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Home My WebLink AboutPermit D99-0016 - Dreamcraft Homes - Lot 19 - New Single Family ResidenceDreamcraft Homes City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 334740 -1275 Address: 12015 46 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MJFHOI *092DA OCCUPANT OWNER CONTACT CONTRACTOR • Print Name: _. LEe, 4 :.6l0k.1/4 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: DREAMCRAFT HOMES 12015 46.AV'S, TUKWILA WA 98178 DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 .VICKIE MARTIN 215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC • Permit No: Status: Issued: Expires: D99 -0016 ISSUED 08/18/1999 02/14/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A NEW 1,814 SQ FT SINGLE FAMILY RESIDENCE WITH A 440 SQ FT ATTACHED GARAGE. PUBLIC. WORKS ACTIVITIES INCLUDE: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 161,918.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: jjs 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: Fill: 43 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: $ 2,570.57 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ()--) Permit Center Authorized Signature: 2_ C.�/��l'l/1'1Ll� ��. Date: e I hereby certify that I have read and examined his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:_ Date : _ _ / B '12 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address 1015,46 AV 5 Suite Tenant: ;ty DEVPERM Parcel #:: 334740-1275 .; t No D99- 0016. Status: ISSUED Applied:. 01/21/1999 Issued: 08/18/1999 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *' Permit Conditions 1`. No changes w i l l be made to the plans unless approved by the 'Engineer and the Tukwila Buildi.,ng, pivision. 'Plumbing • permits shall v beKobtarned'Cthro"ug.b, the Seattle-King /' .r... c 4.,� Jl R , County Department of Pub,l i c Health . `P iriig .wil l be inspected by thaWagenc'y, the l ud i ng ti al l gas pi p,j ng (296.4722) . f�'r'' rt � �' , tit Y`. Electrical p :;ial i ,beF obtained :.thro3gh the W ;State Division r. ofLabor and Industries and al)ielectrical work will ,be inspected by ; :that ° '`agency .(248-6630). 1Al :l mecl a cal work t shall be ;under separate permit: 1ssued. \by the City of Tukwila 4 :1 , ,.;; All perr'mi ts, inspection records, and ', approved "plan's shal l ava i l a4) e at the job sit o ` or to the start of''any con structton `tThese documents are to be maintained and avail'1< able unti•T 'final inspection aPproval• i s granted = . Any t Cpoged i nsu lat;i ons backing material shall have a Flame Spread Rating of 25, =or. °less, and mate riial,_.shal l bear i'denti f i c 1.i on showing the fire performance rating : thereofv. All construct lon tol5e done c ;i n dopformance .,,with approved plans and requirements `of ,the, Uniform• Building Code ,(1997 Edition)- as amended, Unifor M echani;,cal Code (1997 Editidil) Tandy {Washington State Energy`Code (•••1997•...Edi'tion) . Noti'fry the. City of }Tukw'ila Building D'ivisi'on.., prior to 'p l act s i ng any 'concrete . This procedure i s'• i n addition td an requirements °';,for special inspection :: r There'tshal,l,.be no occupancy of the bui�lding(s);' until the final ; {inspection has been completed;; by;``the `Tukwi••la Building ecrtor 10. Insp VENTILATION IS :.REQUIRED FOR ALL. NEW ROOMS -''AND -SPACES OF NEW OR _ EXISTING, BUILDINGS OD IN CONFORMANCE WITH THE UNIFORM <'` ';: `BUILDING CE AND THE WASHINGTON STATE VENTILATION, "AND:' INDOOR AIR``=QUALITY CODE, CHAPTER'''51 -'13 WAG. Anchoring -All .new constructs on`;•.and•, substantial improvements d < 'shall be anchoreto prevent f l t`i ota on;, collapse, or' 1 ateral 'movement of the 'structure. 12. P U B L ICi.:'i: ; W O R K S CONTRACTOR SHALL NOTIFY. PUBL C- ,;WORKS:.UTILTIY'INSPECTOR MR. GREG VILLANUEVA @ ( 206 )433 - 0179`" OF' 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. 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. All conditions associated with BLA L96 -0077 shall apply to this permit. 15. 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. 16. The site shall have permanent erosion control measures in 171 a c e _ as soon as noss i b 1 e of t ar f i nA 1 nrnd i nu has hr..an completed and prior. to the Final Inspection. '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. HApplicant proceeds at their. own risk, as the storm drainage system construction sequence is determined by individual iot. 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 on 3- 30 -99. If: applicant desires to . complete any or all of the storm drainage system the City 'w1 1 issue a separate permit for work' in the .right -of- way; or on 'an adjoining lot if easements are secured from the lot owner. The sidewalks shall be installed - per,....p Jan dated 2-18-97 and '•,approved on 4- 23 -98. Any •curb cuts access shal 1 be done `. per City of Tukwi la's Standards gy m, Driveway width shat ;, be a 10 f , minimum and 20 maximum. Slope 'shall be a; maximum of 1:5% Turni radi i ;'shal l b'e' a, m inimum of : five feet. sue; s L t � Driveway shal..l beq'paVed. within 30,' of right-of-way. 20'. 1 .17Iaul ing over 5,0`kcy :'s6a 11 require applicati for a Haul =in Permit prior to any associated Fact,i vi ty. ` New 6a tr and s ubstanti al improvement Of any res i d ernt i a:, 'structure i sh l 1 have;c: the lowest floor, i ncl ud i ri' ` basement. :elevated to';;a mini mum ' of -,o .four ab ove 'the:. = level' baseff lo � ud e , le,vati on ( „ 100 ' yea r) >' Al'l . bui • ldings :.wi 11 f . b'e n d constructed a oe;rti.f1ed as burl t, . !or . a l e v at i on s hown: o n ; approved sto , p l an,A • 'dated 2 18 97 •arid �•app.roved ;on 4- 23 -98.' .(NG:V:° Datum 1929).';.: i Encl ; 'o s ed areas below the 1 owest f,.loori steal l,' be designed t autom` atic • ,flood forces. A , mimiMum of two openings h4v1i ng a r total net•. ar:ea,,of :not l ess than - one square: inch fo:,r. every square foot of 'enclo •�� sed areassubjeczt to f..d'i d ng. { be provided and wi t h • ..the bottom of ail. ' n openings o;,'h�igher than one foot: above'grade Openings may ,.be . 'e,quiped with screens', �lbuvers,' or other, =cover'' ngs or devices provided that :t-hey i, perm i't the automatic ;'r entry aind exit of • 'floodwaters. ",-,,,,./., " • 23. :Downspouts,• dr'i:veway,, patia and drainge''': from 'oth ; e,r.f- i mpery i oi4S:; : areas. ;i4shal l ` collected 10 an ".on --s i tee ;, ;:;storm'` ;drain , system,, Drains shall:•..b.e , 4 min;. - .dimeter ':PVC - 'schedule 40'2,.or•., corregated poly` e pipe with a _smooth 'interior wall.: NO ADS flex pipe., Drain shall be with • a minimum. 1% sl:o for gravity.di:;sc�harge to location approved by Public Works Dept .: , Down s pouts shall 'not connect to footing drains. ' F,o:ot�ing ".drain and„ downsp:ou'ts may share ' a single discharge pipe' d ow n stream o th footing drain. ;. "...._ 24. The City of Tukwila has an undergronding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the 'house. Project Name enant: Value of on tru n : Tax Parcel Nur?iber: 3347 40 - i a-1 S Site Address: City State /Zip: - ' la WA qt I 2 Property Owner: p rr f 41Lymes Phone: ob..) SSci - q (0G7 Street Address: City State /Zip: a15 t ((.Meeker, t e,>r..4 (k)A c1 W Fax It Os')) - 5a S Contractor: K 3- F {haLhei S ITI • Phone: Cam) S — C ( (D c Street Address: City State /Zip: 15 E Ate- ern 1e(4 W ( C1 3.- Fax #: )) �1 -1— 'S Architect: n' 0 Phone: Fax #: Street Address: City State /Zip: Engineer: r R0- ph -} E . i SOci akS Phone: b ) (0 3 5353 Street Address: City State /Zip: S -1 1 IPA- SE. K ' e -- UP qc u - 5 t atD Fax #: (t) (031- 5`S3 Contact Person: v 1Cklce, Mek.r4irl P one: .. 3) 1— CH0 a7 Street Address: • City State /Zip: ,1r5 C fe.ke.r- p.11 (.l)�-1 �k03�- Fax #: 4 i3) 1- 53o8 Description of work to be done: N u) QAY\% cti CY1 S( 1 r\Jj re Gtwn cs�• Type of work: ew Single - Family Residence ❑ Addition - Single- Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure El Garage(s) ' ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: 1 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: I $14 sq. ft. Dwelling sq. ft. Covered Deck(s) 4 4 0 sq. <Garage arport 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) a 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. Date app tizc ted9 cy CITY OF TU( VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted'for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT`REQUEST. FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:' (Additional: reviews shall be determined by the Public Works Department) ❑ Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. End Time: El Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage El Street Use El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: El Miscellaneous SFPERMIT.DOC 2/13/97 Date appleex• gal 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. 97 Schedule: AppI1G� l (lnitiata) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O ER THO OR AURIZED AGENT: Signature: v V Date: 11-, i l iti Print name: U1G vf. IVI a -h, 73 n s i k. . 83 1 1 q` 47 (b 1 szO8 Address S N e-e -e- City/State/Zip: WA 'lR0Z- M TTED WITH HE FOL L O G: DRAWINGS PREPARED BY rEGISTERED ARCHITECT OR PRO Lj I SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDIN JFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -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) El ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. • 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) • ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ 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 /AuthoNzed Agent:, If applicant is other then the • owner, registered architect/engineer, or 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 required as part of this `submittal. i , . �,,< Yr ;;n �, 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. SFPERMIT.DOC 2/13/97 II * * * * * * * * * * * * * * * * * * * * * ** .* ** * ** * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA TRANSMIT ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TRANSMIT Number: R9800128 Amount 13,507.25 08/18/99 08:39 Payment Method: CHECK Notation: DREAMCRAFT HOMES Init: TLB Permit ' No: : D99 -0016 Type: DEVPERM DEVELOPMENT PERMIT Parcel`. No 334740 -1275 Site Address: 12015 46 AV S Total Fees: 14,378.87 13,507.25. Total ALL Pmts: 14,378.87 Balance: .00 ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * .. Account Code 000/345.830 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401 /343.405 401.388.104 402.388.104 000/322.100 Description PLAN'CHECK - NONRES BUILDING - RES PLAN CHECK - 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) WATERINSPECTION FEE 'WATER. TURN-ON FEE WATER ASSESS - ALLENTOWN SEWER: A.SSESS. ALLEN1 N / "0 97.17 LAND ALTERING PERM FEE Amount -871.62 1,340.95 871.62 20.00 10.00 4.50 15.00 15.00 20.00 60.00 150.00 15.00 25.00 4,166.4 (i a ;4i w {n 'pia$� Ixw" y E•tt':i:y ;: � 3 sep 4�Q • • . • , , , • , • .• ". . . . • • ••, • ••• •• • • . • • • •• • „,. • „ . „ • • , • • ' • ' . • • ••• • • .• • ....' -..... - • .. - - . ' ').',— ' - -. '..--:. - , - *A '444'; i.;i.-i; ,.k.' ',' ##: , -! , ,.. : !,,,t, ?,,,', ' , ,., -,' .'' ,= - ,,! , ..i.::.::..iii.A.i4§i i it,' tAir. it 0xt6;;,..N4.: : 1I,..71.1)0 [., ,,‘ ,,,_",.,..:,-.,.;,':,;:,...,....:-!, ,.!..•.:';.:, ' _-.., : .. _._ (..: c-1,..ki4i'.4.44=.4, i **iv_ . •• . - , • ;‘, 4c*, it'ik ,%-i4.4. -A.4,4* kit*********A4 iv IV** ''' • • Tit0i4L 4i ;;•: :•'... R2,9 ...4P.:00: <:.! P: :: 41il P ti i'. i „ :' :. « .:' ::: ,' • ?,;'• ::',. ; :' :.:.': i.: : ' (37i''..b.,..2.:;: 1.21/99 :,:,:013: 59 ,,.,.. •0:4:'!:k40..,,X., ,..gi.lp:(.1( ofi'l.,..,iip R 0 m..c.roa.F...r., 1-1.0m:...: „rnii K. P:::....: ----,...-',...-..:,I,,,......,,---.,....,,,»,;.......;;,.,---,-...,,,,,--..'";.:-..:....;,.--....-.........-:-........:-,..,,....-'..,......,........-,....,---....'. ... 1 * , .i'•': 1 0it ,,1[ . : :) ; ICI 11 ':'::t )741 . c) '•:-''''•.iYP.'''PEi.+).PE,11tti -..' ;PE..0 ..‘i01•TJ 1 •"iti No' ,f2•P 0,4,. 0 5 • • .:: • • • - ' . • • - • ' . • • ' • • . — • f .'41:• 3 , , I , :• . .,.. ,:, : o ,„ .. .. ' 4 •-• •:.' ' ..' ... •: • ...'2'..b'71::: - 6 2...:' ' :tilt Total '-.$4.L.I.:: 2' ...:.:,::!' :: '-,' 311 ,:,,,,..,.-;.: ., , ..,.., ,....., ,, ,. -., $ ....4. , 4 , - ,... ..... • ,.4.',:345.45 : ... ::: • .44 ii .. ' • ' *104*************A ii:*** A . . .... , .. .,. , . ...... A , c,‘ otn"t„ t; :. ... .., b 1 . 1 Ec k .;,....- ,,1 0 N R Es ,......., . : .:. : :: : ',. .,. p71. o,..:9(. 34.p',., .,. . ,.,."',777•7","71,i4"....7.."'.".'""7"',"•*1.7"..-!'"7,'!'''',"•"'••"7'".""*-:-7.-"*".—"',"'""7:7"*"".""* ....."...»...-••..-H......*'...'...7..*'-....,:-.• . , . . 'ect:. e %on: ress: A 1 015 -`i ays a a ed DATil: 'j pecial instructions: CC F �i 5 ° wf-r m+ Pt Date wante : a.m. p.m. s t r: � -, PP o 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 11 Approved per applicable codes: 0 Corrections required prior to approval. COMMENTS: / i�;. hJ cwi Inspector: 6;7 L) Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 704/ COMMENTS: ra Ty e of Insp n : 1 W/w, Address: ti -O 1 1 ( ( -ice` � l ,Date called: /4 Special instructions: b0 • a . l / S /00 Requester: A le, f J C kresti it it y' to ,,,t, f cc ►I ct r f N 411 t J Project: J ree ra Ty e of Insp n : 1 W/w, Address: ti -O 1 1 ( ( -ice` � l ,Date called: /4 Special instructions: b0 • a . l Date wanted: a.m. )Q∎-. .A 0.m a'ijs P.m. �� c Requester: A le, Phone: c . 3 q r(- 67 Fr • X55 mme INSPECTION RECORD Retain a copy with permit :'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 eo 141 PERMIT NO.. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 6,40 Date: REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' • . k / / ..e../...d Ty.e of In ! -c ion: A14 24.01 t ciz f Ik 5 Date W4( 00 S ecial OlstructionA: - F 1 / • Date wanted: a.m. 7S/00 (0i Requester: 44 C.. Phone: — 39fr Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 Approved per applicable codes. Date: al b PERMIT NO. 1-3670 Corrections required prior to approval. COMMENTS: 0 /22 otg / ILAN,/ Ej $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •s Approved per applicable codes. INSPECTION RECORD °'' Retain a copy. with permit 'j-INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION '6300. Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 re9 1 5— Cf&if- pedal instructions: Type of Inspect/ft r ns Date called: Date wanted: P hone: zQ139 69 Corrections required prior to approval. COMMENTS: 4v>,3 112/...."1/ inspector: Date: J ��;��„•/�� $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:.' \ ( _ Type °MI r V d L( 7 4 1 ) Date called: Special ins I Date wanted z/ ' b 9r1 p.m. Requester: rc PhonC „ J74' 22. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter: Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 Jl ��f/ 1✓ l e .t' f erg( Inspecto Date: / 8 -Cry/ $47.00 REINSPECTIOV REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: p leet , nt. ►�/ o Li ion: a r , f ii A . 5 i Date called: -7 III 4” '^'f Special instructions: 40-e- � ' �� Date wanted: I 1 4 '9 P Requester: ?� Phone: c0 - 396'G972� INSPECTION RECORD Retain a copy with permit INSPECTI • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY, OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMM NTS: Inspect i r: (206)431 -3670 Date: / $47.00 REINSPECTION E REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: / l )12e; 4 r r/ Q01 ,L. , � / / �� a I /-,` /4 — d . c5 ketf /-h d1wu7 hi ,Z • 04...&-7 ./;`h� 1 %,i ? b, 4,://s 4+ / . A y � I / 5v i„ 5 / .,..1, !�/ / 4fr - J 9V- �� f b L.4 ( /l.d6& I f�Jf ?N• ,A.i /- 2,,,,t 7 4., ,,f clew- ", h d %.. ')) 1 Special instructions: j - I h ;� �/� ?' 3717'1"41( Phon5.0 (a 3 9i ` k 7 '2 A A ProjecED t o (` I ( � Type of Inspectio Address: „ 1 1 44 . ��0 � Date called: 1% 1 2...0 1? Special instructions: j - I h Date wanted: 113 O 17 a.m. Requester: Phon5.0 (a 3 9i ` k 7 '2 'INSPECTION. NO. 'CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila WA 98188 Inspector: $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -670 Corrections required prior to approval. Date: 11 3o 1,9 1 Project: e � v/Laity% cite Type of Inspection: N lwot Address: -/24)/5 Y� a e 5f Date called: : 7)1 ftgr Special instructions: Date wanted: / ` v a.m. P.m. Requester: „ /J_ � Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 'ni I9 MA& /At.. lnn -`,. fie De- J #824,v) /Zo Inspector: Date: /7-/ Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project e C(0 t 4 , k C ( 7 Type of Inspection: ilip /`-ilt, cer I- v4.-)a 1 l ddl 1 c ilf WVE s pate called: 4) / / Sitcr...4 Walt( ' pi Special instructions: / Date wanted: i a Q.m. 7 2 le 9 7 p.m Requester: pko c p,..." ... 4272 a 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. Ei Corrections required prior to approval. 4111/4 $47. i ii i bb.7 EINSPECTION FE EQUIRED. Prior to inspection, fee must be aid f at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ?, Project: i - N -:... ureamcraf-F I-tomes Type of Inspection: s r) 'Address: 12015 1.16441 Ave S Date called: Special instructions: . , Lo-f lq .. .• Date wanted: a.m. 10-22-9T Requester: It Phone: i 266/39e-672.Z {: 11 •' 'II■4ECTION NO. CITY OF TUKWILA BUILDING DIVISION Ooo Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670. Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Z;t ' i 57 // r Saa h4(411 7?) (Lai , olc fli 1 5 Inspector: Al Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: A9/2e) /Tf: 13(c-r e . ' ( r' y rte► 1D mud b . 5SS 1 61„1„1 I - , s24,v,04 LAS / 42d19 ifai 0 S.) s LOY- /f OW/ 'iw & to yo9 14. C (44-e y " . S A d'k GI T- L ± /.5 a.m. P.m. Re rillc.c. Phone: ect: { ��' imcr Type of Inspection: Address: o o : i s - (So aw L0-1 -9 Datalled: Date called: to I I q i cq S pecial instructions: /*Or / q Date wanted: ►n) D I aci a.m. P.m. Re rillc.c. Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Inspector: t6 U Date: / ! , 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: • �! cK Type o ediorr -{ �} A ;O/ c/o, nyeS, /S � . Date called: 10/5M, Special instructions: CV/ D (. Date wanted: i *on m. Requester: ril e ( , . Phone: ! —3 /' ~ &Igo' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Appoved per plicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Datg $47 i 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . MI144 ri 7 (: / /me4 Typp4 Inspect 1 I. i Ak iojLe. 1-Ptotwvixuer - Date called: 031 ,." Date wanted: sy71 2/5 1 / IMS • Special instructions: Requester: N Phone ,7o,77,02. INSPECTION. RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 MENTS: Approved per applicable codes. El Corrections required prior to approval. I A AtAll a A El $47.00 REINSPECTION F f REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: oject: MK e of In i/u4 / 1 4 76 t _/ O Ave 5 , Date called:* Special instructions: Date wanted: 2' - 411. p.m. Requester:fri C...-- P r Z 6' -.370q • • t.i ' • s .; .1 •••• , '1 , ' ;• 1 I; I ; I . , . „ . INSPECTION RECORD Retain a copy with permit INSPECTION CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 E l Approved per applicable codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: i) p 145-2 ti / P // / /.07 ce 5 7 -Coeizr s4--4/93 V Tk7 414/t41 ""1 0 ,4 41 • / / ae(t , z $47.00 REINSPECTION !E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: _ ,— • 1:21e_Y-Y-10(6(—FT Type of Ipspectiop: . v-no t nq Addreist (.4 co i9v 5 Date called: e.... s ,.,.. col Special instructions: Date wanted: 2 ).... t ct ...i . - 10 (57mi Requester: A , Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. 01,/ (206)431-3670 Corrections required prior to approval. COMMENTS: A pwri j $4 ■ .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: [Date: "EISA," • roj ect • Name Or 1'61 vu, Cv c4-(4 S Address, 0=001 1 i { /c• a t- A v S detain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued 1. � • John W. Rants, Mayor Thomas P. Keefe, Fire Chief Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM of Tukwila Fire Department :D TUICWILA FIRE DEPARTMENT': FINAL APPROVAL FORM Authorized Si Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 575-4439 • 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 6. Soils 7. Concrete STRUCTURAL NOTES, c ODES AND SPECIFICATIONS, 1. Uniform Building Code - 1997 Edition 2. ACI 318-83 Building Code Requirements for Reinfo • FILE COPY (ite„. yeara,.. -(triq leer t that the P±wl C : aorrnylls ;qe . • cr 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 p ESIGN CRITERIA 1. Wind Load per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B - per Uniform Building Code . Zone 3, I = 1.0 CAV lUlk" • -DL.PSF ?" \j.. LL = 25 PSF - DL =10 PSF LL = 40 PSF - DL = 10 PSF - Assumed 30 PCF Equivalent Fluid Pressure for Retaining 1;1 °‘\1151u LL = 40 PSF - Assumed 1230 PSF 'Allowable Soil Bearing - 2500 PSI 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 11116" Parallams • E=2100 ksi Fb=3100 psi • 3 1/2, 5 1/4 & 7" Parallams E=2000 ksi Fb=2900 psi 2. When top plate Is interrupted by header, header shall have strap connectors to the top plate each end. Use2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be Considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - vi:th minimum nailing 8d common 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphtagm nailing shall be 8d common c 6"oc at all supported panel edges and 8d 12"oc at intermediate supports. SOIL CONSTRUCTION NOTES • 1. All footings and slabs shall bear on undisturbed soil or fir compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure =MOO psf. G ENERAL CONSTRUCTION NOTES 1. Contractor shall verily al' dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of al! structural members during construction shall be provided. Any proposed field changes to have the prior &prove! of Engineer. .•••••••""" RECEIVED CITY OF TUKWILA JAN 25 1999 PERMIT CENTER • VI S1 u kb C_. - s ( q - _-1,1) 012 - 44 , ____:„%. 13,5(35>) 4'/3 t 4 - 4 2 c .2 Vp'5o 2400 L600 �b2 (3 3R 4 %' 1 - �� (13' 1. p = Z z cP O (.3) 7 CS , 33.E o S111rt Cs L( PQ � `Q G tS" a t Qz.3 C ) 3,7‘ 1 . 0 23 °k) ^ 00 L*X. k o G t ' V L4.- S S L. o �.-Q S 0 N U e_ L _ o(z)-+ 35r_Ki�Y �1)�. 7 ''‘..1u4.1* IS t4 -A?coc j. 1- 1 -a1c‘ _ «4 - k 0 —o' 384(140a coo L t.iz 2.44 r 02 11 7 Cc. et Zl-�F oCJ (t ) + 35�`��; � t 0 C2..yt5. ' Y o 7 z. 25954 130TH PLACE S.E. P.0.1581 ' R • HORN ASSOCIATES f(v KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 S k4.- 0 _1(,) 6.i 6 — e6=. W:i3 L cZz,o c-) 7/16 /44e cas /GG z ■ 1-47(40 1>2 - �'p -� (-Vt. �Q T -C{ 39R C�,.r�i.. Ati 5750.(s)(Kzr c.3 LES_ct 7 a 2-2_2— 2 (9 /.t L ss 4 )c s`s —r- • Douoat.r - 64-1 Z.Co . 01C- r 2o a c X.= _(Zg3 53. C Z. C3 8�<< t� ► . t Z,L IZZ TZ,Da: � lZ . 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F/3 5 c.f. .P•? 2- Loo c. 2oa �3 P g an (s k A ._ ir _ 2 7 s ` 3 2 240 4,e I O C 4 14.S . v"` - r - CDGC 51.1 1.71 44. 0 t .0 Focr C= A(2_ • Dtz.-s 1,C, • J ir z. 4.407 zr / Lt .= 0.2e U.) L.L.c. )2( Mt 30)430)(2) pt Dz 5 LA. Pa ? q54 sn= LOA . L Roo 461C LI- 0 4 k4- 1 % - • "Z...° I II • 3 °X4 AN. (1 T.) s z.cc) t OK (2 Ryz5-7--k c 5 177 /I t* E 'u -girk. . ** f FFAMING Tr-USS NOTES - INSTALL{ 6 S F • • 2vADLG VENTP1.12.S S.F. • AL1UN.. veNT Hit ip Ii Pint -no-me 14 /1,5 t ii 44 GAN vc "JOT E ST4F-r LAIDJT SEE SHEET NOtp.Of FoR I TIE SCHEDULE WL.IP i5L.D41g•IP4tr erEARI hi& ..71"ft ANL' CANTILEVER- Vi t IT I I L i I.JOTE : SC* "UM) IG 4 2 . 4x • . 10 • CoNG. FTC.. 4%1! 4' - 1P •Aeu4 co WOO 'Ij - FF SW's To IlarT / f/6' 1 soar o"susocE.P4 FLOOR e ) Is' -o' set SHteT N0•*OF 7 roP- IiQt.0041N 3CHCDULC -4 L i --� pf ! k, 4 '- ' 1'-4J raPM E. oveF I UN KEN ft.. 0 ST.I FS • S'- 4' /L 1 `V) POST rb /a subfLta\ s'-a° 1.I0 T E ; START LAvour PIERS- lb'. ib•.6' (ExGEPT /•S NOTED) 4f POSTS -4.4 Hr2. (4 114 a SEAM sPLIGES) 4 F' 0 p• BEAMS -..4e.144111. Ex .irT NHeite N0Te0 fOUND•TION VENTS - rfi "(IO Rao 'P) TU JOIST'S 4 CANT'L V -O• Poo- Fir 4 : 4 t 4 1 Lfr iq 4� i -�s r —'-' r - Y I fl'��;l o ,pT4 41 1 L-. 39 17 2.'"N Ht POOR J015 1ilo (TYPICAL) 5'-O' I I cr FURN^GE -ou7 a l s - 4 5 - d ' 4 0 6ONG. 5LAg' SLOPE. 3' TO DOORS FOP- PMINAVE II LINE OF C. " -- 4 rDN. FOR 2•CAR 6AR- N N b ie —16 p3 J 81.-y ° 1-4' k 9o' -O" 1 tee- 14'x" • N .n ax9,113ArM! ^, O irigliNtfide ./41417m, TJ.eeam^r v5.20 Serval Number. 708040314 eEAMUSA 1111 1/3199 9.24 04 PM Ppe 1 of 1 surd Code* 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: m-- Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 1' Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 437 .175 10' Adds to Tapered(plf) Snow (1.15) 67 to 0 26 to 0 0 to 13' 6" Replaces Tapered(plf) Snow (1.15) 90 to 0 36 to 0 0 to 10' Adds to SUPPORTS: 1 2x4 plate 2 2x4 plate INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3.5" DESIGN CONTROLS: MAXIMUM 1056 3080 Shear(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) PROJECT INFORMATION �DREAMCRAFT 1814,. ( V9 VALLEY BEAM L/R LEFT 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 l JUSTIFICATION Left Face Right Face DESIGN CONTROL 850 1596 3080 4284 0.230 0.439 0.335 0.658 13' 6" OPERATOR INFORMATION: � R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 REACTIONS(Ibs.) LIVE/ DEAD! TOTAL DETAIL 756 / 337 / 1093 584 / 271 / 854 CopyrgM 0 199E by Trus Joal MacMillan, a lensed partnership Boise. Idaho, USA TJ•Beam it a trademark of Trus Joss: MacMillan. OTHER Blocking Blocking CONTROL / LOCATION Passed(53 %) LT. end Span 1 under Snow Roof loading Passed(72 %) / MID Span 1 under Snow Roof loading Passed(U686) MID Span 1 under Snow Roof loading Passed(U472) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 11' 9" o/c unless detailed otherwi and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member been considered. Product Diagram Is Conceptual. se. Proper attachment See NDS for performance and have not ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. LOADS: Analysis for BEAM MEMBER Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 10 Dead, and: TYPE CLASS LIVE DEAD LOCATION Uniform(ptf) Snow (1.15) 150 60 0 to 16' 6" Uniform(plf) Floor(1.00) 200 50 0 to 16 6" SUPPORTS: INPUT WIDTH 1 2x4 Stud Wall 3.50" 2 2x4 Stud Wall 3.50" DESIGN CONTROLS: Shear(Ib) Moment(ft -lb) Live Defl.(in) Total Defl.(in) MAXIMUM 3840 15519 PROJECT INFORMATION �DREAMCRAFT 1814 Copynpttt O 199 6 by Ttus Jost Macunan B10 OVER DINING ROOM �.._. 5.5" x 11.5" 1.6E SOLID SAWN DOUGLAS FIR #1 TJ.eMmIv M5.20 SIT Number 706040314 BEAMUSA 1111 114199 7:5t:16PM Pape 1 o 1 euMd Cod.. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED. Member Slope: 0 Roof Slope: 0 4 �2 ,n e 16'6" All dimensions are horizontal. Product Diagram Is Conceptual. BEARING LENGTH JUSTIFICATION 3.5" Left Face 3.5" Right Face DESIGN CONTROL 3325 4122 15519 15684 0.482 0.539 0.655 0.808 CONTROL Passed(81 %) Passed(99 %) Passed(LJ402) Passed(L/296) OPERATOR INFORMATION: ...,....R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Tributary Load Width: 1' APPLICATION COMMENT Adds to Replaces REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL OTHER 2888 (S1.15) 11031 / 3919 Blocking 2887 (S1.15) / 1031 /3919 Blocking LOCATION LT. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL:1J360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 9' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. C�'L � L Q u t ✓ a Iwi d partnemmp. Bone. Idaho. USA TJ•Beam^' q< a Uademafk of Trus Joist MaeMIUan y= 2Qva _ 7 C Z •4 ZG•3 C 1 15 MSTR BDRM AT GARAGE CANTILE02 TJeaam* vS.20 Serial Number, 708040314 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c !EAMUSA 1111 116199 11.27:35 AM Papa 1011 Build Cady. 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension ■ 12' LOADS: ...Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition SUPPORTS: 1 2x4 plate 2 2x4 plate ■-2' 6" If' 6" 4' —� INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 3.50" 3,5" Left Face 316 /57 /373 Blocking 3.50" 3.5" Right Face 448 / 103 / 551 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 276 215 694 Passed(31%) RT. Overhang under Floor ALTERNATE span loading Moment(ft-lb) 573 573 2142 Passed(27 %) RT. Overhang under Floor ALTERNATE span loading Live Defl.(in) 0.069 0.207 Passed(2L/999 +) RT. Overhang under Floor ALTERNATE span loading Total Defl.(in) 0.083 0.415 Passed(2L/999 +) RT. Overhang under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Left overhang(LL:0.2", TL:21J240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 22' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and Is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. - Right overhang exceeds 1/2 of Span 1 PROJECT INFORMATION OPERATOR INFORMATION: .DREAMCRAFT 1814 .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 cayman! O 199E by Trot Jost Madigan, a Invited partnership, Boise, Idshc USA T }Pro^' and 7.1- Beam" are trademarks of True Jost MacMillan Product Diagram Is Conceptual. w+..wv r..s�n.MVtn.:f Y.^x�IiA6sYean'svn....w>r..... TJ eeem^W w5.20 Serra' Number, 708040314 eEJJAUSA 1111 116199 2:53:33 PM Pepe 1 o11 Budd Code 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension =14' LOADS: — Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow (1.15) 714 286 14' Adds to Uniform(plf) Floor(1.00) 52 15 0 to 14' Replaces SUPPORTS: 1 2x4 plate 2 2x4 plate DESIGN CONTROLS: MAXIMUM 1156 2313 Shear(lb) Moment(ft -Ib) Live Defl.(in) Total Defl.(in) INPUT BEARING WIDTH LENGTH 3.50" 3.5" 3.50" 3,5" F /J( LR JST UNDER UPPER FLR WINDOW UPPLE 2 Pcs of 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 1I in 12' a 2' JUSTIFICATION Left Face Right Face DESIGN CONTROL 1089 1596 2313 4284 0.095 0.200 0.116 0.215 CONTROL Passed(68 %) Passed(54%) Passed(L/271) Passed(2U445) - Deflection Criteria: STANDARD(LL:U360, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION �DREAMCRAFT 1814. OPERATOR INFORMATION: �R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 313(F1.00)/68/381 1271 (S1.15) / 508 / 1779 4 DETAIL OTHER Blocking Blocking Copyrght 0 1998 by Trus Jost MacMillan, 8 limited partners.¢ Boise. Idaho. USA TJ•P,o W and TJ•Beam" are trademarks or True Joist MacMillan Product Diagram Is Conceptual. LOCATION RT. Overhang under Snow Roof loading RT. end Span 1 under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading RT. Overhang under Snow Roof ALTERNATE span loading ''Z3t v 1 1 5 / \ 2< Z d 1�2�7Z� ° ln l. ,410144.1 1.5" x 9.25" 1.5E SOLID SAWN HEM -FIR #1 @ 16.0" o/c Tlewm^' v6.20 8.rta1 Number 70601031/ @ eEAMUSA 1111 1/6/99 3:08.47 PM Papa 1 of 1 Bala Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension ■ 14' LOADS: ■Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(plf) Snow (1.15) 325 130 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 322 (F1.00) / 46 / 368 Blocking 2 2x4 plate 3.50" 3.5" Right Face 949 (S1.15) / 314 / 1263 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 750 689. 798 Passed(86 %) RT. Overhang under Snow Roof ALTERNATE span loading Moment(ft-lb) 1455 1455 2464 Passed(59 %) RT. Overhang under Snow Roof ALTERNATE span loading Uve Defl.(in) 0.120 0,200 Passed(L/214) RT. Overhang under Snow Roof ALTERNATE span loading Total Defl.(in) 0.145 0.215 Passed(2L/356) RT. Overhang under Snow Roof ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:U480, TL:U240). Additional checks follow. Right overhang(LL:0.2", TL:2U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Alternate member loading. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION � DREAMCRAFT 1814, • TYPICAL UPPER FLR JOIST (..) 12' OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 I ;n 2' Copynpht o 199E try True Jost MacMillan a tanit.o partnership, Boise Idaho, USA TJ•Pro^' and TJ- Beam" are trademarks of Trus Job: MacMillan Product Diagram Is Conceptual. 4.1w4tvvivAtaim, PROJECT INFORMATION ...DREAMCRAFT 1814. OPERATOR INFORMATION: . R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 MAIN FLR JOIST UNDER ENTRY CLOS .,) 3.5" x 7.25" 1.6E SOLID SAWN DOUGLAS FIR #2 TJ•Baunw ' 4,20 Serial Number. 70404014 BEAMUSA 1111 1/7199 1:48:23 PM Papa 1 ti 1 Build Coda: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 6"- LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 9' 6" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1142 457 2' 3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs,) - WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 1426 / 456 / 1882 Blocking 2 2x4 plate 3.50" 3.5" Right Face 1426 / 456 / 1882 Blocking Copynght 0 1998 by Tnia Jost MacMillan, a lanas0 partnership, Bone, Idaho, USA. TJ•Prory an: J -gam'" are pid.m4AU of Trus Joie: MacMillan Product Diagram Is Conceptual. DESIGN CONTROLS: �.1 AXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1802 1451 1607 Passed(90 %) RT. end Span 1 under Floor loading Moment(ft-lb) 2710 2710 2905 Passed(93 %) MID Span 1 under Floor loading Live Defl.(in) 0.031 0.139 Passed(U999 +) MID Span 1 under Floor loading Total Defl.(in) 0.042 0.208 Passed(U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL :U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials, - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. Cera#00/140146* . F/J CAIN FLR JOIST SUPPORTING CORNER( ,`CLOSET 5.5" x 7.5" 1.6E SOLID SAWN DOUGLAS FIR #1 T}eeam " M5.20 . Send Number. 708010314 9EAMUSA 1111 117/99 1:58:21 PM Pepe 1 of 1 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2344 plate 2 23(4 plate SUPPORTS: Shear(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) DESIGN CONTROLS: MAXIMUM 1990 3520 LOADS: .- .Analysis for BEAM MEMBER Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psf): 40 Live at 100% duration, 10 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 1428 572 2' Adds to INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 3.50" 3.5" Left Face 1424 / 579 / 2003 3.50" 3.5" Right Face 537 / 224 / 762 DESIGN CONTROL 1933 2338 3520 5801 0.116 0.322 0,164 0.483 CONTROL Passed(83%) Passed(61 %) Passed(U997) Passed(U707) 1 10' DETAIL OTHER Blocking Blocking LOCATION LT. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Product Diagram Is Conceptual. - Deflection Criteria: STANDARD(LL:L/360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 145' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: ...� DREAMCRAFT 1814, .R HORN ASSOCIATES RALPH J HORN PO BOX 5102 KENT, WA 98064 253 631 5353 253 631 5353 Copyrpht o 1994 by Trus Jost MacMillan, • limited partnership, Some Idanc USA TJ.Pro"' and TJ•Bum^" are trademarks Onus Joist MacMillan 6 - S-7 0 s (,o.t a ( , 0 \kl1 S z -� 2- ( v)(t 34)= L3 ,z cr- (k agit- rk.. 00 tc z-26, ti p l +z- 0 1- 0(13,'2 z 4o ( c )(t 3,z) L-L) VLFL (- 200 r-7 1¢V 3 St•C = go ■4 w t *...)D s- 4 s 0\711 Nv...) Yz-_ = 8'3 o C 4.16(46 (1,3) X 3 , 4 qs t.c .WAk.k. Os /2- (Z2k LA) CI LL. ,, r7" - "Cr) P R_ e.o0r .3t,e (4 < vo, �.t., Z (3 4t3-ba -A- C c3? 36 2_ 3oaz 24 � 7 44 0 0 /,‘ 4 1( 4 2 /Z / Z fg e3 c1 44 Denorv\-1 C GIAT i/ 4 zZ'e=t R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/ AX (253) 631 -5353 • tzi-„ 1 ca ..s•2. L� 1...04- 1.16'r ort Si e vvk ii% c-).3\-- of). FT grrr , L$ z IA A A_ A . - V:l - _ • - _ --- -_ , - - - .§2.......& ■ 1 6 a0 )c) 11 —2.3Z54 ..,... ..,.,..,., ... o cry- d 1 c - ._ • ________ . . L -73, I /c2 • fi 7vi,,5. .` , s , .. % -7_3 2 si‘ ) ,... 9-f . c 4 — :::), ‘i 2,-6) = t / 1 .)4.2 i 1'r' 5 -DS qy 51--4 $ Z B=9 C 4 Ot.► \\ 4zz- 3 lSZ . { 1\ ti ∎ 1 - 13 3 ■ • . • tzi-„ 1 MARK SHEATHING . FASTENER SPACING CALL EDGES — TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES 1 - I> 7/16 MIN APA RATED SHEATHING Id C IS' OC OR 16 GA C 6' OC 16d C r OC OR 1/2" A.B 4 4 OC A34 { 18' OC 200 PLF 1:P 112' GWB BOTH SIDES 5d COOLER OR GWB a r OC 16d C 6' OC . OR 1/2' A.B C 4 OC A34 C 16' 0 200 PLF f> 1/2' GWB ONE SIDE SCI COOLER OR WALLBOARD 4 7' OC 16d a 12' OC OR 1/2' A.B C 4 OC A34 C 24' OC 100 PLF ■ D > 7/16' MIN APA RATED SHEATHING 4 6d I: 6' OC OR 15 GA C 5 164 C FOC OR 1/2' A B c 4' OC A34 C 16' OC 240 PLF D'.> 7/16' MIN APA RATED SHEATHING 6d G 4 0.C. OR 15 GA a 3 112' OC 2- 16de, 15' OC. OR 1/2' A.B C V 0.C. A35 a 12' 0.0 353 PLF 1, 2 6 7/16' MIN APA RATED SHEATHING r Id a O.C. OR 15 GA t 2 VT O.C. 2. 164 c r O.C. OR 12' A.13 { 7 O.C. A35 C 12' 0.0 451PLF 1,2 • NOTES 1 BLOCK ALL HOR:ZONTAL EDGES W;TH 2X BLOCKING 2 WHEN SHEARWALL 15 24' OR LESS IN LENSTH, REFER TO 1/NIMIN LATERAL RESTRAINT PANEL DETAILS 0 o. 7D I 1 1 1 • 1 1 1 • . . •.. . - • , • ; : • • ' •••••. • • • a l• • • • :• :34 4:.• t ; 3 ° F Xoc- /0 Se> TA Lcs virts , • ' 26=‘-‘ O 3- 4 St Z.4:20c- NOTE "I Fr Ic 1 �NING RGY2 SEE vETA1L ON 3NcET N�.l 2 =10 2O' -O' DIRECT VPJJ1 tr? 1.{fttceJJfir INSTAL(, PEA aterfc et 04IopM DIRECTIONS 5' - 7" Id -9 L tMPAGT ty.RRIEP. l l ELEMENTS SUITGHES e'MIN.P9ovE. SLAES tjo*7 tce..,•Ae..'l, f,d3. a t4u•o( A eg E 5 /e• rYre COMMON 1w1.LS cowl'. TO UNDEFSIDE Of ROOF SHEATHING , L ;N ►_d5 M• i� f lLiMC, /Mr :jot r — - - -- - --1 1 1 1 1 1 I 8'1 1 1 1 1 1 NOW- tSPsftRINL LO LLI H N JAC SE!. OET. S H L• I 8' T' O. H.D. SEE PE? SHT.l 1. SUNK Et4 FLoop- SE IL SHUT NO isa,OF 7 rox. HOL.00LIN 'UNE DU LE. 15'-0 J.1 OTE : 2p b 11F2 rL.00. JOISTS e 16 (TYPICAL) - 13t L -1 t_TmfP■l--2- W•1! I 3 'A 4 • STARr LAYOUT . . tur-r4 49 4 N 7-'-0' For PP' 1 . -0 • 4 4 V-0" 4'-0° 5 5 1 1' 1 r I.. i 1_ L - 4 L-4 L__ _A, L —1 2-4 r I cli 1 -Om SLOPE. '5" TO DOORS FOP- POLAINACve. 11 1 1 LINE or &I-4 VOW FOX 2•CA C.AIL 4 • SLAB) , kb la-O" -I 14 11 11 • 11 11 11 11 N-2.* o 4 " ( 121REGT fir W /T 01; . L T V t4 f. P � 1 I=I T SIDE EIL VATL2 4 4 on Z'1° taw= ~ SK Y1,16111. Roo F1NG PER b+.DR'S.SPE :S. 11 SiDIN6 PER bw.DR'S. S?EG'5. S / — Go (90 RED• R E l.E.Yf.T ION o � A r-S sL -<Sts ak IC3 VI t ___ +--) G.,�sZ \,/(s 1 o � 1 � -� ( t - � - I., A'U t .. cr o A Q'l.-1 -A�.3 L. 1 r T -- -r ' c t Lc- u N D cL T H e- s t C L L`t 0.1i) C . 4 � �a "711c,tsss-s. E 7-S' Q Q_ e i w . " T--) 0 I.1-- 1 O �c ,‘ � t-t-c- C Z) C—Ac1. u o•2 L +J a � Tam w -t-L_ c)1 Win. C S (�- u - �► -� -�- I F�c s - C I 5 - �Z - o 1f I Vp t S S � 1 L. L � .. fl CC- `1 L Low vr3 L4. G c- o c._ Alt 1 91 \t-. ) - ' S U-L 7\ ■ k1.1 1+1 Li-t- L 11-t c fJ L. L P+7L.ti17 L.. CD t /1/20.---c R. HORN ASSOCIATES 4- KENT, WA 984-5102 PHONE/FAX (253) 631 -5353 Ie ALVA ∎t013 C U N �I�lCU4S PIN INkzODNI c." St GP FAMILY F 2t • Maw' veal's P/? I.k tltakki? IN PcM 1Mtcr,owe F4. DIRECTIONS SI - Sw Id -3" JAC k. l • � J! 111`I'� s ' -P. ' 6 I.INL O % FILbF I.Bo IMPACT WARIER • EL Ep ?Jt HLS ie• r+IM S4 S( �u► 110 4 1 lwAsahG +1 S /s • TY PG'x• &WO CONM w►�LS CONT. TO UNOPJI.'SIDG OF WO? SIM/414 !. it 1;• (1 Orr' vs NFJZ 14.- — - - -- - - --, How• eeAR,N& GOLD N SC! DGT.3HT. • 7 1 LING OP oo. owe Z -GAM1 SEE Dt.T.SNt•1 7 ES Mt. SHY 11 20'-0' 10=0. . - ' - ' `- . - - -- - — :c D 14436 1' 5 art g k u FT /t. p F /t/ j. • • 4 It ,g 1S.f7 3 (o. 4._' i . :.. - //4 - . 2 .1e - . . ti . to-- . - - . , • • . . - ' - ' `- . - - -- - — :c S 0 I.C',3 i hi r 5 61. 1 R1L sw -nP : f�0 orb . .. . 0.0144 it cvsr. FT /t. p _ . ... i s j. • • 4 It ,g 1S.f7 3 (o. 4._' i . A. • A r. ; . . .. . _ -- -�. _. i • . `2 A\ .)C-INI", CA.C --( fs / '5. . =,1 s % 9'. g 14-.0 . /Of ' . _ Ler. 0-..)4,€2.41)::t/ 4 v D, W_ iN«uSa•tirt SI ti 51-140$ r. tP • :A) tr%.4 ss) e 4 2. 2 -'$ ti 4*` . 2 1 ? . - ' - ' `- . - - -- - — :c t CZ , P R 10 el 1 Ca)) . A B 12'0. &I. w/ i lh l At.L. ROO, St *R! bt$1 PITT ViLePT UHEIIE R. HORN ASSOCIATES 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064-5102 PHONE/FAX(253) 631-5353 9 H. Jv EY HF FT 24 ". EK FA.N v its - 0 H. ') "OM LINE Or 2'GLIP ITC' ELEV. ONLY IV o• H. t4ATGH 8 IL 12 o.H. 12 - D 14 T(-USS NOTES - INSTALL 4 6RAGE APPROVAL • ENVINEER•INV TO ACCOMPANY APPROVED ?LAWS ATT I G VENTILATION 1092 SO FT 1 /300 • 3.(i4S.P REQ'G 28 VENT rLOGKS. .0(.615 F EA- t.bb5. J, 6ADLE. VENT arI 1255 •2.255.► i2 "0 S ACTUAL VENT AREA: 4.OD 5F 3 -CAR vARAvEG S 'Co E L EV- ONLY -12 "O H i w ` ,e 01.-3-r. ^c U IPA t-4 aJcic2_ Q� G p,Z L (9 ►4 ca.')Cl cz d °Pc - L-01fl ( -to - AN- %-( S. oc ( 4 t5 C `�� L‘D +S•Q1 N 6 . ,ti3y • 4i o 11 2t \-r- `; JAS (..L. - 8- 5 w r.� L t e,1: C 3) t w s s 7A ADADD I Cc. " - : - rcb a., •. 'Z Zr. R L A C a V ?:).oc= — 5 , LoP-b 1S 3Zt G VFT w rvi- _ "51-43 l u ' 5T1A %k �.r1 U` 0 p LI w*3 %AC -Wt. Lo 1N.O = ( ( 5A fr C A L L d - 6A S - r - vA .tJ 6 R. HORN ASSOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631 -5353 • LOS 3 Co sw P r et) vvi w. c1.7r 4. � g OL , P ° Du) 6 gob 60 = 311 _ t -o to li s ; 146• A1.1. ROOr Si ARE (if12 NTc EMGErT LIHEEE .. • • .. • • .. PROJECT NUMBER 2359 CLIENT The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. : Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION : Bill Babb REFERENCE Allentown Development along 46 Avenue S, Tukwila SUBJECT Seismic investigation INTRODUCTION 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 rimpark CONSULTING ENGINEERS 20 May 1999 OBSERVATIONS Dom- Catp page 1 of 6 pages 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 Toads 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 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting Toads 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 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. T=TY ' ' 1 1=11 1 Z, _, • PROJECT NUMBER 2359 Some experts state that the seismic coefficients have no basis from experience, and therefore are arbitrary. It is not appropriate to assign the same seismic value to an entire region of the country. HEMPHILL estimates a seismic coefficient of 0.20 for this site, which is recommended by some local building departments. The source and accuracy of the recommendation is not known, but the values have been accepted as standards and are considered acceptable for engineering purposes. A higher value might be appropriate where a slide might be life threatening, which Granular soils that are deposited in nature are generally loosely placed either by water or wind. Granular soils are sometimes loosely deposited by man in uncontrolled fills. Such loosely deposited soils have fairly large void spaces, sometimes called pore spaces. As more soils are deposited the loose soils will be pushed closer together until the soil grains contact each other, but not necessarily in the most compact condition. As the weight of overlying soils is increased, the contact force between soil grains increases, and the grains have more difficulty sliding past each other to become more densely packed. 20 May 1999 SETTLEMENT from SEISMIC CONDITIONS is not the case at this site. page 3 of 6 pages The seismic coefficient is a mathematical convenience, which is the acceleration of the soil mass compared to the acceleration of gravity. The true acceleration used to calculate the soil forces is 0.20 x 32 ft/sec/sec = 6.4 ft/sec/sec. The weight of the soil can be converted to mass (slugs) by dividing by 32 (acceleration of gravity), and then the soil mass can be multiplied by 4.8 to determine the force, but it is mathematically convenient to just multiply the soil weight by 0.15. That resistance of the soil grains to sliding into a more dense condition is the frictional resistance of the soils. That frictional resistance is one of the conditions that gives soils their strength to resist shear failures as heavy building loads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. r E;N rP IT IIM Tom, PROJECT NUMBER 2359 20 May 1999 page 4 of 6 pages 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 Toad 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 Ioose,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 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 for r.;ed to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. t PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced Toad bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 page 5 of 6 pages 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 Toads 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. ELE �, rte �. ELL cause the groundwater is fairly deep, ere could not be enough settlement to orCe the groundwater to the surface, ven if the upper soils were all sand. HEMPHILL concludes that settlement from seismic vibrations with an intensity of VII would be insignificant, and that liquefaction could not occur from any intensity. �LIck, 5 C N I1� cacti Baer n a, , n Alc , CIA-L\ . . Di4i3I6r 00. � Cc0roc cl tom' *19, plc-1 Aheleo ` Jolum ; k Coo rTh.+LA Allentow construction, single fail residence mace: Armstrong GIJJ07514 60,000 B TU eater: Bradford White 40 gallons " •• ' OCFM • • • . • „ . , •,; • „ •, ; .; : •-;• •• •.', • •.• • ...• • •.... • '• , •I. ■, , , „,, „, „., • .„ • ; ,• -••••• , ••••• „.••• • . • RECEIVED CITY OF TUKWILA JAN 2 5 1999 PERMIT CENTER TO: Permit Center FROM: Public Works Engineering DATE: August 12 1999 SUBJECT: Dreamcraft Homes — New SFR 12015 — 46 Ave S. Lot 19 Permit No: D99 -0016 Contact Person: Vickie Martin Phone: (253) 859 -9697 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) city of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION James E Morrow, P.E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 12, 1999: PERMIT FEE Allentown Water Connection Fee $4,166.40 Allentown Sewer Connection Fee $7,641.90 3/4" Perm. Water Meter $260.00 Land Altering $23.50 Curb Cut/Access /Sidewalk $25.00 Storm Drainage $25.00 Sanitary Side Sewer $20.00 TOTAL: $12,161.80 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 Perrrw Coort4 .CopqPLAN REVIEW /ROUTINLIP DATE: 1 -21 -99 PROJECT' NAME: DREAHCRAFT' HOMES `: LOT 19 Original Plan'Submittal Response toCorrection Letter ,# Response to Incomplete Letter Revision # 'After:Permit Is Issued DEPARTMENTS: ing Division G Z -5 - q'j ublic Works AU)v 4- DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete a Comments: \PR•ROUTE.DOC 6/98 SID F lre_PP even Strum II TUES /THURS ROUTING: Please Route J 1 Routed by Staff a (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - 23 - 99 Approved a Approved with Conditions Not Approved (attach comments) a n n Division Pe' r r�t1Cobrti'i'nfo DUE DATE: 1 - 26 - 99 No further Review Required Not Applicable E a REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved a Approved with Conditions a Not Approved (attach comments) a REVIEWERS INITIALS. DATE: Fire Department Review Control #D99 -0016 Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief February 1, 1999 Re: Dreamcraft Homes - 12015 46th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • City of Tukwila Fire Department Page number feet. 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Thomas P. Keefe, Fire Chief 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 DEPARTMENT OF LABOR AND INDUSTRIES' REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Remove And Sign Identification Card Before Placing In Billfold ' (,2‘452-ono (07) • ;‘. REGISTERED. AS*. PROVIDED, BY LAW AS CONST CONT ••,'. GENERAL ..••; 1. • •EXP . . DATE •,-;.•••.,• ,.•CC01.li MJFHOI*092DA 10/01/15.99;•.: EFFECTIVE DATE • . . 93/01/19 9 • • M J F HOLDINGS INC. ..- • • -215 E MEEKER': • KENT WA :.95032 • • Issued by DEPARTMENT OF LABOR AND INDUSTRIES • , Signature cily JAN 2 5 1999 PERMIT CENTER b ( rc r4 9 < .L07 • Pve SGg: 35 13 -rnoza .N 11 C G Al RUCK ,l"") 5 C vM4 FF F rt'v r ,.' P S£ i EfRR 577 LA V.4LLT epartment for conforrnance with , en't ceptance :is sub ct'to errors Vl';iul`� do r 6t. authorize' viOlatiens of atjc ' _4: r rd E or ordinances. The responsibility °o of the design rests totally with k:h o sign.. dditio s, deletions or revisions to these dr awI ys er this date will void this acceptance and .ulll require a Cesubmittal of revised drawings for subse- quent approval. Final acceptance is su je Pubtic Works' pector'; Date: C "?; Z33 nVDHOZ:4. ! {� '- tJ j e A)#676 Put 3 J 4123j R-EUt-s z 3)3Q/97 3 XS 1 7 °i C x i 5?' 1N6 •15 peetian by the s 07) �B �FF E(ev 13.5 J P / D 0 t (Tc' n/07 - c. , 5704`J WAG L. , Mme}'! ✓£ DS t t' 233 HANANC 1 " h vvv S ,/c Al.., 41 c WO *ET a /Asa .sl o' ': 4 (Nor w0 ..•) vauL .a a Mrrr /$40 Her V"u.6 (M r : w�1 y�IN Dady (11P% -,$) 4 ("u. u1* pD spa) px'ItiNop- ;mss GoOLALAV 4-0454 "E 1 cvo (4 5 04.4. ar tI4I. ,t.'►IL ` .R •f wwrts .5;Ayiariks E 4. + z •. in Alk 4®. fT, ,. boo 292 U 0., 0.004 Ueiht 9.9 3 1861 1 0.O(j 1 14.7" ST2, ' O.4 17(o. 2 2,4 buxEr 11■ (140 1 391.46 yvrw. c+.1�r14 Nit *LK ('"rJ. ) 13 i 6S S • o8- 15o.31 viioOOW .( .w ...01 rw► JZ(o3 . 51 13:4..2 1') 1 ®9 I� L 41 r041 44.» . l. 4.6 33 X3.53 R1.. L4*. (1b1043 �,.. 1 Oiil tiVOC i 0 v( RECEIVED CITY OF TUKWILA PERMIT CENTER i 6E E 5 Lot 19 BLA No. L96 -0077 (Allentown) New construction, single family residence 1 Furnace: Armstrong GUJ07514 60,000 BTU Waterheater: Bradford White 40 gallons VCIII2 1 Kitchen, Kenmore 280 CFM 4 Bathrooms and laundry room, Nutone 370 70 C F y d 1 Whole house fan, Nutone OT130 110 CFM .05 sones RECEIVED CITY OF TUKWILA :IAN 2 5 1999 PERMIT CENTER REF SIt~ k • S PAD E . 1 10 I- - -i I REF I - Re-LT vEN F/P Liwygo R INS ?ALL Peg. U3L SdL.31D.9.1. - 3M F6. PIREG ?IONS 10 6KE 1x6 HrZ- 1 .I 4x &I.3F2 E f ' nN KPrrb+1-.tl 4,412.17F2 5 ° 4 ° x o IMPACT BARRIER. vA R,60 E 5 \ 5 /8' TYPE. 'X 6 COMMON WALLS CONT. TO UNDER' - SIDE. OF ROOF SHEATI -tiNv z to IF 1° 50 'q x _ 11lrtuJC> oVFR Ir e ex. . #, . I .--- ( - - - - -- --- - --- -. i1 cn I 1 1 �4x13H 1I' 8 ° l° O.I -!.D I 1 5° 1°O.H.D. I 1 r1 I NON- BEARING 1 I GOLD HO I SEE MT. S HT. It1 1 SE.E DET. HT. 0 7 ' I J ,2-4' j, 36" 4+1,1,4, I, 3!0" �i2 "�,24 "Ji2r� ' 10" Kt 1 G■15INET EL EVAT10N I /4I°.II io11 Y 4x12Dr2 9 °3 xp 51-1 .1 ALTE.RNP-TE KITGHCN FLA 9 '/4" •I' -7' sE.E SHEET 5OF Fog .ALTERNATE KITGH CA.BINGT ELEvAT ;-"NS LU t DESIGN .VALU ESQ .:. • FLOOR JOISTS ` • HF 2 F„ = 75 . , 1175 • STUDS 4POSTS . HF Fc . 4o5 -BEAMS t HEADERS .HF2 Fv =15 }' FL, • 860 " ..,DF2 Fs/ =95 Fb -e)75 RAFTERS +(V t. F.. s 75) Fb ■ 1270 . DESIvN VALUES DER IVED FROM TAP,LES 23-1-A" 1 42:5-1-X-1 AND ARE.. vIVEN IN POUNDS PER SQUARE INCH'. • MIG R[OLA t. LU -LAM •x DF I F.. :285 Fb= 2800,E.1.lt®• F..2.1(.5 Ft.,.2400, ErI•bx 1®` F./= 65, Fb= 1350 E= I.Cix10 11.lz Dr 5•c# 8 5L.C.L. DR. .., „Pk 1.10? SEE. SHEET NO.b.OF7 FoR SHE.ARL4ALL # HOLDOWN SCHEDULES SPADE 24' 12 3v" 6 2'- ° LINE OF FLOOR A 4 DIN INS FOOM FLU51-1c+k -' DFI Co" STEP 5`TAI k V" L E7G • IC) '-. I O I /i" PHON rgoVIDE22 "r 30 " CRAW L AC&E5s IN .SEE DETAIL. N S I-k E E T 140. t (a) °5 5H W /0 . 4 ° t 1 °F\Q 7 i ovER • ,'4 1{Ca12.. . 1'INLLIDFJ (2)4 °5'° SN w /(2)1'FA0, QTR.. RN) Twh►J, OVER - 4x 4 HOR-IZ. MULLION 4)(A: r,FL OvE.F. (2)9' 1 ° 5H H /C1) 2 RAD.\ LF -FND OVer-'ELEV.'F' ) 9 1_ 4 " Is' -011 umiammilromrs 2 -1 20' -0 I MAIN FLOOR „LAN 5' -O" 369 M 114 L 4Lt Cii Ki raa PE.ie _WOG .5!~G 4 .y I..Cp . A40 Ste. 9: Li. v ' - , r. 0 I 20 -O` 6&1 -4‘,(I2 F * j 30 . . 30 . POWDE(Z. Maly MASTEF•-' - • • OPTIONAi: jV. NIGN E co Fig EPLAGE' M.� rL. ,984 uPPEFL FL. 830 G E .440 it �'fb f}i $ i`( carve. . i s (ALA. /r iso .tale I �t buo4 T: (ha 'MKL b.' CoM Iva Ei iT 4 ca. fT. . U a uA ° SATwi PL•4 boo 0. alt. 2a.I u *M1LO &OW MMI4i 2 ?2 0. 0 9.93 NtT vGwsenn f , wJ I .033 t oss JeiI 16011 w10900s met" gamma) 279. a•�5 17fe.A Amps s (• wimpy spa) w t�.o*I • Z Gt 1 VAN- ohs 41 °•' 16. 4 c /� 1 4.91D (VatMa s ) �� I F. ,,eA, . b � ^-/ I WOW Id" (teat4 391.46 FI CCI T °b.1.; F* KL IFKIbtre t ?DS Gal -g..rai + Mf A W e UA. ► eat*4 I...Y.s�w ere.,a 11 �' t� . 0 22 Yt .......... Gs'f&44.1LdilF 30 2.92 .033 t oss JeiI 16011 NIT v u ( . ) 13 163 3 wuroowsc•••Y.w.l.on 14 1.103.3 .51 Ft cop. I7 • - ?... mum mama $w CIIIIIIMIIIPITII M']�M EET• sot lAs14 OEM • ��l -Y ,, � Mirlilli WWI S.reW I...Y.s�w ere.,a 11 411 .. ■llINIIf Mil° r-t IMENI > INIFII• 1��['LTt M']�M - �r ^ to 7 bbd. TO 7 b.k 1M 1bN. 2 1 - 17 - 11D4.114 jOalt lls 391,46 - • 13 49 sill Imam AMOrely 1N1 Saone linen TAWS 3.1 Ylr w e Sawa SrseMs V..n.SsdW. Cesedty 16eedrs.es.W 1.=.1.:...:.2. -= _ 111.4 TAWS 3-2 Male Nam Ver.Ss.u. Flew wekee sw ...wawa : « +e.. 2 KS L.dr...a • tasre.e 50 So 120 S 120 ISo 1. 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' * '' ' ''' ' ' . ' ' ' . ' . * . , ,.• ..e',..1„ ', 0. .....• .7,... ‘.,...•,- .„,....,-- ....., .''' r ,., .. 4, F.' ,, W • ',■'-, ''.'";,. ...-,-. , ..., • . -`•- , • • . ••• ,'," ' '''' • - • '. ''' ' ' ' • "' - ' ". ' INI■11111111 • "..'" •", -.• •• • •• • ••• . • , ••• • ,• • , ••• • •• • t• • • •• • ••••• t. • • • • • OM 1•11111111 REVISIONS .• • • • 1-20-9 • 9-4.6 ! • k ;z 4, - ;•-•:',••• • Trt,•%.. s••••` ' • • -;.• • •.• • Y,•-st. • 4 e V ,A,ftr:e.1:4•44, 0,7 ,;(.; N( Or' • 14111101•11., ‘ Pi.'47 1 * .X" 6"17'.1.1.:'.1144(C4 i ;* • TV Z.-0)/tOtt.ei",.)/A14'4??.ece ektoa k\1dtt._ �t�EJCt. t4 �nr ma J LJL.JIL J La xl'ZDFI 4x Co DFI '^I /BC4e. 61 /(12)icod D ®L: 2 10'S 13E1-cIJ wiNPOW SIDES I/4 r CA iJ'fI LEV E bt.r✓ �1� Till' IC 44e" CAN R- - PRP M E Zx IO'5 icp 1'. . IJ0TE s-rAe LAWUT SEE SHEB.T NO4o,4OF Fog FLnoFt. TIE SCHEDULE Ur E1 FL ,001z- F F PLAN SOLID 13LOL1 P3EP IZI WC, - - 24' GA. NTI!,EVER- 11 1'4 J2.4M • LAZY SINK SUS ^N REF, I I SPAeEI Of VOILA, 1 \R °vEQ OPTIaI•A..L 2xC. SOFFIT !� 21" D SPACE 30" 114 3co" I.40 LA -r SUSAN L 2700 1 .)0d �t,1E�.TE KIr'NEN ETS 1 SC39 CITY ECVED OF EGG 6 UKWILA 1 t \J Stii1 i L:J JAN 2 5 1999 PERMIT CENTER DOA 00 lo i 1 r ."11"1"al l i r_ Y Q CO c ' 0 N qf" y NN OYl N - i i JOB NO. PLAN NO. 1814 I NU-EWOOD AARKi SHEATHING 11 FASTENER-SPACING CALL FJGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAVINCt ANCHORS • ' LOWABLE• SHEAR' NOTES 71W ION APA RATED SICATHING 60g 6' OC OR 1 16 GA a d' OC 1$dg6'OC 6R lir Al g 4' OC AM a 1N ne 2,,,, a 1� . 1R' GWB BOTH SIDES 5d COOLER OR GWB g roc • 160 a S OC OR 117 AS C 4'.0c A34 4 16' O 200 PLF . IR' GWB v riE &DE 60 COOLER OR .. I ALLBOARO E7'OC 160 B 17 OC OR 117 AB 4'OC A34 C 24' OC 100 PLF I 71i6 MIN APA RATED ` S HEATHING •c a 6' OC . OR- 15 GA a 5"OC . 160 COG ' 'OR 112' AB a 4' OC A34 16' OC 240 PLF 7n6' MIN AAA RA TED SHEATHING •0 4' O.C. OR 15 GA $ 31!Y OC 2. 160 a roc. OR 112 A. B 3' 0 C. A3S a 12' O.0 $53 PLF 1,4 7116' MINAPA RATED SHEATHING Nk al- OC. OR 15 G>; C 2 1J7.Ot 2. 16ee 6'OC OR 117 AI C 7 O C A35 a .17 O C 4S1 PLF 1.2 NOTES I LOCK ALL HOR;ZONTAL EDGES W.TH 2X BLOCKING 2 WIEN SHEARp:AL L IS 24' OR LESS IN LENGTH, REFER TO V •:THIN LATERAL • RESTRAINT PANEL DETAILS - • EXTEND 2.x 1 "(AILS TO WALL, PROVIDE FURRIN FOR R. IN5UL. � I 2x'I HF2 RAF II a 4'0. � ixlJH 2 %-, w l I LE Y. �NL riliniMAIIIIIIIME I lailliaMil I - -I � l FZ E'r 2 HF FT 24 ". USSES G H F2 24 "a FILL LINE OF It.. 18 "O.H, 9'bH LINE. Of 2' I P W /IC ELEV. ON 12.“0. H. Roof.F' I/4 = NO'' MATCH e:/1L 12: 16 "O. H. LINE OF Co' CLIP w /'G' ELEV. ONLY- PROVIDE ("RA PUA ?Ep Tg.U55 IN S �N - REV IONS Truss NOTES - INSTALL 4 5RAGE PER- MANE F SPECS NO FIELD MODI FI WITHOUT PESI ('N ENGINES S APP.OVAL - ENV INEE - N. TO AG COM PANY APPROVED PLANS ATTIC VENTILATION 1092 SQ. FT. @ I /300 3,(g 4 5. F. PQ D• 2S VENT E5L001 ' •0o54 S.F EA = 1.53 S. F 2 GJa8LE VENT @I.1255.F =2.25 S.F. ^x 7 lr.O'f ,. _ G' <,<_ ;t = Z • a3 S.F. ACTUAL VENT ^R/+= 4,08 5.F. 12''O.H.'S 12 "o.H:S � IZIIO ' H. 3 6AR1".VE@ 'D` ELEV. ONLY RECEIVED CITY OF TUKWII..A JAN 2 5 1999 PERMIT CENTER Q cD ko I I 1 1 cc; -) c." ccs O 16..1 X z ,,, Lu 0 JOB NO. 0o, Z' U ` i PLN A NO. I 1814 IN(LEW002 ' CO I HORizeParALCR 5Lorop &vl,Az11.1Ca T r ) la-Pi,i Wlt 51 4 L -ccr6 Lb13G 0-1A17514 VP 4 S 24o1.S c7NT. MI`sICO -LAM DM C'VeR 6141"4"E- PARS o ur-I P� ' X' G Wl F (OP ?(0 -x. 3 %ex 10'11,6145) TO OT SH SIDE OF ROOF S+�EATHING L- 6A E 14`ILef?-/ 12': 12 I''/ IO4 4 "GONG SLAB 1..1/$ geo "0.4. ED(.ES 12 "o F1ELD SLOPE TO FRONT "KO. (at.ka& 2x 4 PT. MUO5ILL'WIT'11 I /2." x 10 ° ANGH0E- BOLTS G° 4L[)"o.e.; +(r WITH IN IV PM N F PLATES UNLE55 NOTED O1HERWISE 2.2 x4 TO PLATE (45" MtN.LAP) V2." Co WE) R-13 INSULATION w /VAPo R. BARRIER 88 /6 "2x4 STUDS @ I!v "o G. 2 x 4 15TH. PL. 2 -2x4 TOP P LATE. (48" MIN . LAP) ' Ila4 @ EA. D94.. Tor PLATE. LAP SOLID 13LOG•ING OVEP- 6EARING(T'(P. � 1/2." /..1,..15 R-13 IN5UL. ' 1 w /V.6. - 88 2 x j STUDS I!a "o G. III 2x4 9TTOM PL 'IIR ivar 1 1L i(J ( " rti771, "TrS - MAX. RISE 8", MIN. RUN 9 " MIN, HEAD M 6 -8" - 2 - 2xiO91P4-4C&EP -5 WITH 2 x4 STR- ONG5A.Gis - FlREBLOGK STAIRS ONCE IN MIDDLE OF EUP.f BETIJEEtJ STR1N66R5 +A -LONG RUN BETI -.TEEN STUDS. - uSEABL.E SPACE UNPE2 STAIRS TO BE 1-HOUR- FI FE CONS 5/8" TYPE' x' &WS' TAPIEP 4 FINISH W. TYPICAL ST,' I fZ S E -T ION 1/2 ' = I ' -0 " I' /'L " -2 DIP. CONTINUOUS HAND Fit IL.. gel* UIZN ENDS To 1.1 AL I. ) t1fl Ile&LEAR- M1N. 4 Gu - ula6 SSG, -'f 1i tl oT�: - PEIPIL Hr( ea< usr-o w /PmJLL - FIa'R ovt4- ck‘viLlmt 11.1 .10 Q1,.4 1.1u9 sILL - I,1 T LL 5. Clithitt c jUl coa-aTliluou.5 1° R 14EADEiz w /rof ru'Tai &:4 itArtp �F�F�Tt1I 3 . MIN . Z 'I/o 8J IL' @ 3O.c. p wit"( '(D AU- fiA11-5, 000 4-IUDs 40- r T �- .- ixSTuas ( MAIL 6 4j4. 1 Ea. 51 , 6 - 11.1 , 03 I.IOLoov4i, £L k HrdJUF. s t: ". ) t, I1 s PIO- --,L11 c 1 bRl4 peoJt. Ii 1 or Eht Dop1F� Y2 4A •b., Mlt!• 7'iI- 16E01.44t( '11 IF1UOUS W/1-- a► f tikan 1: - Pp�lt✓L DETAIL. slAIL- Italic- 7� t:ULt T 4 ' i 'f VELUX mounting b VELUX step 2 x I2 RA F'TE1 R-30 INSULATION w /VAPOR BP±RR I•R- 4 I" AIRSPAG f. INSUL4TIOM $AFFLE TO MAINTAIN I" MIN, AIRSPACE EXTEND TRUSS TP I LS TO SYIS FeorreP -S 12 A-PIN& SECTION 3-5 I/ 4" s 1'-0 MAN UFACTURE D STPMPED F.00F TRu5SE5 Ca21"m FT &S. TO R -EST ON UNDISTURBED N111.4.5011, BEARING VALUE. 120 �,ULIN� SEGT10 A -A N .4 t7oviNSrour DRAti1L1Nw TK it LIP - 1E171 To APPrLoVE.0 S QQAIrJA6 S'tYTF I m. - ul / 5E , 180+,1 AND I snra .2- COMPOSITION r OVER 15* FELT OVER , /I10"0.5.8. SHEATHING w /8d( 9" .�•EDbES, I'L'o.c. tN FIELD INSUL. BAFFLE VENT 6LOGKIN� S JOINV PEIZ f5LPR.'S. OVER_ MIN 7# BUILDIIJG PAPER /Ilo"O.S.$. SHF.ATNIN& , 41/&8 EDc2ES, 12 "o.c. FIELD -T1'P UNLESS NOTED OTHERI.J ISE 5121N6 PE.? 6L- S. SPEG O VER. MIN . 7 BL Dfo. PIP. " "O.S.B. SHEATH wig J <P`e "o. c. ED(ES 12'o.`. FIELD- TYP UNLESS NOT ED CT HFR WISE 2-104 4 1 - 41 6AR. CONT. c'TOP o L.IA• #4 V5,1 1Co ", .s, SOIL PS F RECEIVED CITY OF TI}KWILA JAN 2 5 1999 1/4,r m I ej ,r 12:) tDOK.P PAN ENTE# o ra' a' 0L eV- PLAN M i. ts14 { N6LEWG 7D Meta Mem 3 loin to sill or gi.r. lob. 3.9sci 2 lkidging to joke missal emit cod 2.10d • , 2 90 ' 1 .W1 2. IN1 ' 3 1 - a 6 (25 non a 152 gm, Msfloor or IC.10 each PON. face oad a Wide. 1.71 I - ,, b (2.5 non a 152 nonlitubfloor m Mil )0.1. facc nail 5. 2 (st non ) MAI. lop. or girder. blind and lace mail ft Sole plate to jp. or Nosiong, typical Me nail Sole rim to joist or blacking. at braced wad panels 1. al I, I 40n nun) n c 01.91, 1,1Mts ritalt 7. Topple. to load. end nail 2-II. a M. toenail or 2 Ihd, end MP It, al 21,n11. somt or . lid o • - i N19 h' 0 mintos I ri ' in. arm 1 o r along each edgc 3.. 1-141 . 3- thd 3.1.91 9 Stud to sole pl. , I.Isle OM, face nail In. DnuMei , atea typ. face nail top ales. ap spl It Mocking between johns or ref, to top plate. ioenad 12 Rim post to lop pls.. toenail 1 Tols P.M. laps . Interment. Me nail 10 C.o.. header. two meoes • 15 Ceiling OEMS 10 plate. umai) th Cletimous header to nu. toenail 17 Ceiling p.m lam over partite, face nail IL Ceiling joists to mallet rafters. lam nail 19. Ratter to plate. ion. 2n. 1 (25 nun)b .. to each stud mad plate. face ned 21 1 a ft (25 min a 203 rnm).athing or tem to each heming. lace mil 2.0kt i 22 Wider .an 1 a r (25 ism a 2113 min) sheathirig to each Mariag. fsce mil Ind 1.1 24 anad 21 130111.0, C011.G1 aInds N Roth, girder and hams 2ild at 32 0113 non) o.c. at , . bottom atot N. cd 2-20d at ends and io each sptrc 1 25 .2' (5 mint planks ',Mal al each hear, . Wood 'unman, pan. and penickhoerd Sublime and wall sheadaing (to framing). 9, ono) and . '',..• 4'115 non-19 ran. Combination atelloormderlayment Ito Monog2 7 /. ° (19 mat mal lem oil' 11d,l 1.1 hd .1 pd. No Ilpa NN No th pa 7 No 11 pa 7 NO No lik pa, 27 Nod., (to tmeningy' ' 7 motor lem ‘rs 116 ann) 29 Fibe.ard sheathing' . 17 7 02.7 rem) Z- (21/ mot) 29. ham. mind, -Vs" 19 5 ma. f.,dit GENERAL NOTES - 1997 UBC 1. Contractor shell verify all dimensions. in the field. Any varieties from the drawings shell be bought to the attention of the Designer or Engineer. 2 Adequate shoring and bring dell structural =ober* during vonstruction shell be provided. Any proposed field changes to have the prior approval of Engineer. FRAMING NOTES FRI. Fame nailing so be in compliance with ABC Tabk No. 23-11-8-1, FR2. All wood exposed to weather, such as wood used for deck framing including decking raihngs, joids. beams and posts *all be pressure treated of wood with neural residence io decay. IFIR3. Wheaneeks, landings or poothes are mom than 30 in. above grade, provide ptddrads not less dem 36 in. high FR4. All attic spaces with 30 in. mom =tient be l be e ioeevie -- eiel with di access opening 22 in. by 30in. The opening all be located in* conidor, hallway or other rIy miessedelootion and have st least 30-in heedrooin per UBC Sec. 1505.1. If an opening penaides the prase •ceiling, the occupancy separation should be maintained with eager-dosing access, per UBC Sec. 302. FRS. All corridors shadl not be km than 36 in. wide. GARAGE Gl. Provide an occupancy separation between the residence and the prase with materials approved for I-hour fire-resistive construction on the prep side. Gimps and aspects enth living area above all have -hour protection for both ceiling and structural members Cl. Doan between the mom 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-houte comma wall, the walls and poet supporting the second floor framing shall have 5/8" type gyps= board on the pried side o( the wall G4. Posts supporfing sewed floor framing will need "columajecketing" per UBC Sec. 704.23 to Feted fee "the resistive" materid. As an donate, heavy-timber poem may be used without 1 hr. protectice (min. size 8"x8"). STAIRWAYS Si. Usabk space under stairs shall have walls and soffits (on the enclosed side) detected as iv:wired for 1-hour fire resistive construction. Si. Stairways to have a nuxinann rise of 8 in. and a miniature run of 9 in head room MillailEMDI of 6 feet 8 inches, minimum width of 36 in Heeded: to have ends returned and placed a minim= 34in, and a maximum 4'38 is above tread noting. The hand grip potion clam handrail shall not be less than 1 eS inches not more than e inches in cross-sectional dimension cr itic Shape shall provide an equivalent pipping surface. The haedgrip shall have a smooth surface with no sham corners. Hail, projectine from a wail shall have a space of not less than 1-% Indus between the wall and the hantkail S3. hat:mediate rails of the stairway guardrails shall be spaced an that a 4-inch diameter sphere cannot pass tkough, per UBC Sec. 509.3. HEATING SYSTEMS HI. All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. HL No warm air finuaces shall be installed in a closet or alcove less than 12 inches wider than the fume= or fain indalloi therein with a minimum clear working space not less than 3 inches along the sides, back. and top. fit. Appliances inc alLeA. in garages ay other areas where they nay be su to vehicular damage dull be suitably gadded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of such vebicks. at Evay Waxy built chimney, Type L vent, Type El gas vent or Type BW gas vent shall be installed in accordance with the tams olds bating and manufwawas mstructions. HS. RIM= air ducts in the garage that pass through the thine/garage common wall shell be No. 26 gage steel or thicker. 06. Openings mind gas vents, ducts, pipes, chimneys and fireplaces at ceiling and Dan Levels__ dull have fireblocking, per UBC Sec. 708.2.1(4). 117. Provide firebioching at 10-foot intervals in the wall both horizontally and vertically per UBC Sec. 708.2.1.1. MECHANICAL AND PLUMBING MN. Domestic kitdiat range and clothes dryer vents shall be of metal and have smooth interior surfaces. Exhaust ducts shall tetmitate outside of the building and be equipped with back draft dampers. Length limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 foot including two 90 degree elbows. Two feet shall be deducted for each 90-degree elbow in excess of two per UMC 504.31. MP2. Water closet compartment eraainam 30" wide with 2 clear space in from of stool. Min. When gypsinn viallbcon is used as a base for Life or wall panels for tub, shower or water closet compartment walls. Watet gypsum backing board shall be used. Ceiling framing must be min. 1 roc to support water resistant gypsum board per UBC Sec_2512. NUM Water closets sot to use more than 1.6 gallons per flush per WAC 51-46,47 402.3.1.2. MPS. Strap the water headers at points within the upper 1/3 and lower 1/3 of its vertical dimasion. Lower points shall be minima 4" above controls per UPC 510.5. MP6. Showerheads to bave a maximum flow rate of 2.5 spa per WAC 51-46-402.3.2.2. MP7. Provide non-resnovable type backflcnv prevention device at all hose bibs per UPC 603.4.7. MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE 11. Indoor design temperature shall be 70 F for heating and 78 F for cooling. WAC 51. 11-302.2.1. 12. Provide ban insulation wises the ceiling slope is greater than 3:12 per WAC 51-11 - 502.1.4.5, 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2. MISCRIXAMOUS MI. A smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or arcs giving access Meech seponte sleeping area. When the dwelling Ind has more thin one story or a basement, a detector &di on the upper level, adept that what the know level coati= a skaping area a detector shall be placed on each level. When sleeping mans are located on the upper level, a detector shall be placed at the ceiling tithe upper level in close proximity to the stairway. Where the ceiling height of a room opens to the balmy saving the sleeping rooms exceeds that. of the hallway by 24 or more dames shall be placed India hallway and the adjacent room Detectors shall monad an slum oak in di sleeping wan of the 'Rome per UDC 310.9.1A. Th-em_ teaellre-, pr from the budding wising and be equipped with a bleary backup per UDC 310.9. 1.3., The detector shall emit a signal what dm batteries are low. Mt Provide minimum 36" Imidine at all tumid doors per UBC Sec. 10033.1.6 and 1003,3.1.7. MI All exit doom *A be visible from the inside without a key or special knowledge or effort (a Usk Istdi, dead bolt, or security chain mounted at a height of 44" cc less above finish floor may be provided) per UBC See. 1003.3.11, medial 12. In4. All skyliehts shell be amused at least 4" above the plane of the roof per LAIC Sec. 2409.4. The sloped glazing and flames provided should nuist snow and wind loads per UBC Chapter 16 and Sec. 2409.5. 5 k ts 5 haii 're.w,p /tot I aSS . 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). Ft Leerier stud bearing walls may be supported by isolated footings. The width, length and depth skid! be 24"x24"x6" 1-stoey, 30"x30 x7" for 2-stories and 36"x36"xr for 3-attaiss AU piers *all be placed 6 feet on center maximum Ft Prenide 18 minimum mewl space under wood jotsts and 12 under wood Orders or wood to be present treated per UBC Sec. 2306.3. F4. Provide nee-einem 18"x2r crawlspece access. FS. Provide crawkpace ventilation of ininimunt I square foot for ever e 150 square feet of under floor sree. F6. Foundation walls enclosing abasement below grade to be damp proofed by *dowel F-7. All footings and stabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. FS. Assumed allowable soil bearing pressure e1200 psf. F9. Slabs: Perimeter insulation installed on the inside of the foundation wall shall extend downward from the top add slab for a minimum of 24". Insulation installed on the outside of the foundation wall shall extend downward from the top to the bottom of the footing Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces. . Fit Ground cove,. G a 6 mit. Black polyethylene or approved aquil shall be laid over the pound within crawkpeces. The ground cover shall be overlapped 12" min. at the joins and shall extend to the foundden wall EXCEPTION: The ground cover may be omitted in cravespaces lithe crawlapace has a concrete slab floor with a minimum thickness of 3 *A". FIL Duct constmetion: All heating ducts unconditioned shall be insulated to a minimum of R-8. All ductwork scent joint. both longitudinal and transverse shall be taped and sealed. Non-recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R-3 minimum. STRUCTURAL NOTES CoMES AND SPECIFICATIONS 1. Uniform Building Code - 1997 Edition 2. ACI 31843 Building Code Requirements for Reinforced Concrete 3. KILT! Fastening Tedmical Guide 4. Western Products Use Book 5. Simplot Stone Tic Connectots Catalog - 1998 DESIGN CRITERIA I . Wind Load - per Uniform Building Code • Method 2, Basic Wind Speed 80 MPH. Expoinire B 2. 8eennic - per Uniform Building Code Zone 3, 1 e 1.0 3. Reef Load DL 10 PSF LL 25 PSF 4. Floor Load DL e 10 PSF LL 40 PSF 5. Deck Loed -DL- 10 PSF LI - 40 PSF 6. Soils - Assumed 1200 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Preside for Retaining Wall Dodge 7. Concrete - 2500 PSI 28 days - Grade 40 reinforcement - Minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Maur - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and aliowabk stresses shall be as follows unless noted otherwise on plans Gitelam beams 24F-V4 Fbe2400 psi 1 %" Micro-lams E-4800 ksi Fb-2600 pi • 2 11/16" Parnassus E-2100 ksi Fb-3100 pi 3 Vi, 5 %A 7" Posits= E..2000 kat Fb-2900 psi AITC Certificates for the glu-lam beams to be provided to the building deparunent 2. When header interrupts top plate, header shall have strap connectors to the top plate each end. Use 2 Simpson MSTA24 coons:don. UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common 0, 6" oc, UNO. 8c1 common nails shall be 0.131" Ox 2 1/4" minimum_ 4. Floor and roof diaphragm nailing shall be 8d common (.0 6"oc at all supported panel edges and Id (0 12'ne at intermediate supports. TABLE 23-41-B-1-HAIUNG SCHEDULE . Common or Ma nails may M used except when others. Meted NvI, ,13C(11 at 1. inchm (152 mni) on center at edge, 12 end., (1,15 mm) at intemethate support clicm h inch, r 152 ai All pS where spans arc 45 imhen (12. mmlin owe Foe selling of wood reractural panel and parOckhomd diaphragms and sheer walls. refer hi Sat 15. 03 and 2315 .1 Nails kranern or defamed .nk. 7 Comm. ' 7 1/eframed shank kw-wwww, worw, wa .1th • 'Na-ificledientMer (11 ram) hew sad I 1//l) / inroldicathmg and 11/40mht. ma 1 • N th 1 l.20nch (39 mt 9,09 1 ,1, I,, 15 /.-Mch cosfonsting to the mummer. of Section 23:,r 10 .3. mrparr r lechea(106 in. 20 inches ISM eria. nemigth1011.0 0 .I 7 " 1•Insel suppons ▪ . 24 arang 1 6 loclies (11 on panel edges. 12 inches I.'05 mat) CIV Of IMO D,ppRoV 1999 - in-DNG RECEIVED CITY OF TUKWILA JAN 2 5 1999 FERMI CENTER 44 IzaiAR. /eat. LOter, 44-gEmii (4ggOR cowl, 12H3AR. PLAtV16 Pf-tz voc 199 7.7 1 • ,1 ax.1016 VL wisies thvoi•folk617 d, 16" so tLIflIIu 4S+ 1203M 18" a. COW. HOg1g. .4#4- ROAR le" O.G. (Q.Wt ROAR Coffin • ROAR £L� 1107.7.1 axt,, ‘4. Is/P. - 7 4 _ 1 1 1=-- 1 11 1. - - - 11 11 E n1-1- I uoisfueieeo sosaAN son. rostuu CONI/t(.7 If. uposfuPOP, 50n- 7=11 IMO 1111;70 _q111a_ PO PAP \11191;fi •VAF PER RI, Aw RECEIVED CITY CITY OF TUKWILA JAN 2 5 1999 .ERMIT CENTER ILQ