIL, 1-Jim fr. MINI. DEARI N6 e•APAGITy OF /2 0C 1.57 INSULATION 13,P.FfLE U/ Is frliw. Alg:SPAe•E E5011.1711• SECTION A-P I • E'UIL,DIN, SECTION 5- 5 / 4" .= ASPHALT SHINGLES OVER I5* BUILDING PAPER OVER 1 /16.• 0.S sH EATH it4 6 c.EDAR SHAKES INTERLACED wfl,o EXIILDINle PAPER OVE.P- 1,14 SHEATIV4Ca esoLtDo axs) , be".ri 5 /611 - fre.' ,0 6 1 . 4 13. WW 7"),01,10 tritir)171,,' I 2 LAYERS caFUILN FLA T FOAM 1"GAR-A&E 5 1..A 14 /5" sLore rOR S PIUG tAITH to"AKIC HO R EIOLI5 5*-0•0.4. 11." EADS if 5/15" TYPE 'X' 61,4 &,.12 BEA.M CITY OF Mi./MO APPROVED BIG • Aut3 2 1999 , t DIVIS10 twsULATION 5,1.-FFLE TO 1 11W. " CLEAR AIRSPP.C.E VENT BLOC.14. 0 = OVER MIN 7 it BUIL, pitv 6, (2" p elz - Visas F5. SHEATHINI4.. - • • • SIJEATI4 1t4 coNTINiucsus 4 n e. HEADER, • RECEiva C I T Y O F T FES 2 5 .tr PERMIT CENTER • 41. 4 veg•-r. up-. 4 (3)4 4 -1o TA -M IN•'5" LEA.R- - r0 EARTH . t Z cc ci ci to7p...4 azo, DRAWN 1 DATE 12.-It)-94 SHEET NO. o r • • • P.- 7- 77: — • • ?__SO ■Nr.,nr• 4 r tot+P-tILUZIFI - ' GENERAL NOTES - 1997 UBC 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shallbe brought to the attention of the Designer or Engineer. Adegnap shoring and bracing of all structural mambas during constrnaion shall be prOvided: Any *Posed field dames to have the prior approval of Engineer. FRAMING NOTES • Mt: Framenailing to be in compliance with ABC Table No 2341-B-1. FR2. All wood aimed to weather, such as wood used fa deck framing, including thseldog railings, joists, beams and posts shall be pressure treated of wood with tumid lesistaxatodec FR3. Whauckoks, landings a peaches are more than 30 in. above grade, provide g= Hs le notss than 36 in. high. .11 attic spce with 30 in. or more vertical height shall be provided with an access 22 m. by 30 in The opening shall be located in a eonidor hallway or aher readily accessible kicatiou and have at 'least 30-in headroom per UBC Sec. 1505.1. If an opating permute= the garage ceiling, the occupancy separation should be =intuited With a self-closing access, per UBC Sec, 302 FR5. All conidots shall not be less than 36 M. wide. GARAGE GI. Provide an ocaspancy separation between the residence and the garage 'nth materials approved for 1-hour fire-resistive construction on the garage side Garages and capons with living area above shall have 14tour protection fa both ceiling and structural ntembas G2. Doors between the garage and residence shall be 1 3/8 in. solid core wood door that is self-closing and tight-fitting and have a fire protection rating of not less than 20 minutes. G3. In addition to the garage-house common wall., the walls and post supporting the second floor framing shall have ..5rr type - X" gypsum board on the garage side of the wall. G4. Posts supporting second floor framing will need `` 1:01i211111 jacketing" per UBC Sec. 704.2.5 to protect the "fire resistive' material As an alternate. hany-timber posts may be used without 1 hr. protection (min. size 8"x8"). STAIRWAYS SI. Usable space under stairs shall have walls and soffits (ea the mclosed side) protected an required for 1-hour fire resistive construction. S2. Stairways to have a maxim= rise of 8 in. and a minims= run of 9 in. head room minimum of 6 feet 8 inches, minimum width of 36 in Handrails to have ends returned andplaced a minimum 34 in and a maximum of 38 m. above wad nosing, The band grip portion of the handrail shall not be lea than 1 % inches not more dian e inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrth shall have a smooth surface with no sharp corners. Handrails projecting from a wall shalLhave a space arta less than , I -% inches bawoni the wall and the handrail S3. Intermediate rails of the stainvay guardrails shall be spaced so that a 4-inch dianteter sphere cannot pass through, p UBC See 5093. HEATING SYSTEMS HI. All furnaces shall be labeled and listed by an approved agency and installed pa listed spxifications. H2. No warm air furnaces shall be installed in a closet or alcove less than 12 inches wider than .the furnace or furnaces installed therein with a nnoimurn clear working space not less than 3 inches along the sides, back, and top. H3. .Appliances initialled in garages or other areas where they nay be subjected 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 .factory built chimney, Type L vent. Type B gas vent or Type BW gas vent shill be installed in accordance with the te-rns of its listing and manufacturers insuroctions. HS. Furnace air ducts in the garage that pass through the living/garage common wall shall be No. 26 gage steel or.thicker. H6. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling and floor levels shall have fireblocking, per UBC Sec. 708.2 1(4) H7. Provide fireblocking at JO-foot intervaLs in the wall both horizontally and vertically per UBC Sec. 70821.1. MECHANICAL AND PLUMBING MPI. Domestic kitchen range and clothes diver vents shall be of metal and have smooth interior surfaces. Exhaust ducts shall terminate outside of the building and be equipped with back draft. dampers. Length limitation (unless otherwise permitted) domestic dryer moisture pillion ducts shall not .exceed a total combined horizontal and vertical length of 14 font including two 90 degree elbows. Two feet shall be deducted for each 90-degree elbow in excess of two per (JMC 504.3.2. MP2. Water closet compartment minimum 30" Hide with 2' clear space in from of stool. 14P3. When gypsum wallboard is used as a base for tile Or wall panels for tub, showe r or water closet compartment walls. water-resistant gypsum backing board shall be used Ceiling framing must be min. 12"oc to support water resistant gypsum board per UBC Ses.2512. MP4. Water closets not to use more than 1.6 gallons per flush per WAC 51-46.47 402.3.1.2. Strap the water heaters at points within the upper 1/3 and lower 1/3 of its vertical diniension Lower points shall be minimum 4" above controls per UPC 510.5. MP6. Showaheads to have a maximum flow rate of 2 5 gpm per WAC 51-46-402.3.22. MP7. Provide non-removable type backflow prevention device at all hose bibs per UPC 6034.7 . 161P8. 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. Indoor design temperature shall be 70 F for heating and 78 F for cooling. WAC 51- 11-302./1. 12. Provide bat insulation when the ceiling slope is greater than 3.12 per WAC 502. 1. 4.5 ,- 13. Provide whole house ventilation per UBC Sec. 302,2.2 and 303.1.2 MISCELLANEOUS M1. A smoke detector shall be installed in each sleeping room and at a point centrally located in the caridor or arcs giving access to each separate sleeping area. When the dwelling unit has more tam one story or a basemeet, a detector shall on the upper level. except that when the lower level comains a sleeping area a detector shall be placed oo each level. What sleeping moms are located on the tipper level a detector shall be placed at the ceiling of the upper level in dose proximity to the stainvay. Where the ceiling height ota room opens to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more; deacons shall be placed in the hallway and the adjacent room. Detectors shall sound an alarm audible in all sleeping areas of the house per UBC 310.9.1A. Tlie required &team shall receive their power from the building wiring and be equipped with a battery backup per UBC 310.9.1 3. The detector shall emit. a signal when the batteries are low. MI. Provide nrintmmn 36" landing at all exterior door§ jX7 UBC Sec. 10033.1.6 and 10033.11. M3. All exit doors shall be estimable from the inside without a key or special knowledge or effort (enight latch, dead bolt. or =any chain mounted at a height o( less above finish floor may be provided) pa UBC Sec. 1003.3.1.8. exception a/ M4. All skylights shall be mounted at least 4" above the plane of the roof per UBC Sec, 2409.4. The sloped glazing and fames provided should resist snow and wind loads per UBC Chapter 16 and Sec. 2409.5. , r, FOUNDATION NOTES FOUNDATION Fl. Minimum 2"x2"x3/16" plate washer shall be used on each anchor bolt per UBC Sec. 1806.6.1(2). F2. Interior stud bearing walls may be supported by isolated footings. The width. length and depth shall be 24 for 1-stay. 30"x30 rx7" for 2-stones and 36"x36"x8" for 3-stories. All pias shall be placed 6 feet on center maximum F3. Provide 18" minimum crawl space under wood joists and ir under wood girders or wood to be pressure treated per UBC Sec. 2306.3. F4. Provide minimum 18"x24" crawlspece access. F5. Provide aawlspace ventilation of minimum I -square foot for every 150 square feet of under floor area. F6. Fotmdation walls enclosing a basement below grade to be damp proofed by approval methods and mataials. 1 All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. FE. Assumed allowable sod bearing pressure =1200 psi'. F9. Slabs: Perimeter insulation installed on the inside of the foundation wall shalt extend downward from the top of the slab for a anoint= of 24''. Insulation installed on the outside of the foundation wall shall extend dcnvnward from the top to the bottom of the footing. Themal breaks shall be placed in the slab between conditioned and unconditioned spaces. F10. Crowd cover Ground cover of 6 mil Black polyethylene or approved equal shall be laid over the ground within crawlspaces: The ground cover shall bc overlapped 12 min, at the jouits and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawlspaces if the crawlspace has a concrete slab floor with a ntinimum thickness of 3 W. F11. Duct construction: All heating ducts unconditioned shall be insulated to a minimum of R-8. All ductwork sccm joint both longitudinal and transverse shall be taped and sealed. Non-recirculating hot and cold water ppes located outside of the conditioned space shall be insulated to R-3 minunum. STRUCTURAL NOTES CODES AND SPECIFICANIOPS L Umform Building Code- 1997 Ellitina 2 AC1 318413 .Budding Code Require emanate:at Reinforeal Concrete 3. HILT! Fastening Tedniad Guide. . 4. Westan Products Use Book 5. Simpson Strong Tic COgilieCkES Catalog -- 1998 DESIGN CRITIOLIA 1. Wind Load - pa Uniform Building Code - Method 2, Bic Wiod Spced = 80 MPH. Exposure B 2. Seismic - per Llniform Building Code Zone 3, 1 3. Roof Laid - DL 10 PSF , LL = 25 PSF • 4. Floor Load - DL = 10 PSF LL 40 PSF 5, Deck Load - DL = 10 PSF LL =40 PSF 6. Soils - Assumed 1200 PSF Allowable Soil Beating - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Cunene - 2500 PSI a 28 days - Grade 40Minfareement - MUM= 3" cos-es for all reinforcement except as opted at retaining walls a °dug dazils 8. Mortar - Type S TIMBER CONSTRUCTION NOTIS 1. Lumber gades and allowable messes shall be as follows unless noted otherwise on Cdwiani beams 23F-V4 Fb- psi 1 %" Micro-laus E=1800 ksi F1:,2600 pi 2 I I/16" Parallams E-21001aa Fb=3100 psi 3 .4 5 %a TPwaUan s i " E-2000 km Fb-2900 psi AITC Certificates for the gin-litin beans to be provided to the building department. 2 When header unman top Mae. header shall have strap connectors to the top plate each end. Use 2- Siaepam MSTA24ammecoms. UNO 3. All shear wall sheathing nads and =hors shall be as detailed ai the drawings and as noted ut die shear wall abate& Alt amen= walls shall be considered shear waP- Use 7116"nrna. APA Rated S`neadu - Modal - with miniinurn nailing 8d common % 6o c. 86 common nails shall be 0.13 r Ox 2 V.," minimum. 4 Floor and toof daphragin aiding shall be Sdccinmon 6"oc at all supported panel edges and d 12"oc at intamediate suppats TAB. 23-13B-I-HAILittG SCHEDULE COMIECTION sad.' r mond 14,1 • 2 landrenig 16p. thew. eaditod 2 8,1 1 s 6 MVP 15,1111,0.6140, nuir..wcadlaym.:1 rise sail Wrinn dos ••• 1.2 as. mob.. awns lows , ww 5 rtn ne.1.611ess ea ease is, gad= 11.121.21thre sad 2.16,1 ft Sale pilaw sienna sr Nadu, sepal bse semi NSA( lo" tat. mini c Sale place app. air Nadia, d braced san gam. I6 Topa.. an %ad 2.1ed S. So..scar p.m 56.11e sad, sa2 tit 01.4.1, tap.. tars se • Poi. Se plum ben siker H Susses ems. dads soar, eels, wen. 12 Km in. to p.c. ties. LS Iiapplate,apa and awastanan, 1 imam. Yeader. nin pases • i15. awni plata_ named g 11, werneaind basdni ay.. - r nat. iapi laic sad 1.1 Calang peasonroranti rah., bee sa. = Rah. ant... amat. 0 31 0 55 vas brace Steadies...seats._ lace i i. r was 6 SU mat sittalitatt at It. to ca...anc,tarc naai 1, Wed. gm *5 awn s 313 wee sheathe." earn beans, bre sui , 211466-.• comer seeds feniSsio Eadecand Seas. 2 115 i ncol 02.7 wad Nod le. "` la 11 isenal9 9 02 esen- aara, I a IN ates-32 am. conisatatino 0. sash aid It. (22 nies-T3 es. Psaci sem, tad tramiag/ onto, less FamettaaNd Atm., 02 7 sand a ...mad n■ 2 Ifs, cod nail d 21,610 non} 16d at Odom, 0 Hid 2-110 a: 106 h cdgc II, 2.-84 2-Rd j Ind 31 24 /MO inrnlo.c 3. at 3.7 lin :5 maniac a log and how. and saggercd 2-2nd at end, a. at cach <plow ni es hear, Rd' or NI' 1 Xcr NJ III& or KO No I I z: No in ge No II ga No In ga 4.1 g 1" peochag ; in d wear c9_5 nal) Cornfferwl of ben era.: nein ne dal tugs wkre othnewse swat , Naeln, sowed . 6 news ill, axon camts edges 12 ma. at Mena.= eallipel CU, 4, .l1 al all nuppode whew spans 3Irc 12 la mat fa more, for swiss. no. seethed pawl wed padirichwed "'.'""'"` 231 viat1 tbeathatit may ne onawais... osamg •Conanati `Dtfon.ed stook .Cnitniaaa-resolaot marg. cawing sales 01.001“tif 4/ the requorawnes Samoa 23161 'Fracas= spaced 3 irate, 06 m.o. cm. at extern, edget and 6 wines 032 kdnionionseesstanl goofing auks. - iea-iadathisader 11 i aad 1atilt 03 mai length hs inch (I, um 1 <heath, and I rai men tr - nas)sbnotiogotatontiatt tn niquentests nf Sjitina DOA s Varstran....... mg. web mad tii ...down and 1 1 ■a-encit (2. ay. length. i « dwathtng and I ',men OR kngth Inc ,, ,,tiode OD Rawl sheath:. cadansi.g I. isqateoneata of Seen. 50,5 .71.1 supports as sera)(7D.ches am. if mac. as. Ibe Wag darectit. ol the paexi. roar. attrenvise mocked] Casing ot finish nada spaced 6 ilaithes1152. m.o. pod ellgth. iscies (3015 awn. wieennethate soppons suppons . i61 me. C..i.oc fin. marls span.. inscbc51152 an par. edre, t 2 arc., 005 nem/ . CITY OF TUKWILA APPROVED AUG 1 2 1999 1-1 LDNG Cr= RECEIVED CITY OF TUKWI FEe 2 5 199 PERMIT CENTE VENTILATE. EACH SPACE BETWEEN PURR NGs /16' 05I3 51- 1EA-1 -1N6 R' -30 BLOLLN -IN, iNSUL. . ` /\/J �� 1\ TOP OF WINDOW RA. ROOF TO INTERIOR S14EARWALL 3 . I I- 0 " STOCK ORAFTI. FORM. 1q, IPt -6 X STAIR FRAMING 3 .1.-0" GA LE -END DETAIL 3 " :. 1 1. 0 " . ad • 16" oz. SHEATHE TRUSS * Si IEARWAI I AS P6 ad • 6" o.c. 1/16" 0.8.3a SHEARWALL PER PLAN AND SCHEDULE 1X4 TRIM ON 2x10 BARGE BOARD 2x6', FURRING • 24" O.C. MDO PLYWOOD lx2 BATTONS • 12" O.C. 2x3 ABOVE 2x6 TRIM CORBEL FROM 4x4 AT 24" 0.C. ON 2xS TRIM BAND 1 PLYWOOD OR 2x12 TREAD — 2x12 STRINGERS "'I," ALONG STRINGER 2x4 FlREBLOGKING BETUJEEN EACH STUD • MIDPOINT OF EACH RUN BENEATH STAIRS 3x4 THRUST BLOCK '4" . I. -0" TYPICAL NAILING 6 ROOF Sd "oz. -- 3/4.1 • il_ ?v' 2xS LEDGER W/ --� f T: I6d EA. %TUP SHEATHING AND NAILING PER SHEARWAL SCHEDULE ad•6" ROOF SHEATHING 4 NAILING PER PLAN 4 51- IEARii _'ILL SCHEDULE NAIL WALL BELOW ROOF DIAPHRAGM AS P6 SHEAR UALL CONTINUE SHEATHING TO BOTTOM OF RIM UPPER WALL TO LOW WALL ROOF CONNECTION 10d' • 6" o.d. RILL LENGTH OF BEAM BEAM PER PLAN FRAMER NOTE: STRAP MUST BE INSTALLED PRIOR TO PLACING BEAM FILL ALL NAIL HOLES DR,AGSTRUT CONNECTION 3/4". I'_0" �. $R-SON NOLDOWV STRAP PER PLAN AND e4-EARWALL. NOTES TRIM PL1iJC330D PRIOR TO BE NG STRAP IIr ltH 3 4" • 1._0" II fll�lili� TYPICAL NOLDOUJN STRAP SIMPSO N MST STRAP PER PLAN W/ I0d x 2' EA. END INTO DOUBLE STUDS CR S6d NAILS INTO 4x STUDS PER PLAN SIMPSON MST STRAP PER PLAN AND BALL DOUBLE JOISTS OR BEAM PER PLAN TIMBERSTRAND RIM BOARD TJI JOISTS PER PLAN ALIGN ,WITH STUDS — TJI JOIST SHEARWALL SHEATHING 4 - NAILING PER PLAN HOLDOUJN STRAP to FLOOR 34" ji_0" TJI BLOCKING • STRAP LOCATION FILLER BLOCKS SCALE DATE APPROVED BY C17 OF T UKWILA APPROVED AUG 1 2 1999 RECEIVED I4OLDOWN STRAP FLOORS 2F T(!f((yfL PERAMIT CENTER Bt ill ISION DRAWN BY REVISED • DRAWING NUMBER Ffi.L �= Ifif!_ ui 4f RJR . io "0... HOR/!. (.4 ft f1 R Cotr(, R et:W PLZ1rP1ENf PAR U86 1907.7.f 9 IaASH,RS 1 16" 44- ROAR e5 "o.L. V6K 1141117 . 1111 = 111 = 1111 -11 ii1 -till =1111 �---� Solt- IS+ tQE t8"04. Can Haig. ... -##4 ROAR 18" 0.1. VW. h R E0AR Cdwl. ROAR c Nowt; 2x2xVi, P r+A�S1{�lt F11,1- �1111111 ILkfl tpgo N =o" I (JNP151Ug$>;P Os itAN S4tL co CO Co 1 5 y--PasiiP cavivia ')#1- MAP C NTRD UrYo uPPJEP- 5 11 =IItI ll 1111 = I1�1 111 ='`� fig' PAD v/IVIA •vAf 1e5 PER PI, AN CITY OF TUKWitA APPROVED AU6 1 2 1999 S 4 , . t I- BUILDING Di VISION RECEIVED ITY OF TUI {I1 ? 5 199 PE w GEN `fi=r . ■ s.! *de IMMO INIMMICIMMIANWIIIMI111111111411111010. V 4101.10110, ......1 .1911.11111.1011.• SISAR MAIL. • Hob w/ O "f/S' 4) TPRLOOL.TS ea) sit i semi P•OAU_ 2 X SW MALL- 70 (2) 1661 - 6 0L. 1061 - b• OZ. 1 ©Ot _ '•a •••u• CV *d b' ac, •- `_ ' M I ld�Ilj— tt 1 o m — AND LEGATION - . LAP EXT�^ SF2'ATNFN* (.TM JST. TI NAIL CLIP • 42' 0�1 GplIf :111:7t 9E PLAN F004 /F�l; PLAN FOR LOCATION a TYPE x P.T. F+lL;ASY.L P V c2) 1 - 6' O. FAQ C21 [d6f - 8' OL, 2x SWOONS - 0 • P 2x CLOG. ZIN* - Y OL. 4 a N ET LOCATION yq GL IP • • S2' 0.C. INTL STPRAP IAna* - T:/ I FIB Y Ss PLAN .' ,F 2x b *4 I • ��` .4 CONT. 111E114. s �� � - i I w ,rimer cnc L'AR To F V1f •'!4 j A p, x '0 -FOR SIZE'S 'PAGAN* SEE PLAN » : k J CONT. WK. .. COIL. WILL - ME PLAN [ _ _ _ MOOR JOIST RAN GONG. MID TWA. (.'LEE PLAN) - + GOI ROT l A13. x 10' - FOR SIZE • 'PAGING SEE PLAN -y- • SQ 04. FOR GONG MALL H >4e0' iii FOR TYPICAL SPEAR HALLS I HORIZONTAL DIAPFRA*M NAILRN SCE N6711.5 • FOR PANELS n/ MOTH LOSS TPOAN 4,0' LAP RYPpOD• OVER RIM JOIST AZ. x 10' - PIOR SITE i T/pl, ALL Oft a ( , (A907 STEW ,t � 1 � SPACINO SEE PLAN NTS. 2x ELOGKINS MV 9-I6d • JOIST • DIAPH. - see PLAN MOM FOR TYPICAL SHEAR PALLS a HORIZONTAL NAILIN* SIT NOTES • FOR PANELS re/ ACTH t ESS THAN 4'-O' LAP RYVYIOD OVER RIM JOIST 1661 • • 12' 0.C. STA6'D Hb - STRAP TO MAIN INS 1Dd TO DOUBLE SEAM JOIST DOLT FtIN • ALT - USE MTT2641 r✓ (24)46d - (2)2* STUDS ,,,/ 5/4•0 Au. TOR ROD Q+a1S I SHEAR WALL ® FOUND. NALL Moat JOIST reowevICALAR TO f W LJ Y`1' 2 SHEAR ALL ®FOUND. WALL C;) SHEAR WA LL to FOUND. MALL Y�I 4 SHEAR ALL ® FOUND. NdALL FP ooR .YJIST PARALLIS TO PALL.) SECTION N-1" SHEAR MALL M. SP!'Nt MALI e sera MiALL TYP. SHEAR P"t461. - SE PLAN • SCHEDULE 2x STUD MALL POR NAI.53 ...""v.. OR/.440 s°_ '' •DIAPeRA•M FLO ..DST - MAN • FOR SHL°/.R PALL • "` PRIrVENT SPL.ITTIN6 ... RIM - PROVIDE DES. sox PARALLEL n/ RIM (2) 16d - 6' 0.C. N:O)L,) \ \ 1 I HOPCSLNTA. IOd - 6' 0L_ -� f (2) Ibd - 6' OL 16d - b' O NO H P1 P' Adept iOd - b° OZ. N.0.14) / I 1 I ' +``iw' Ibd - b' OL. -- \ HORIZONTAL DI APeRA*M PAI 1661 - b' OL. 2x SOLID � S - IOd • JOIST s : ;p l� O L S A6T� � p `\\ r rrT i' 26 SOLID 6 HAILER) I� DIA1Ait a DFIAP9#!/bPi il T - I1 r1 � rz�rTr OM P •AIM jo - b' OL. TYP� NAILIP 1 1)0 .-_- f _. .i i� r k i ll If, ff \ � ` 9TA66l9t IalSt aNb ST AR PAW-- — NAILED ITV 1661 • 12' OL. --/ 1661 - b' OL. — ST —2x '� DLOY'KINb 2STUD PALL ni 10d • b' OL. ' TO TOP PLATE .. - b' O0.C. Sd - COOLER • 4° OZ. (sre - NA1LINe) - -. \-- M •LOGKS MV S -- 16 INTO D AP► F NFD tior, root TYPICAL. SHEAR PALLS • HORIZONTAL DIAPHRAOM NAWNS SEE PLAN I M. mares DOL LG JOIST PALL • SHEAR ALL NAILED n/ 166 • IT O. - STA6'D • 46' 0 tam PON TYPICAL SHEAR P'NL1.5 I HORIZONTAL DIAPHRAGM NAILINS see NOTES KM FOR TYPICAL SHEAR MALLS s M 3Zs..:.� EnAPNiA6M NAJLIN* SIM moms Roar, FOR wric.4... sir PALLS • HORIZONTAL., tgar` FOR TYPICAL SEAR !MALI-S a HORIZONTAL DIAPNRA6, ( NAILINS see NOTE'S DIAPHRAGM NAILSN* 51TE ROTES r Y- , AL SHEAR WALL . - • - • IGLLAVt TO FLOOR JOIST) 7 TYPICAL SHEAR WALL I. (PARALLEL rem moot JOIST) 'TYPICAL SHEAR WALL (F'ARALIJ . METH _rows) TYPICAL SHEAR WALL - TYPICAL SHEAR WALL f''BIxtTOICAL.A TO FLOOR JOIST) (FLOOR JOIST regreN 71GLt.AR TO PIAI 1-) pet. STUD TO POET 4 TO POST aFOR SPEAR PALL. PREVENT SPUTTS46 F6d - 6' OL. NON) HEADER - get PLAN (EXTEND HEADER TOP PLAT! 2x4 Fad - ? O. T0P PLATE �� I - MTL ST7tAP omit PLATO DOL. STUD MrI STRAP (PO! PLAif) -.- TM1o8) PMrtLJ 2K S1 W PALL - . DOL. JOIST • • S EAR Aii moon JOIST, TT. a� _ T ! 1 l NAIL S EEMS TO aft 3"OL. EA PAY - M. 2x STUDS VOL. ELACAGNS - a I. ' •JDI'ST P PARALLEL VOL CtJC i IOd - b O. 6.1.0.10 J � 1Od ! DIAP RA6M Ali Ibd- 6'OL .N;o)4J 1 1 ►I III' I �t L ; i G / - SAM - FOR SIZE SEE PLAN - r 4 . 1 w ! ,�rr.er s - i i 0 0 ` ! HORIZONTAL ii 5a DIAP RA6M mares Poo 14.411-11E1 AIadbR SIZ E' 5PG _.---/(2) i I r l *d O 8 OR yv 1 4x4 POST - 4 IP - SFZAT A 11 - f 4' - - OpC save P°V 11 I }3d(c , 'u ..... - . i I ( e.`- . - , U ,ioLGc.. +45 � � Uri a f EXTQ� POST TO -- - ! - \ .� i - + I f . 31 ` I METAL STRAP (5Q PLAIT) � U.N. _ !BOTTOM OF pee.. JOIST ' I i i - Z >►.�J1 •LLGOGnas Z cf ¢ 7 - U P SblAR P'W.L -FOR � a WE SC E - � I i root IIat fI ,- 4x4 PO - I • 4'-O' 0.C. \ 2x NAILER MV 104 - 6' O FOR 6/1 7 DDL STUDS • MIL STRAP MK PER PLAN CONCRETE FOIOTIN6 - FOR M. AN MN re• PLAN j C.ONGFtETL roars* - FOR PL. '�J¢ .13. (Id FOR TYPICAL SPEAR M ALLS a H'JRIZOItCAL DIAPFRAOM NNLfl WE NOTES •' - ;•111.4 • � _ SIZE SEE - l 1 ' S41 104 .9; - -- — � � SIZE SEE N R *MAR -SCE PLAN \ Q �� (Z RE @'D) �� ��� i !WEAR - �! LAN P r4 uteri. I • GONG. FOtJi�ATTC7N ' - - - NOTE. FOR TYPICAL. SHEAR MALL'.! • HORIZONTAL ENAPTRA6M ?WUP S SEE NOTES f NOTE. POR TTIGK. OMAR PIALLS I HORIZONTAL DIAPMFAbM NA/LINO SLT NOTES 1 SHEAR . 4AL a LINT. FDN. FT SFlJ1R w.L. PARA4421. WJOIST'S 12 SHEAR WALL ® INT. FDN FTI& SPEKRMALL PERPENDICULAR TO JOISTS 13 TYPICAL SHEAR YNALL (JOIST PARALLEL MF3TN MALL) Z)VERTIC'AL — WALL TO I (ALL 15 SECTION C C.TI ON i � 1 \ O CITY EC VF t OF ri �.. la ,, �+' \' s'O'`' t , a owo ■ 4 I f 4 EFRAAt? SCALE APPROVED BY DRAWN BY DATE REVISED SPECIAL DETAILS PAGE S3 DRAWING NUMBER STOCKDRAFT.M6 ?OWN NO. 10147 OAT APRINT CORP. 700 SO. CLAREMONT ST. SAN MATEO. CA. 0140E