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Permit D99-0013 - Dreamcraft Homes - Lot 16 - New Single Family Residence
d99-0013 12023 46th avenue south dreamcraft homes • .... w ....... r _... • City of Tukwila , Parcel No: 334740 -1260 Address: 12023 46 AV S Suite No: Location: LOT 16 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Print Name : L�� /4i/i'A4 Contractor License No: MJFHOI *092DA DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D99 -0013 ISSUED 08/11/1999 02/07/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Streams: OCCUPANT DREAMCRAFT HOMES LOT 16 , TUKWILA WA 98187 OWNER DREAMCRAFT HOMES 215 E MEEKER, KENT WA 98032 CONTACT VICKIE MARTIN 215 E MEEKER, KENT WA 98032 CONTRACTOR M J F. HOLDINGS INC 215 E MEEKER, KENT WA 98032 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW. 1,460 SQ FT SINGLE FAMILY RESIDENCE WITH A 440 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, ACCESS/SIDEWALK, STORM DRAINAGE,SANITARY SIDE SEWER. AND 3/4" PERMANENT WATER METER. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 131,864.40 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: 72 Fill: 60 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: $ 2,361.87 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 253 859 -9697 Phone: 253 859 -9697 Phone: 253 259 -9697 • Permit Center Authorized Signature: . Date:1i I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:__ .c Date: S - //` 4 71 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:": 12023. 46 Suite:. Tenant: Type: DEVPERM Parcel ft: Permit No: D99-0013 Status: ISSUED Applied: 01/21/1999 Issued: 08/11/199.9 ,******************************************** r* * * * * * * * * *** * * * * ** * * * * * * * * * * ** Permit Condit i ons: 1 . No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building Division. Plumbing :permits. shall ,be obtained through .the Seattle -King 'County, Department of : Publ ic "Health. pear b,t ng 0011 be ThSpected by that' i a g ency, including all gas piping (296-4722). Electrical pAr.mits .sha11 °e: obtained{ through the Washington" State Di vi s.i,i n' of ;;Labor. 'and Industries and all s eal ectr cal� (work will? b`e%`' inspected by ,that ' "agency' All mechani'caTworkP shall be -under separate permit, issued.;b the Cityv of Tukwila., All ' perm., ts, inspection records, / and - approved 'p l ans shal :avai labr'le "the job site )prior to: the start of 'any corm- struct 6ri» These documents.are,to be maintained andavai gab l e fs; it�i;1 "i .1 nal inspection approval . ° is granted. Any 0poJed , ��i nsu l ations ". "back;i,ng material shall have ,a Flame Spread Rating of 25- or''°less,r `and material?. shall bear identi -. f i c on showing the fire p rata ng thereof. , 5.A 1lfic'onstryction to _ „be done<<in conformance kith approved plains and requirements, of the Uniform ld;ing Code .(1997 Edikt�i.on) s as am ended ,. Uniform Mech`ani ,cal Code ( 1997 Edition andY Wash ington State Ene r: gy Code (-1997 , Ed i t ion) . t Notify the. City of Tukw`i ia Bui lding "'Divisi on prior to 4 . pl aa',isng any .concrete . This procedure' i.s ''i n " - addition to }requ i,rem(ents f oc special Inspection. I, Val i d"ii y of'` Permit The issuance' of a•, permit , or approval a' ;plans , ,sped i f i cat. ons, and computatti ons'}, sha l l'.4not be coil-, gyp= strued be a per'mdt for,. or an appr..ova.l 'of, a,ny viofatl of any vof. ;:the provisions of the .bu i l d i'ng'•"code, `�'or f o. any other or` d,i,nance of the jur i sd i ct i on . No permit.. =presum i ng to 'give authority to "u i o l ate kor cancel the °prov i s i ons . of rth.is code shall `' he valid. 10. Comply with therequ i rements ` of TMC,. ,16.04, Demo l i ti on /pe l oc- at i on of Structures and Artic l e ;. 87 of ` � the Uniform H°F�i re Code. 11. VENTILATION IS RE FOR ALL NEW' ROOMS AND . ..SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND , THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER' 51--13 WAC. 12. The storm drainage system downstream of your discharge will not function correctly unless the entire system is in place. Individual lot owners will be required by the City to install the portion of the system associated with their lot. Applicant proceeds at their own risk, as the storm drainage system construction sequence is determined by individual lot owners. The City will not install the storm drainage improvement identified on the plan dated 2 -18 -97 and approved on 4 -23 -98 . If applicant desires to complete any or all of the storm drainage system the City will issue a separate permit for work in the right -of -way or on an adjoining lot if 'easements are secured from the lot owner. 1 Thai cirinwalkg ghAll hP installed per plan dated 2- 18 - -97 and approved on ,.4 23 -9 =.+ Any curb cut access shat;l be- °done per• , • City of : Tukwila'- , andards , • Land •Altering (gr ci`i ng) ''to • be carried " out • n a 4 o rdance • with . ` the plan dated .2 18-97 and 'approved On 4.- 23 -98. T emporary " control measures" shall .be ,implemented as ', . the. first : order of ' business ' to ". prevent' 'sedi of.f s ite or::into exist storm drainage facilities • l e p te .. s Ni. e`: erosion control measures in race , as soon;.as passible after::f grading' has been completed and prior. to the Fi nal • .insp ,. °Dri;veway wi dth shall be..a 10' ••mi.nimum.; and '20'• max imum. Slope shall ; be a'max,imum of 15%. Turning r..adi i. shall be a minimum f - : five; .feet D rivewa y sh be paved withjnr30 f o right of -way. D riveways • shall be paved-- forcxa 'rmisnlmtini cli of 20' :from the edg f o exi , oastin d pavement. "7`7 ik 1wi. Ne construction - 'nd substantial; improvement cfy a ny re s:i dent i al: structure sha;l, It have the lowest •floor- 4i ncluding . basement, e l everted ,to° aI'tminii mum of . dne fooe above th'0 1 eve 1. as flood �?`l,ev i oy� (1 year) ,° ' ki w , , ti ` t� > " � #rF s� at s s wyk ry n s.'✓ t? Pv q sJ? '+ SAl T: builcdln s ` wi ; 11 , be constructed' and ' as bu ilt at or above e evati tits y�"s h n; on ppr , ved : d rainage = p l Fes" 'dated 2 artd approved on n ;`23 8. (NGV )atum'192,9 ), .�`' ,; T En clos d ' areas .below: the' lowest floor, shall l•" be i�gn t`o desed ;,• automatically equalize hydrostati "flood ,forces.:,,, A minimum of '!tw., openings { having a total ; net area of not. less than on square inch'- for `ev foot of; enclosed ,areas subj „' t o t food i ng� sha'1 be prov i dedd and with the bottom of a 1x1 ' o p en i ng s n' higher ',than :one foot abbs.ie grade..: t , e Op ma b'e equlp ed "w it screens,, lTouve,rs, r 6081 s or ' 94 l'0$.. p that` .they perm i • the auto or othe mati c< ent,r E and exit o,f flood .. i _ ' 21 The; C �i t yslo f , T _ .has•' y,an.u n derg t ron,d , ing ordinance r - h :,rp 'tel and �eable ,s`ervice 1 'unde � rground f rom th point ;of connect^ on, o n' •the: pole t t he 22f The i t e , elopr shall : be: required o ' furn ish the y City uti l 1,t,; .ess Ij spector:`:with survey data” for''the�;hause lowest fi nished f:1 , elevation : that equates, vertical; elevations s - =shown Qrt; plans with the National Geodetic ' Vertical ' Datu o,,f X1 m, 929 )1i7„ the Final . inspection' Project Name/re nY �a C�� U � Lo (o Value of Construct n: I ? O LD Site Address: City State /Zip: tkA ctsra T Parcel N1 m er: .34 4o tact 0 Tian)∎ 1a Property Owner: Urra.M --6f 1-lumes Floor Area Ratio: (total floor area of all structures divided by the area of the lot) e7 3 Phone: Ca5) % - G. cocci . Street Address:, . al 5 t t .. e. kke ..# (1)(\ cl 1su3a State /Zip: Fax #: Pot-s--,) S3-j- 5 Contractor: KIT d.ilic s ill( • Phone: (am) % —c t (0 47 Street Address: -IS E Meek er-1 ker## UO cl 3 � City State /Zip: F x # : &) J-) - `5 , 8 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: c-R n E ( o-X ph 1 AssoC ' (Ae Phone: ) CO 3► — 5353 Street Address: City State /Zip: 5c1'3 -1 1 ' 1 SE 1- Gr..� UDR Qwo u - 51 au Fax #: (5> fp31- 5`Sa Contact Person: 1' v Cl'<l ' e, r`�v) P Phone: h , �_ � " Street Address: . J City State /Zip: rt s C Mee Ce.r- . t LOA cl $O3 a- Fax #: (3t.,33) 36 .1- 53 Description of work to be done: NW.) QAYN% - kk_c-h on ) S(�o Cs-neatj rrsi Gknca.,- Type of work: ew Single- Family Residence in Addition - Single- Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure" ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: I! Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 1 4 (DO sq. ft. Dwelling sq. ft. Covered Deck(s) 1 az} 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) e7 3 "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. y, • CITY OF Tl 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. SFPERMIT.DOC 2/13/97 OR STAFF USE ONLY 4 Project N imber:' P..ormlt Number' •APPLICANT'REQUESTFOR.P.UBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: :(Addltional:revlews shalr be determined by. the Public Works Department): ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Cl Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date aflic ja+pf9 Date application x p qq App : (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER OR AUTHO IZED AGENT: Signature: \ N � Date: I Z( Print name: IC (l P �a s�� �G Q4 q? Cit <p`at -h. t1 ic; ax # � 20$ S B'2.- Address: E. . A r _ n Stet' TI' L PE' "r T APPLICATIONS MUST BE SUBMITTED WITH THE FOLLO NG: Y DRAWINGS PREPARED BY A 3ISTERED ARCHITECT OR PROFE(_ ONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ El Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Cl Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is, located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan El El Roof plan El El Building elevations (all views) ❑ ❑ Building height El ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction in 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 El Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. El ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval • from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building.Owner /Authorized Agent' If the applicant is other than the r 1 registered architect/engineer, or;coptractor licensed • by the State. of Washington, a notarized letter from the property owner authorizing the agent to submit this permit i appijca(ion and obtain the permit will be as part of this submittal. ; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPLRMIT.DOC 2/13/97 This Payment 02 / *:* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * *: * * * * * * * * * * * * * * ** CITY OF ;TUKWILA, '. WA. 0 TRANSMIT * * *' * * * * * * * * * * * * * * * * ** *A* * ** * * * * ** * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number:` R9800124' Amount: 13,407.75 08/11/99 08:48 Payment `Method: CHECK Notation: DREAMCRAFT Init.: CAS Perini t..No: D99 -0013 Type: DEVPERM Parcel No 334740 -1260 Site ;Address: 12023 46 AV S Locati on: .LOT 16 DEVELOPMENT PERMIT Total Fees 14,170.17 13,407.75 Total ALL Pmts 14,170.17 Balance:. .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code 000/345.830 000/322.100 000/345.830 000/345.830 000/345.830 • 000/386.904 000/342.400 412/342.400 402/342.400 401/388.102 401/386.520 401/342.400 401/343.40 401.388.104 402.388 ,104 000/322.100 000/345.830 ;. 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) WATER' INSPECTION FEE • WATER TURN - ON FEE WATER ASSESS ALLENTQWN SEWER ASSESS - ALLENTOWN . LAND.: :ALTERING; PERMIT. FEE, ,..; ANQ _,ALr P NG, P.i..AN:• OHEO.K Amount - 762.42 1,172.95 762.42 20.00 10.00 4.50 15.00 15.00 20.00 60.00 150.00 15.00 25.00 4,166.40 7,641.90 54.50 37 ,50 CC • tRi ect: QQ • 7dress: .tOV g ` , / i► ' T i . Da t>m�lrr I ___.... Special instructions: 1../ ' CO' , • Date .nte .7-e60 a.m. Re a er: hon INSPECTION RECORD Retain a copy with permit .� INSPECTION NO CITY OF:TUKWILA BUILDING DIVISION 6300 Blvd #100 Tukwila WA 98188 Approved per applicable codes. PERMIT.NO. ` (206)431 -3670 Corrections required prior to approval. COMMENTS: ;2o0 . C6(4 7 /,t- ( v z-4 77ciki 0 ( 7a Flit 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: Project: �{ lireamcrat IA Type of Inspection: P W iv►a1 Address: J2 3 �}( Ave S Date called: -) t4 oO Special instructions: Date want Q.m. Reques r: A l eC Pho e: 2019/376- 6722 D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 98188 )431 -3670 Corrections required prior to approval. COMMENTS: l Inspector: Date: � 4 J EI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permi MIT NO. •,Type of inspect n: lr: Projec Ref Addres Special instructions: Date called: Date wa ed: . a.m. h l •p.m. ''Requ: ter: fj •Ph'neNo.: • X 3949-6 )F BUILDING DIVISION Southcenter. Blvd., #100, Tukwila, WA 98188 Inspector: Date: 0o/ 'Approved per applicable codes. I I Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (206) 431-3670 Date: Pr • t T e Ins ction: Q/ ,/ Address r .1 c ` Z des G Date called: �I1��9q • Special instructions:. 0 / Date wanted: � 144/9/913"n1 Requester Phone: a" 5 -/d, Approved per applicable codes. ' t . k INSPECTION RECORD Retain a copy with permit INSPECTION NO. !Ty OF TUKWILA BUILDING DIVISION '300 Southcenter Blvd, #100 Tukwila WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: D %% g9 E] $47.60 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: it 'll/14MM Type of fnspec� ion' Ad c/W 5 . Date called: 1 Sp dial 'nstru tons: Date wanted: 1 1 i ha a a.m. Requester: fit t" Phone: 0.1/* �. 764761 _INSPECTION RECORD Retain a copy with permit ,,INSPECTION NO CITY OF TUKWILA BUILDING DIVISION :'6300 Southcenter Blvd, : #100, Tukwila, WA 9$1$f /_/(206)431 -3670 $pprovedper applicable 'codes. PERMIT NO. COMMENTS: Corrections required prior to approval. .1. d Lis ID $47.00 ' INSPECTION EE'REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Pro t �/t / r llet 'T/Cis1�7/� -� T a of Inspection: !C .& -- ' !i'ytwn -K tZ,s:� 4 � C Dat called I / / ; Sp cial instructions: Date wanted: ! / f p.m. Requester: h /eG Phone: A06/-,396 INSPECTION'NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. r._ ..... •.. ..,., , ....u,.,...'sisdlf.J;�t:l PERMIT NO. (206)431-3670 Corrections required prior to approval: COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .410.A 411 yr T. - if Inspettio7 ... .. IMIIIIAl .P.M111■ 14 ed: a ' 0. w.nted I q a.m. (.._ Special instructions: Reer trr ,.,.. - r---r.---• V7? INSPECTION RECORD Retain a copy with permit INSPECTION NO. I PERMIT NO CITY OF TUKWILA BUILDING DIVISION P? 2 60o Southcenter Blvd, #100, Tukwila WA 98188 (206)431-3670 Approved per applicable codes. igcorrections required prior to approval. COMMENTS: • I 4* C -(j).) 141.4.1„ d Y's " 46 - 4tc, ,Sou/4 Ce/1/ 114 14ZA PA J- S Inspector: 1 77 $47. 01 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter d., Suite 100. Call to schedule reinspection. Receipt No: Date: ..,„••••• COMMENTS: bo �'/ .` 1/ '/ �y �Tj� r��1/ 4/1:44 7 1 o y / 9 ixtre —G / J�( / -r � 1 I� dil ed',tCJ c fr 71-4t GY • ✓ frvw./ Addrest: /A 2 � C - . J (� Vi Date called: /9 Date wanted: a.m. / // p.m. (i •rG lit (it& 67fr'L• 7, l Phone: , fU . CP.t".8.,.4 n' i gge.0 fr s4 tt t , ,-14.44/4" We . 1 97 b ig i /. ea p, . i nr al,4- / Project: Type of Inspection: Addrest: /A 2 7 4, e S S. Date called: /9 Date wanted: a.m. / // p.m. Special instructions: 1.6 1 16 3 Requester:, n e / iN ay. p / Phone: , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit vq .7- cvf' PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: C \ 1�,„ µ Date: 16 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, feeinust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :Project: r+: Home 1 Dreamcraf Type of Inspection: SS Address: 12023 LJ 4J Ave S. Date called: 10 -15 -9 .Special instructions: �.0 1 b Date wanted: �� Q c 0 `o i l p.m. Requester: Alec Phone / : 206 39b_ INSPECTION RECORD Retain a copy with permit INSPECTION NO 17'• OF TUKWILA•BUILDING DIVISION 300 S Blvd, #100, Tukwila WA 98188 Approved per applicable codes. pR -a o 13 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: . • /I c f sic l sTt4 f4 re Lee. . r) o, /144..,e1 44 c 6K Inspector :,„ Date; 'v / / . $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: PrOj�c� , l : T p- rpectio , ✓ ` ? 7 1 A jress L c}j(1 / JY A ve 5 Dat , ailed: ( N?? pedal instructions: ... Date wanted: /0/8, % /.p.m Requester e //// /// _Phone: (R6 39,- -- .7a .: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 9818,8J PERMIT NO. - 6) 431, Ei7Afi Corrections required prior to approval. COMMENTS: ,.w 0 $47.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: RTX: tadevvedirric.„ 4„.1 Ty e of Inspecroni -T- rfalki iddress: >0.P' eC Dattrral led:, ) 9 — I (AO mg pedal instructions: 1(0 . Dq/antr, ,...- ......9 a.m. („„... Reqi,Jesier: ,.„ • 'INSPECTION RECORD Retain. a Copy with permit NSPECTION NO • , CITY OFTOKWILA:BUILDING DIVISION 6300 Southcenter ,Blvd Tukwila, WA 98188 PERMIT NO. ' (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 01•'" ID $47.00 EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: " D v e amc raft t Type of Inspection: Address: , l � 7 ` � ^ ye S Date called: g 19_ _ 9 9 I Special instructions: L 6) Ot /t� Date wanted: Q 8 ZQ "9 oy a.m / p.m. Requester A � eG Phon ' 2 010/396 [072.2 INSPECTION RECORD Retain a copy with permit PERMIT NO. CTION NO:,; ; OFTUKWILA BUILDING DIVISION 6300 Blvd, #100, Tukwila, WA .98188. (206)1=3670 orrections required prior to approval. COMMENTS: �U koR. Approved per applicable codes. Inspector: GJ Date: ig)-p J $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: pt*riV i f' Ir AL An ar TO 4, Type of Insp • n: 0 PI ( Address: rilis• .., f.i i SC. Date called: . l e Spe is instructions: ■• Date wanted: r y Requester: ec-it-t Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • . 6300 Southcenter Blvd, #100, Tukw WA 9818 PERMIT NO. (206)431-3670 COMMENTS: Approved per applicable codes. D Corrections required prior to approval. .1114614 0 $47 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: • c1 f::*„ Project. p 644crar Type of Inspeton: i s • —aft i A dress:, _, . at)i- „ t( i 5 Date cAlled:. Special instructions: ' - • , Date wanted: a. rn I 4q 13.m. Requester: ViCkj .‹... Phone: D /" /) 6300 Southcenter Blvd, #100; Tukwila, WA 98188 . r : • ) INSPECTION RECORD Retain a copy with permit IN F'ECTIO NO CITY OF TUKWILA BUILDING DIVISION • oo. PERMIT NO. (206)431-3670 ommNTsi. r Approved per applicable codes. Corrections required prior t Date: 0 $47. SPECTION REQUIRED. Nor to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. Receipt No: Date: • City of Tuktivila John W. Rants, Mayor Fire Department Thomas P Keefe, Fite Chief TTTKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: /\ Halon: / Monitor: ;11tff Pre -Fire: Permits: Authorized (...INALAPP . FRM f'd /1— / //2 7 /4°C) Datie Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 For Public Works Department evaluation and approval of site plans: (To be combined on permit application site plan) • Indicate scale of drawing • Identify location by address or distance to nearest intersection • Identify public right -of -way & any ease- ments • Commercial site plans require Licensed Engineers Stamp RECUT /ACCESS /SIDE TR A'NNELIZATIOIWS imensions ofsurfaan :thickness} 'ereent of slope & runoff direc �izeof curb:cutsllocations :.Vehicular &;pedestrian traffic.facilitiwi signing, striping, wheelchair ramps, curb cuts- Commercial : only FI LQOP /Hy ° I?A`V r Cl Type of pipelhydrant ; . ❑. oration &.f of all; v of beddin &back maten • • City of Tut fila Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 • = Residential + = Commercial Si of pipellocation L' ype alves Typ g Ilperc compaction Distance from structures, storm & sewer:fadli✓ Q Locati oft rust blockiin on: & ❑ : Sprinkler vault detail . FLOOD ZONE CONTROL + + Requirements available from Public 'Works. Dept ) ❑ Lowest finished floor. elevation . ❑ Contours. &elevations Per national Geodetic Vertical Datum (Contact Public Works Dept) LAND ALTERING • + (Clearing cut &fill) Ike Contours (as required for building permit: submit: tai; 2'. contours) showing existing &.proposed proposed::: contours • ' Estimate of yardage;: both cut & fit Erosion control plan with temporary & perma- nent measures V ING/MOVING u imensfons (f M/Ai) of overall load ersrzed Load :0:600/64 license Movin versized LoadOnfy ($50);; , ... ..:...........:..:... OL ANDS CAPE'IRRiGATIO +. ocat on of Depa rtment of lieafth approve ouble cfl'eck`v ype of pipe capper, high dens antic, ductile rze &depth of'pip iza of meter.& box oration:& elevation of meter box (water meter`: ermanent & exempt) Clearly show: whethe tap: on mainor domestic service ation` &type ofaap i.ype of bedding & backfiltmatenal/percent of SANiTAR.Y SIDE SEWER! D SEWER MAIN EXTEN • +< Type of: pipe (concrete PVC; etc.):: Size of pipellocatron Percent of slope on pipe/length of run. `6>a Connection points) to existing system Location:.of deanout(s) &;test Tec(s), : Manholes . • (sewer main extension only) Type of bedding: & backfill; matenallpercent of .. compaction Invert elevatiOnS, at structures & Junctions (sanitary side sewer only) :.: Provide. monthly: service billing information sanity side sewer only):: PUBLIC W4, SITE PLAN /CIVIL DRAWINGS REQUIREMENTS ul route map (6 r ogres • y of Cerliftcate:of insuranc covera inimurn $'f,000,0 000 bond (hauiing only), $5,000 ba • wing Oversized Load) made out to the Ci 0. STORM: DRA11 f + (Include exlsting . topography & proposed grading & surfacing) Type of pipe = concrete, ADS, etc, . Size of:pipe/location • Percent of slope onpipe/length of run Locationof all structures. .: H -9 All utility construction is to meet the City of Tukwila Standards (available for review at the Public Works Department). The Public Works Department will review your site plan for the following approvals: PLEASE PROVIDE THE FOLLOWING INFORMATION: of area to be drained, including'roof area of bedding & backfill materia€ percent. 'rt o :flow l ine ele vatio ns: i? ST REET' USE + Complete descrip of pro itylproposed schedule ( timeslda ti `2 x ll sheet) vurfh address &outline of limit$of activity tative to public right -of:.way & easements oposed traffic control/detour(per Manual of tform Traffic. Control` Devices, contact Public;: Works):;:;:'::: > rER.NMA`INEXTENSION•> • pe of Pip : copper. PVC. etc e.of pipe/location/dept a nt ty pes /ocatiotr hydran atio aloe types & locatio tinectron point(s) to existing system peofconnection: (live`tap, tee; :etc.)llocation' ation & size of thrust ,blocking: ize & location of mains;: including elevations profile); O WATER METER EXEMPT+ .;. PERMANENT! TEMPORARY`+ +: Diagram of domestic systemltie inof exempt meter: NumberfAccount for existing domestic meter • (exempt meter only) Size & type of material of meter;. seivice & me ter box Location & elevation of meter box (permanent :: water meter only) Type of pipe» (copper, high density molecular plastic, ducttle)(pennarient:water meter only) rr Location & type of tap (permanent water meter: only} Type.of bedding & backfill materials /percent: , compaction (permanent. water meter, only) :!/V.ater deposit, billing/refund information & monthly service information (form available at Public Works 4/98 FOR FURTHER CLARIFICATION ON PUBLIC WORKS SUBMITTAL REQUIREMENTS OR FOR FURTHER ASSISTANCE PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT AT (206) 433 -0179 C • a L 2 C w • 9 a a- • c • u C C : ` v • a • 0 a S v x a O 19 Materials•. (NI New) PVC — Min. schedule 35: • Concrete — Where soil conditions permit and slopes are less than I5X. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Cover: 12' Min Cover required over all pipe. Slope: Min. 2X Max. 20X without anchors Anchor for >20X Plu Cl Out (Total 90' requires Clean Out) Long Sweep Bend 4' Sewer Pipe Plugged Clean Out 1(0 Clean Out 6' Plug 6 X 6 X 4 VYE 6' SEVER PIPE PROPERTY LINE 10' Min. STREET Use Saddle for Existing Main. Soil Pipe Adapter (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CITY R/W UNE Show Address on Plan. 523 BIRCH ST. �� ' w e �ti z City of Tukwila O �'. - 4 a a Sanitary Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail tWRIZRZERMORM 18 18 Min. 1 Cover unless extended to Grade. 7 . 8' or LARGER MAIN SEVER W 30 CITY R/W UNE SANITARY SIDE SEWER DATE: 11/22/96 Not to .oats. SS -1 • W.3.36 Blocking. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may also be required. Concrete shall originate from a commercial batch plant. All tie -rods shall be painted with a bituminous coating. W.3.4 DOMESTIC WATER SERVICE/METERS All domestic and/or industrial consumption of water, except for fire - lines, .. shall be metered. Water service connections and plumbing shall conform to relevant Seattle/King County plumbing codes and City of Tukwila standards. All domestic water service connections require an approved water meter permit from the Public Works Department. 1. Single family residential water service connections shall be a minimum of three - fourths inch (3/4 ") and use copper tubing type K from main to meter w/o joint and materials between meter and house must be approved by the current Seattle/King County Plumbing Code. 2. Water service connections to other..than single family residential shall be a minimum of one inch (1") type K copper from main to meter w/o joint. 3. All pipe and fittings shall be rated for pressure of twice the maximum working pressure. Water services to be connected to an existing, in- service, water main, shall be made by a wet tap. The costs (labor, supplies, and equipment) for the completed installation shall be reported on the bill of sale form as a condition of acceptance of the installation. 3/4" and 1" Concrete blocking shall be cast in place. Blocking shall bear against fittings only and shall be clear of joints so as to permit dismantling at the joint. Backfilling shall not occur until the blocking obtains 3000 psi strength. All fittings shall be wrapped with plastic sheeting. 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. W -10 Angle stop: Mueller H- 14258. Meter tail piece shall contain angle cheek valve. Meter Setter: Mueller H- 1470 -2 or approved equal, set four inches (4 ") to six inches (6 ") from finished grade. Pipe: Type K copper tubing. • Meter Box: Olympic Foundry #511 or approved equal for 3/4" meters. #2 Fogtite otapproved equal for 1" meters. Plastic meter boxes may be used in landscape areas only. Solid steel 1/2" diamond plate lid is required in traffic areas. 1-1/2" and 2" 1. Tapping Saddle: Double strap Rockwell, Mueller, or approved equal (iron pipe thread). Corporation Stop: Mueller H -10013 or approved equal. Meter Valve: Jones, J -372F, or approved equal, one on each side of the meter. Highest point of valve to be 8" to 10" below finish grade. Meter setters may be used in place of meter valves. The meter setter must have a check valve on the downstream side and a built -in bypass assembly with lock wing (Mueller). Bypass Assembly: A 1" bypass assembly will be installed on all 2" services; optional on 1 -1/2" services. 5. Pipe Material: Type K copper tubing or high molecular weight black polyethylene pipe, with tracerwire. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). 6. Meter Box: Fogtite #2 with 1/4" diamond plate solid steel lid or approved equal for 1 -1/2" meter; Fogtite #3 or a 2' x 4' meter box with 1/4" diamond plate solid steel lid for 2" meter with three 12" minimum risers. Lids must have a hinged inspection plate, centered over meter. Plastic #2 in planter area. W -11 W.4.5 TAPS W-16 W.4.4 FLUSHING AND DISINFECTION Sections of pipe to be disinfected shall first be flushed to remove any solids or contaminated material that may have become lodged in the pipe. The Contractor shall be responsible for disposal of treated water flushed from mains. Prior approval from the City is required for disposal . to sanitary sewers or surface water systems. All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C-601. The specifications include detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. M least twelve (12) hours after the flushing procedure, the Contractor shall request that the City Inspector collect water samples from the new system. These samples shall be taken in sterilized bottles and tested by a DOH approved testing lab, as designated by the Water Department. All samples, must meet the DOH quality standards prior to placing the lines into service. At no time shall chlorinated water from a new main be flushed into a body of fresh water. This is to include lakes, rivers, streams, and any and all other waters where fish or other natural water life can be expected. All connections shall be made to existing pipes by wet tap. All size on size taps will require a full cast iron (Mueller type), or an epoxy coated type JCM fabricated steel tapping sleeve. See Section W.3.35. All new connections to the City of Tukwila water system shall be in strict accordance with the appropriate subsections of Section 742 of the APWA Specifications, except as herein amended. All fittings shall be swabbed with a very strong chlorine solution (5-6% CL), in accordance with AWWA Standard C-601. • W.4.1 TRENCH EXCAVATION Trenches shall be provided per Tukwila Standard Plans and OSHA/WISHA requirements. The trench shall be kept free from water. Surface water shall be diverted so as not to enter the trench. The Contractor shall maintain sufficient pumping . equipment on the job to ensure that these provisions are carried out. Boulders, rocks, roots and other obstructions shall be entirely removed or cuts out to the width of the trench and to a depth of six inches (6 ") below water main grade. The trench shall be back -filled to grade with material satisfactory to the City and thoroughly compacted. Trenching operations shall not proceed more than one hundred feet (100') in advance of pipe laying without written approval of the City. Back - filling and surface restoration shall closely follow installation and testing of pipe, so that not more than 300 feet is left exposed without express approval of the City. W.4.2 BACK - FILLING/PIPE BEDDING Selected back -fill material shall be placed and compacted around and under the water mains by hand tools, from six inches (6 ") below the main to a height of six inches (6 ") above the top of the water main. All backfill shall be per the City's standard plan. W.4.3 DUCTILE IRON PIPE INSTALLATION Class 52 ductile iron pipe shall be installed in accordance with AWWA Standard C -151 and the manufacturer's recommendation. The bottom of the trench shall be finished to grade with hand tools in such a manner that the pipe will have bearing along the entire length of the barrel. The bell holes shall be excavated with hand tools to sufficient size to make up the joint. Bolts on mechanical joint pipe and fittings shall be tightened in accordance with the manufacturer's instructions. Installation of push-on-joint (Tyton) pipe shall be in accordance with the manufacturer's instructions. Except pipe deflection is rise allowed. W -15 Y CAA o ref cs Z fS M - s - - W 1 h 3'2.. F .•E r-t Lo 3 Co 4) (_.%.c w - v -te 1 S V1 Gt,-k .Nc_. v∎.u. L w s-o` =2 a , Z -y 2-4 + Z 2 - x 2 -G -{- k ‘ •x3o -t.t\ X Pc-,2 oZ •_. 4 x Z 2 -'- Z o Ne 8. g: 4, Q 1t \ Ll A L(_ .. EN T cQ. o't■ \ Z 2- $, c31 r t N :� cad. Cr:, _ Ta4_444.. = \ LC - 3 •� � S S c.D a s Z_ 2-0 IoC. 46.0 _ 4 z c IC S.o . c, 0 Son (A.SLZ Cep Vito!) Got) c+�s — R. HORN ASSOCIATES 'mss 8/22/ 0 0 • t5 /Zo$ SARI 5 2.3Z l 664. 5 3 S3 ?.o RECEIVED CITY OF TUKWILA • JAN 2 1 1999 PERMIT CENTER ( �O0 l - Woo 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 iqkl Esc. IL=PertA cjus c5 2. 0 e;t 4- ( %4. (r tF W4LL (A),V. 4 ( ( Otr* k.4 r ■ LOIN .A.(3 (13,B) LL4t PL.?. sC ct) t .l. 4 1( ° ) t 011 c--c_-.<--tru htecr, C.**CS ) c:"S U It z.= r e , 6 11, piA th3 P - (5•":- ftzsam I b “'.4( I q r e -2q 14 do /2- - Z7 B q: 1 S . • A 0 *:::1 • ... . 51- s t5cz34 17c 7 .52.4 t. 04 t.q ;;• (- • S". 2 01/374 :140 z s I 0 - 7 , -)2/qt b 2.14 c I 9/34 TV L ATEIL4L. R.HORN ASSOCIATES 25954 130TH PLACE S.E. P.O.BOX 5102 KENT, WA 98064-5102 (206) 6314353 - T 0 V. • PLAT r 2.1 • 2V74 7 si34 3614 -2 132- �2. Ave' . Loo •-L '. FT 14 140 (4o 6 S (6- ,-. 2 4- t Z Z4 l Z 3 l Z. 23 \ T°` ° L 1... 1... o os - 4 t.0 / %.11 4,1 1 P lr S � LA A A. AATL 5c..3 - r4 ( i.NC RA Co ►M r+ 0.7 0 Lf'. co co — N� J144 L� n) Oa c1 e� . _ .a Q � 4 u- ��1 zo -A e, � FT p 14 1 ca • � 3 • . l 2 ■ V2 Z 1 0 itCP 2-. , 1 L. ii /1 1°0.0 1 to 1$ i s o. 04 ,,, i Z? ct 2 2v` 2.4 t C0c1 co 13 lvi.g . l2: 1 1 Z . 651' , /20 (a' b °l t s . (SA 1302, 21 Z. ' �Z c..4) E, O N t s t . _ ti . ' , - . c c. 4 14.. -c.) ‘?a ..)i.. 4 o c.. 8A t3,,,...0 f.3 4 0 ,_ o V 1.,.:,._ c ti ..,:.,3 9 o SQ & cw4``c Zd` "oc. J,... 0 G J _ /J \ 9 C\ i"1 V VL L. e Q, c , o ,,, -• Qv. 0‘.,.5 LIE .57-00z:),4,- $ I s GO vt t• • . �2. MARK SHEATHING FASTENER SPACING GALL EDGES T 10 BOTTOM ' AILING/OR DOLTS FRAMING ANCHORS ALLOWABLE SMEAR NOTEE''' 7/16' MIN APA RATED SHEATHING bd e r OC OR . ,16 GA $ r OC 11110 0 r OC • . OR Ur A.B. 0 4' OC A34 0 it oc 200 PIP t/r GW$ BOTH SIDES 50 COOLER OR GWB • roc 1sd • r OC on Ur A.S. • 4' 0C A34 S 1r 0 200 PLF //r GINS ONE D 5d COOLER OR WALLBOARD . .. • roc 110 • lr oC OR 1R' A.B..4'. Aar s 24 100 PLF D . 7 /16' MIN APA MTED.. SHEATHING Id0rOC .. :. OR . 15 GA G S'OC . 16d0rOC OR 1/2' A.B. i 4' OC A34 • it 0C 240 PLF ® RATED 7111 MIN APA .. . SHEATHING bd$ 4 . O.C. OR 15 GA S 3 1/2' OC , 2.16d0 rO.C. ' OR .1/r A.B. • 3' O.C. A35 d 1r 0.0 353 PLF 1, 2 711r MIN APA • RATED SHEATHING 110 s 3 0.C. .. ' OR '15 GA C 2 1/r O.C. 2 -16d a 6' O.C. OR, : _ 1R' A.B. 0 o.c. ' A351 0.0 451 PLF 1, 2 SAME AS 4 . WITH CONTINUOUS HEADER TO CORNER SAME AS 1 ` WITH (2) PAHD42 HOLD DOWNS PER PANEL NOTES 1 BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING ' 2 WHEN SHEARWALL IS 24" OR LESS IN LENGTH, REFER TO MINIMIN LATERAL RESTRAINT PANEL DETAILS ' . 211, p 11 Op I� 0 A s.C( -Ss - -) g(44;4— S5b = 3t4Cp cis s - o t w ; ► 90'4'00*, o> zit (o,)-Cc.o = 11 Z=- a5 &)) - -_c.o =ZII f.. 0. (j 7 Z- . 1 ••1 l •,:, il 1 • . • D .._ . , 41 , L •1 1 . .t1 .1 A. 1..•S %A I ..14 • 1. .4 ..er: A. 40 z r td. 4 "•° A tp • sort: 11 I:. r.1. 1.1.14) 4 f• q 2 DI 7 • • . Is r • P • 011to :Pat. • • - ••■•9 t 49 4. I .4 _____ .l..ls.. • •I0 k a , —rk :.14 .. ....II 1, • ..1,. 1 is t .- ; li .1 9 , 9 t ••I : ° 14 6i1. t G•lit . Ps 1 • •Il • ... ie. 1 .; ../ : . • • • ' / I • • I / .j oil •LL. Zs psr 3i Pb G 1 ,c,.` S'Pfl ` so se Ca- 10 Ot.: t 1 SC) >Ps r kt►: • (' 'Cu CZ a- o cts =$ sc�. ` . w t� 4 Gam` Y‘, 49oS62. z 44,,e) = 4133 , ;. 32. . L• o ael DQArfrh COAVT I la la7G Ow L. 9 `1447 • 8_ 14 tr- R.HORN ASSOCIATES 25954 130TH 98502(206; 5 53 Yi3 c g. 4E V 4- • ■1111uu IU : o Mgt RacririmannErk InammitEamor wimummmurL u■■1 15■■ RIM Imp • Ia. • Em • • .6 III Ell NMI dr I �i ° i MR II • III EN111111 NMI MEM WEE � ►� ■ � ■■a :: 22 ■ 5151■■■ 1111■ ■■■ ■■ dr • ■■■ ■ ■■■ 5555 ■1• ouk as z 2. P 0 TO:4"( 'car/ It6e b 1 of ■ L ■ 55 ". 5551■ ■■■■■ ■151■ 5555■ ■■■■1■ • ■■■ ■ ■ ■■■ FLc ++ t i 1 IMAM K M= 7 •Cr3 0 - 11911 - • NM • MAI MR MIME 1111 • 1171111111111111IN • . 11111111111111111111 11= 111111111111111111 Inn. 1 Il 1 1 • II I VIM= • raw - • 110111E a L. f‘i I z- 9 -- IL r ' 1 II II _I._ 1_1_1_ 1 ••...•. • .• " ' • ••• • • • • ' ' • • • •• 11 .1 S 1341 3Yibool/u de- 18.1997 -:: 12:39 196 Name: Ralph J Norn Project Name: REGAL PLAN DREAMCRAFT Pepe Title: ON 111 Bmsed.an Allowable Stress Design (ASO).MC building code for TJN products available through Distribution Application Floor - Res. Load Classification 'Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dee Load(psf) 10.0 Tributary Nidth(•- 01 ).... 1- 0.00 LOAD: Class LDF 1 Conc(lbs) " Floor 1.00 2 Unif(plf) 'Floor 1.00 A 7'- 0.00" A SIZE ANALYSIS - ASD This analysis for, TJM products only! Substitution voids this analysis iNPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJN). TJN warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted' design values. The .specific product application, input design loads, and stated dimensions have been provided by tbe, software user. This output has not been reviewed by a TJM Associate. • The mrximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. The minimum depth size is 2 Pcs of 1.75" x 5.5" 1.8E Shear(lb) • Noment(ft -lb) Live Defl.(in) Tdtal Defl.(in) Naximun 1621 2950 Design 1408 2950 0.191 0.241 Max. Reaction•Total(lb) 775 • Live(lb) 611 Required •rg. Length(in) 1.50(W) Max. Unbreced Length(in) R Horn Associates Po BOX 5102 Kent, W 90064 USA Phone: 206 6315353 Fax: 206. 6314353 Begin. End Live Load. Dead :Load Comment 4 6.00" 1019 255 Add 4'- 6.00" 7 0.00" 280 ' 70 Rept 1.75" x 7.25" Microllam(R) WS LVL 1.8E Allowable < 2411 < 3557 < 0.233 < 0.313 • A Span 1 A 1621 1288 2.18(W) 32 TJ -Beam (TM) v4.60 217004179 0000 Deflection Criteria ( 8) LL Def l 71 Deft l Span 1 1/360 L/240 Control 58% RT. and Span 1 under Floor loading 83% MID Span 1 under Floor loading L/439 SID Span 1 under Floor loading L/348 MID Span 1 ender Floor loading Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho,' USA. Microllem(R) is a registered trademark of Trus Joist MacMillan. TJ- Beem(TN) is a trademark of Trus Joist MacMillan. Page 1 of 1 TJIEAMD Member Use SEAN Member Top Slope(in/ft)... 0.000 Roof Slops(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A 01)8.1997 ., 07 ib:09 LOAD: .1 Conc(Ibs) 2 Unif(plf) 3 Unif(plf) 4 Unif(plf) Application Floor - Res. Load Classification Floor Load Duration Factor 1.00 Live Load(psf) 40.0 Dead Load(psf) 10.0 Tributary Width('- ").... 1- 0.00 Class LDP Snow 1.15 Snow 1.15 Floor 1.00 Floor 1.00 R Horn Associates PO BOOT 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206-631-5353 Name: Ralph J Morn Project Name: REGAL PLAN DREAMCRAFT Page Title: ON S2 eased on Allowable Stress Design (ASO) USC building code for TJM products available through Distribution Begin 4 1.80" 0'- 0.00" 4'- 1.80" 8 1.80" 2.69" x 11.875" Parallam(R) WS PSL 2.0E A 12'- 3.00" " TJ- Beam(TM) v4.60 217004179 0011 .Deflection Criteria ( 8) LL Defl TL Defl 'Spin 1 • L/360 L/240 End Live Load Dead Load 2750 1100 Add 4 1.80" 350 140 Repl 12'- 3.00" 80 20 Rept 12 3.00" 80 20 Rept SIZE ANALYSIS - ASD Comment Page 1 of 1 TJBEAND Member Use SEAM Member Top Slope(in/ft)... 0.000 Roof Slope(in/ft) 0.000 Floor Decking N/A Repetitive Member Use N/A Reinforced Overhangs N/A This analysis for TJM products only! Substitution voids this analysis. )MPORTANTI. The analysis presented below is output from software developed by Trus Joist MacMillen(TJM). TJN warrants .thi.sising of its products by this software will be accomplished in accordance with TJN product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the 'arbor. Lateral bracing needs to be properly attached and positioned to achieve stability. Searing length exceeds 3.5" at bearing 1 Shear(lb) Nomsnt(ft -lb) Live Defl.(in) Total Defl.(in) Maximum 4627 14905 Design 4133 14905 0.357 0.498 Span 1 Allowable < 7102 < 17591 < 0.408 < 0.613 A Max. Reaction Total(lb) 4627 2588 Live(lb) 3294(S1.15) 1885(S1.15) Required Org. Lingth(in) 4.05(W) 2.26(W) Max. Uthraced Length(in) 32 Control 58% LT. end Span 1 under Snow Roof loading 85% NID Span 1 under Snow Roof loading L/411 NID Span 1 under Snow Roof loading L/295 MID Span 1 under Snow Roof loading Copyright (c) 1997 by Trus Joist MacMillan, e.timited partnership, Boise, Idaho, USA. Parallam(R) is a registered tredsmsrk of Trus Joist MacMillan. TJ- Besm(TM) is a trademark of Trus Joist MacMillan. J Qty Notes Size Type Bar ,✓lf Glass Grids Argon Screen U -Value Price Each 1 Extension 1 ✓ 6050 X0 270 30 LOW -E , 49 1 ✓ 2840 PW -770 10, 441 CLR - 3X4 , 5l) 1 ✓ 6050 XO 270 / '50 LOW -E 6X5 , g3 1 t/' 2640 SH24 570 10 CLR G .49 1 ✓ l' ..--'"' 1068 2640 PW SH24 770 570. if) CLR TEMP CLR 1X6 G . DZ ,-icI 1 1 ■ 5040 X0 270 cam? LOW -E • 3u 1 ✓ 2020 XO 270 " LOW -E . . A It 1 ✓ 5040 X0 270 :X) LOW -E 6X4 , t.6 Aso' 3O ?v 5 1_e1.0-� , j`' . 1 DATE FOR _ BELOW RECEIVED CITY OF TUKWILA jJ�{(!l� , 2 S 1999 • ✓ 1 5036 XO 270 t7,5 LOW -E l: PERMIT CENTER 1./ 6068 170 40 LOW -E TEMP , 33 • ✓2 2650 SH30 570 25 CLR G • etc; •1 5040 XO 270 .:`.• . LOW -E 'ri QUOTATION ONLY Maas Mao a Naps ... A terilse t 19720 BOTHELL-EVEREIT HWY SE, BOTHELL, WA 98012 -8124 (206) 481 - 7101 800 -5920 * FAX (206) 4024811 Customer Dreamcraft Homes Address: 215 East Meeker Kent WA 98032 (color) Vinyl Notes: 1ra Dimensions: RO/NOA ,g� ATTENTION: BRITTNEY BOLLIN Quote Date: 4/25/98 Job Address: Phone /Fax: 859 -9697 Misc. Notes: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. F ILE COPY , .....zagfaul r Str. .. Project Start Date: Job Name: REGAL 1460 Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Contact Total Sell State Sales T Total Net Sell... 1$1,599.88 TERMS: NET 30 DAYS (.0 0 0 ... . . . .. • PROJECT NUMBER 2359 CLIENT c� HE'M' -1 li CONSULTING ENGINEERS Dreamcraft Homes 215 E. Meeker Street Kent, Washington 98032 ATTENTION • Bill Babb REFERENCE : Allentown Development along 46 Avenue S, Tukwila SUBJECT . Seismic investigation INTRODUCTION The purpose of this report is to present the results of a geotechnical investigation of the foundation soils for the new houses to be located at the Allentown Development along 46th Avenue South, Tukwila. Geologic research presented in the USGS map of Seattle and vicinity revealed that the vicinity of the site is covered with alluvium from the nearby Duwamish River. The alluvium is the result of flood deposits accumulated since the last glacial period 13,000 years ago. The depth of the alluvium deposits at the site is not known. HEMPHILL observed the excavations for foundations for several houses in the 20 May 1999 OBSERVATIONS 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. D99 -0013 4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008 PHONE 425 644 1080 FAX 425- 643 -3429 dchemphill @msn.com • PROJECT NUMBER 2359 20 May 1999 page 2 of 6 pages The first concern when placing buildings over alluvium is whether the soils have the necessary bearing capacity. Other concerns with placing buildings over alluvium are the potential for seismic shaking to cause settlement, or loss of bearing due to liquefaction. HEMPHILL inspected the foundation excavations, and several test pits in the vicinity of the site, and observed that the soils in the upper 4 to 5 feet are dense silt. HEMPHILL conducted penetration tests and probing and determined that the silt soils are capable of supporting loads in SEISMIC EXPLANATIONS The vibrations caused by an earthquake create lateral and vertical forces. Since a force causes a mass to accelerate, then the seismic forces cause the soils to accelerate vertically and laterally. Those vibrations are created by P waves that accelerate back and forth and S waves that accelerate up and down. The waves accelerate to a 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. 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 Toads are applied. The other condition that gives soils strength is cohesion, which is a sticky condition generally associated with clay and silt, and is nearly non - existent with coarse granular soils. Fine and medium granular soils are held together by dampness between the grains that bonds the grains like a 'weak glue'. = , PROJECT NUMBER 2359 That bond between the grains can be- lost by drying the soils, or by saturating them. That condition is well known by children playing in a sand box, where dry sand cannot be formed or molded, damp sand can be molded, and a molded sand form can be destroyed by pouring water over it. That water 'glue' is called capillary tension, which can only exist in granular soils when they are damp, and cannot exist in dry or saturated granular soils. That capillary tension is also what holds together clay soils and makes them sticky. The smaller the soil grains, the greater effect that a water bond has between' the grains. Unless an extremely heavy 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 20 May 1999 remain relatively loose. page 4 of 6 pages If an earthquake suddenly jars the soils, the friction forces will be temporarily reduced, and the soil grains can be forced into a more compact condition when the weight of the upper soils is reapplied. As the seismic vibrations cause reduction and reapplication of the friction forces, the volume of the existing voids will be reduced, and the soils will settle an amount equal to that reduction in voids. That sometimes causes a large area to settle an equal amount, and differential settlement can be minimal. Differential settlement of a structure can cause structural damage, and differential settlement outside the structure can cause external drainage and sewage lines to reverse flow, or can stress utility lines to the rupture point. groundwater level settle quickly during a seismic vibration, the groundwater that filled the void spaces of the loose granular soils is displaced and forced to rise. If the groundwater rises fast enough in more pervious soils, and can rise to the ground surface, then a 'quick' condition occurs. rn y rE rE r ,rte • PROJECT NUMBER 2359 A quick condition is similar to the cause of quicksand, where the rising water moving past the soil grains reduces the frictional contact between the grains, and therefore causes a reduction of bearing capacity. The rising groundwater also saturates the previously damp granular soils and breaks the capillary tension bond. Therefore the soils have reduced load bearing capacity by losing frictional contact between the grains, and by losing the capillary tension bond. The 'quick' condition is also caused by increased pore water pressures that prevent the soils from maintaining frictional contact. When the sand grains have reduced friction caused by a vibration, and attempt to move into a smaller space, they are resisted by the porewater that hasn't been able to seep out of the pores as fast as the soils are settling. The soils are then supported by Because the upper soils at this site are not granular and are relatively impervious, water that is displaced by settling soils would not be able to rise to the surface to create the liquefaction conditions at the surface. 20 May 1999 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 loads of the upper soils and the structure. That type of shear failure generally occurs under narrow footings that are near the ground surface, causing the structure to tip over. Structures that cover a large area contain a large area of the soils with a higher pressure that resists the quick condition by preventing the water from rising, and by exerting enough pressure to maintain the required friction to hold the soils in place. If shear failures do occur around the outer edges of the structure, the large middle portion of the structure will still retain its integrity. Because of the density of the soils at the site, any seismic settling would be relatively minor. There is no evidence that settlement has ever been a problem in the vicinity of the site. Beca the groundwater is fairly deep, th ere could not be enough settlement to fo rce the groundwater to the surface, e 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. HEINEPRZ" PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: DI/all/vie 1 1-{ °wines tit ( � Location: File #: j g q O O 1 3. Action: d evI I ed Date: et0315q Reviewed By: J OCui)tQ.. s P oce,r ( ) L 3 3 - once PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION CODE REQUIREMENTS COMP PLAN CIP OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS RFA WD 125 VAL -VUE PW STANDARDS PRE -APP PROBLEM AREAS' . 52,4...)e.r pip 4e. vvt m- Q.Q. o w eta,. , i -I- s kat be 6D R., 35 {Z G Ts0 P IPE (GiuC Jo1N7 P1PE is N or 19-C.LowFrD� 5 how TmsT T' st.* +-Le" prop 1'4'16 g . 5 a of pipe- I size of. pip ► ripe. tem 4 vu-vt. -for vrwt d►at, le . Spec, J p� o f bedd..�' m -,...� b-a.ct . �•11 YY,Q@e✓z ercet1 o co►'�^ obi ow - 12>rF V a How ozre. downs ow$s Cohoeck c, 44.-•¢- >{ m,. d vi24 s s 3. t Stkkir Q �,,,,, , t,o W s p rO p.ea 3 4" l47 M o w a,,,t. a-d5'(2 -cQ ! o . 40 Q 9 r o \cl e. tJ e Ts it Z. S 4-, paitt4 w ,b ox . — Lei4 ,tztAt, + sLY42.1), be. s2ru►'n - . vim' Q, CAP,.....60 os;le 1,4114; /�' 5 aR..... s1.10 u /6, 17 1 1 8, (9 Ct .° i'vvatl.e. 11.144-e- 44.17 m ilt/ as) ea-ce44:Pc. o2.4- (r" (7L/6 4264e. 12 -si o ) &-�-� 5/00-vi a -' ?— wve.4 a m ' .rk - c c e h e 4 2- 44. 4 p , 4 on 4.23- 4 ok- 3/3 3 August 3, 1999 Vickie Martin 215. East Meeker Kent; WA :98032 Department of Community Development Steve Lancaster Director Sincerely, CORRECTION LETTER #1 Development Permit Application Number D99 -0013 Dreamcraft Homes - Lot 16 12023 — 46th Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division has no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Brenda Holt Permit Coordinator encl xc: Cile No, D99 -0013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431366S PERMIT CENTER 'RECEIVED CITY OF TUKWILA • AN 2 1 1999 PERMIT CENTER -0013 DEPARTMENTS: Building Division 110 Works te �-- Cood. Cop PLAN REVIEW /ROUTING SLIP CTIVITY NUMBER: D -0013 )ECT, NAME:: DREAMCRAFT HOMES (LOT 18) Original Plan Submittal Response to Incomplete Letter # XX. Response to Correction Letter # DATE: 8 -4 -99 Revision # After Permit Is Issued Fire Prevention Structural Complete Incomplete Planning Division U Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -5-99 Not Applicable n Comments: TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved u Approved with Conditions No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 9 -2 -99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved u Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: 91 Mk Copra. CpptA PLAN REVIEW /ROUTING SLAT ACTIVITY NUMBER: D99 -0013 PROJECT. NAME DREAMCRAFT HOMES LOT 16 •:• Original•Plan .Submittal Response to Correction Letter # DATE: 1 - 21 - 99 Response to Incomplete Letter Revision #: After. Permit Is Issued DEPARTMENTS: Buifling 2 Division l&' 4 i� Publi Works W �t8 - 3 v Fire Prevention ructural DETERMIN TION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff Er (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -23 -99 Approved E Approved with Conditions Not Apped (attach comments) Offtrr'edz.a� a' 4h ww:iSlR cP 1-4-co REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved 0 Approved with Conditions 0 WR•ROUTE.DOC 6/98 DUE DATE: 1 -26 -99 DATE: �(L" Pla ning Division E Permit C ■ r inato Not Applicable ❑ DATE: DUE DATE. Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: it a" Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ?" 4-1 9 ❑ Response to Incomplete Letter # ▪ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Plan Check/Permit Number: DG a - co 1 2 Project Name: 14 LLF_NToI,JN .DR CAM CRA FT 00 ME S Project Address: 4 44 A vE S Contact Person: Vicky Phone Number: 025 3 859-56g 7 Summary of Revision: 1) DOrfS's R Ev1 E ' CO BENT Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 38- (Tr Entered in Sierra on e-44-619 erry OF TUKWILA AUG - 4 1�}tiy t ' J MIi vkNTER RECEIVED AUG 0 1 1999 PUBLIC WORKS 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0013 February 1, 1999 Re: Dreamcraft Homes - 12023 46th Avenue South Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 • City of Tukwila Fire Department 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Thomas P. Keefe, Fire Chief Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 3. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 RL_ Idential Sewer Use Certif :;ition D'', 0013 (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge Is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type K1\r, COUNTY Property Street Address Owner's Name ZJr't"plr kiXY14S (Last, Fir , Middle Initial) Property Tax I.D. Number 331 - 14.0' 12 1ij Property Legal Address: Subdivision Name (3141-00 0.6 -0011 Subdiv. # Lot # hp Block # Building Name (if applicable) 12O a-3 LI, to ftu,a . 5 City, State, Zip - �t,,Zit tAax - tom WA g Owner's Mailing Address (If different from above) cats Lit erg+' I UJPr q atTh - Owner's Phone Number ((a5 ) Jel c ttg7 Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District til..kW t1 Date of Connection: Side Sewer Permit # D 0 0 a Please check appropriate box: -Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x0.64= x 1.0 = Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 ';For'Kin Couii Account # -' s !tMonthly Rate; Si>S?Month Due 11 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmis of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �[ LULL ` Date Print Name of Owner /Representative V l f lLLL IV IAA�TI el 1057 (Fe)/ 11/96) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST . EXP . DATE CC01, 'MJFHOI*092DA 10/01/1999;.:. EFFECT IVE DATE . 03/01/1991, _ __••• m F HOLDINGS INC . 215 E MEB1CICK: • KENT WA ' : 98032 ".:'' Please Remove And Sign Identification Card Before Placing In Billfold :+4,432.ono (8/97) Detach And Di%play Cenificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .REGIST EXP .DATE: 0,3:s . _ L .. FE, CTIVEATE 03/01/1993AI 41;0:oh' :.::".h114■41 M J F HOLDINGS INC 215 E MEEKER 'KENT WA 98032 LOT 14, 8LA NO , g4-OU77 PREAmc izii l X53 - - €36/ "7 4 PV'@ SDf 35 9EebrD - _ Sli" cRUSldre -ock . ANA 6A(kCIL 1. AT qs % rf0"1 - 7452 FiECEIVED CITY OF TUKWILA t P i(�ii l r NTE to i Rt /kia eA-ArAsAir FDA A4C. ss hx1D kTs TM'S , ``1 rC `1c 2 ?C I SCI RlUtie NOTE : 5 TORM 4 " ?vC SmoCT0 WALL, N4TlVE SOU- BACK%<« q v °ir " comp.9 <Tic i i� 1 A. 11 11.-J ? / 0 5 I-4'VN 771/(1 #4,0014/5 : Id ;2_LOrk/ OntitIN icz 01 ),L14 5 9Ni LS I I 1'Z RECEIVED CITY OF TUKWILA S i PERMIT CENTER LOT 18 °,,b 77).oe Om/ •i)t)d Qi,-oviv? „oh, NI CI3QQ-iii P° SE NOS Ad -*- 1' _LNOICIA,14 1 ViLL5 .3190 F.0_111 4'd • :7.7; VCA.> 0013 0 - CI /013 Ld - .),J..1.21.1. 01 L 11 Id (1 _31 , 0 1 c Fr S IDE ELEVATIONS: I. ALL IIIEISIDIS 01 THIS 1111111 NITS IEEI CIEC1111II IECIEC[ED, IT IS THE COITIACTOHS iftPO SIIIETTT 101E11E1 Ill IIIEIS101S All TIEII 1CCCIICT. 1010T - 1St d SCIEE Rid III 11HEISI0111 CILL IHE AICI ITECT. 2. t111NETS TO 1E III. 2'4' 1101E 101 POITIO1 OF lHOF 0 SW111E. 81111 TYPICAL. I. 1R011IE SAFETY RISS 11 ILL ERIESS 1001, SLIMS 01 SVII6116100R4, ST011 IOOIS, SKOU 01 1111 1001S, 111111 WHIM of ADJACENT DOORS, An FTIEI NIELS 11 EXCESS OF S.F. III LESS E11111 .11 OFF EN FLOOI. 1, IOU 511116 6' 1101E FIIISNEI DUDE - TYPICAL. 5, RUE! TO 1011.1E1 FOR 1Ell J11 sic 11111 EITE1101 FIIISHES. 6, 111101 SIZES. As 101E1 o11Lo1 Ptits, Al( 111E1 STIICIIT AS APPIOZIIATE SIZES. WI TO CO11110101 01 011E1 FOR 11E01111101 01 11A10FACTIRE1 AIR TIE SPECIFIC SIZES TO IE 1ISTALUE1. V11101S 101E1 IS 'f6RESS" IIE TO IEET LI.t.° ' .�1 IEI111EIEITS. 1 understand that the Plan Check approvals are omissions and approval of subject to errors and orn the violation of any plans does not authorize ordinance. Receipt of con - adopted code or ordin lens acknowledged.. c of approved p knowledg ed l By rrrire Tarn R E L E V A T I O H SEPARATE PERMIT REQUIRED FOR MECHANICAL ELECTRICAL PLUMBING PIPING CIrf rwe' ° "" / 1 (�- V k.Tk'Al_ ' -' �� clIAlll1g!_ •._1�ltl (,o R I G-H T SI ID E' _ L E=VATI cN BELLEVUE COPY CENT 11111614 OPE J MI— 7 -IA 4 1.3 coR.wR 1 k IM (TY t l� -. Cohn: Al.Url 6.1 r1-. AL IN PL TF CITY OF UEKWILA JAN 9 1 1999. PERMIT CENTER -w Fr VI. FF n 11;4 rr F.IS'.• Date 2 -; 2 - Job No. ei? _ o 1 Drawn K Approved Sheet #4 14 PA HD22 2x16, I 'NP 9 )(4 f1 1" OPARINC, VIM. L. —5EF 4k 3 4:) w'1. kk= l'•A EA.1J . Q WI: Cr( P) Z)1 16 "oC . HF Z 24' XVI" come. / ( 4 cake.. �LAE bE i- L' M 'I `1 - I o Id , -o " $4 -0 BELLEVUE COPY CENTER T.yN '5°I' 20L o FOUNOAIION PUN: 2. CRANISPACE: P10111E !>z Ill V.1. UPPEI $L..6 12' 11 EACH J0111 111 111E11E1 10 F001111101 VALLS PIOYTIE 11' 111. CLEAIANCE 111111 FL001 JOISTS. 11' 111. CLEAIAICE DRIEI GIRIEI 1E1IS, 3. 111EIRE1T11E 100111; CONST! i 4 Fit POSIS 013d'X3d"I 12' INICR CONCRETE PAIS VITN SIIPSOI 101 Al/ 1ASE CAPS MITI LF. 2 GIIIER LEANS - IYPICIL. All FOOTIRGS TO 1E1101 UUISTUIIO7 SOIL, 1, FOUNIATIOI VENTILITION: PIOIIIE `. SOUARE FEET F01 . g NEI15 AS SIOUN 01 PLAN. 1TPICAL CRANLSPACE 7E11 SITE 1' 1 16'. PERMIT CENTER 1. ALL 010Ee05100101 1011 1111110 HATE 1E10 CNECNEI 1111 llCNECREl. IF IS IRE COITI1C101S RESPOISIIILIII 101E11F1 ALL II EISIOIS 01 1NEII ACCORACY. 10 101 USE A SCALE FOR 111 111ERSI01: CALL 11E ARCNITECT. S. IMPORIANI!!!! Do ROT LOCATE CtAIISPACE HITS UNIER LA1EIAl PANELS. 6. CRANLSPACE ACCESS: 11' 1 11' Mil. 1. 10111E F1001 JOISTS 1110E1 ALL IEAIIRG P111I1101S TYPICAL, 8. 6ARAGE SLAT 01 6111E: 4' CONCRETE SLA1 0110 YY!I US 1E0111E11 01E1 1' 61A9ULAt Flll, SLOPE SLAT 10 WAGE 10010 3° - TIPICAI. - 9. CONTIHCTOO TO P100111 LATERAL RE..... PANELS AS 1E0011E1 SY CODE A11 AS IIDICA111 01 1RAYIIGS. SEE `,,," S FOR TYPICAL CONSIOUCII01 IEI1ILS. 10. 5 bACJ Mtt 1. epk•h!, MIX CI;P.A.IL_- . 7263 s• F 728 itao = •{.�5 o.r -4. 85 _ .GG VF NT $ RECEIVED CITY OF TUKWILA JAN 2 11999 vENT Of r) m o c Q = 1k 0 = 4 gi 04 4 w to - . • i. aa o a � � t Cj N (D __ r_ 0 11) m O d 'n , o C4 C3 ce FO UN PANT - I a N Date 2- 2e. -92 Job No. 92 - 017 Drawn Approved Sheet MARK SHEATHING FASTENER SPACING Z ALL EDGES TOP ANO BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING 1ALLOWABLE ANCHORS SHEAR NOTES [3:, 7/ MIN APA RATED SHEATHING ed a roc OR 16 GA ATI F OC I Ed a e- OC OR 1!2' A 8 3 4' OC A34 m 1S• OC 200 PLF © 1/7 GWB BOTH SIDES 5d COOLER OR GWB 41) r OC 16d g 6 OC OR 1/7 A.8 ID 4' OC A34 Ile IC 0 200 PLF t ONE I/7 GWB SIDE Sd COOLER OR WALLBOARD 0 7' OC 16d a 12' oc OR 1/7 A.B. ®4 A3411) 2C OC 100 PLF 7lie' MIN APA RATED SHEATHING scar oc OR 15 GA : /1) 5 16d4/6'OC OR 1/2' A -B. 1a 4' OC A34 916 240 PLF ® 7/16' MIN APA RATED SHEATHING ed ®4 OR 15 GA a 3 1/r OC 2- 16d1g OR 1/T A.B. 6 3' O.C. .:3 a 1T O.0 353 PLF 1.2 1,.4 RATED MIN APA RATED SHEATHING ed 6 3' O.C. OR 15 GA a 2 i/2' O.C. 2- 16d 1$ 6' 0.C. OR 1/T A.B. ell 70.C. A35 Q tT O.0 451 PLF 1.2 7D SAME AS 4 WITH CONTINUOUS HEADER TO CORNER ® SAME AS 1 WITH (2) PAHO42 HOLD DOWNS PER PANEL I NOTES 1 BLOCK ALL HORIZONTAL EDGES WITH 2X BLOCKING • 2 WHEN SHEARWALL I8 24' OR LESS IN LENGTH. REFER TO MINIMIN LATERAL RESTRAINT PANEL DETAILS 1 6ELLEVUE COPY CENTER 146581 c' p l ' c►.1' B 66P i ., 2 a/ oFFr r - L3' 3,E =p j FAMILY R1 2A14,14" .c. 'HF3< A ergo TO ;0 COII .. TUP 4$B OFt HIV TO COMER LIVIN& KHJ _ N 0- 0 GO d, O 5 3 -s S7E P .K OPC'11 &D, RAIL. 1410" II L 3 4' o" arc 1 .1 3 %x( al 6.43 Fb. /400 I O t:Vt- 2 0 ' -a 4.: t o _ " CIOr - {, 11 f --- c;AIJr1L evfi R cLPA,RAtt: te tIMAt 1. FCR. HAaLU• z Crro r j > ALL EXTERIOR WALLS FIRST FLOOR. %i = I'- O" CM Of AU D N pp[�4 iwg 9 1999 FIRST Fl00R P1AN: B ` DING DIVISION JAN 2 1999 PERMIT CENTER 1. Alt ITRERSIORS ON IRIS BRA% i6 NAVE TEEN CHECKER ARA !ECHECIEI. 11 IT INE CO19RAClelt IESPOIISTAIIITY P1 VERIFY ALL 1IRElSIOBS All INETR ACCURACY. 10 101 USE 1 SCALE FOR All IIEEIS161: CALL TIE ARCHITECT. 2. filEl101 WALL COMM,* 216S1UIS AT _1__. O.C.-TYPICAL, ".';LESS 001E1 OTNEIIISE. NOTE: If 2 14 E11E1101 PAIL COIST0UC1t01 IS IISTALLEI. NOME 1-13 0111 IISULAT IOI 1-3.1 ABOUT :IG SNEATIIG. 3. 101E1101 MALL COISTRINTIOR :214 MIS AT 16' O.C. TYPICAL, MESS ROTER OINERYISE. 4. 000IiE FLOOR JOISTS URDU All IEAR116 PALLS - ITPICAL. 5. TYPICAL NEABEI REAR 10 1E MESS ROM OTNERVISE. 6. YIRnov READS 10 1E IT6'- a'AIOVE FII1SNEl FLO01- TYPICAL. /.WEBS 101E1 OTHERWISE. 1. ALL STORAGE All SPACES U01E1 S'1TIYATS TO BE FINISNEI SITS 5 /1' 11 ?E • '1' 611. - TYPICAL, 1. C110LSPACE ACCESS: 11' 1 24' 111. 9. FURIACES LOCATE1 VIN?!! TIE 61116E SNAIL lE i1Si1LLER VITN 111! PILOTS Ail 3001(11 OR MEATUS (MEATS Ali • SVITCRES AT LEAST 11' MOPE IRE FLOOR LEVEL (1111NUI 11U RATTAN Fr 1E0U11E1) M 10, YANA NEATER PEI ASNREA (91-10) 01 ca o E00AL.1 4f -ro -rUUMIW lk 8 4E:,......-. cx-e- .asz. 11. FIRE P10TECTION: PIOYIIE - 1- LA1E1 511' TYPE 'I' 611. IT ALL TART iE1TICAL SURFACES (10 ROOF SREA11R6 AS 1E0011E1). - 1 -LAYER IT ALI NARK 10111011Al SUIFOCES All -1• LAM 011P ON ALL STRUCTURAL IEAIS All rOSTS. '1- LAYER 11 ADJACEIT 60106E 1IP STORAGE 0109 STAIIS.(z) L AY 4 & 4t: 2- Ft;A.t"1I 5 11. tU Y1 LTA - FIRE1l0CC 1E11EE1 11001. - UNIT SN0YE1 (LON TO 4.66.P.11. - VATEIPR00f PAILS T0111. 10' AIM DAAt! MET. - ALL GIA1116 IICIU1II6 SIRIUS 111010 10' OF 11011 ISLET SHALL TIE SAFETY GLASS. - YNES APPLICAIIE.(01 E1TE0100 YAMS) IISYLAIE 1E11111011 11011 P01111115 All CORNERS. ,IISTAIL 4 011. P11 IAPOI 1AR11ER. 13. PROYIIE 6;0.11. OUTSIDE III IUCTE1 10 1NE F11E101 OF FIREPLACES All 000) STOVES. PROVIDE 1160E FITTI161001S IRD 1 1101 FIT1100 MESS. 14. P10VIBE 4 14 POST (00 S1U1 EQUAL) UNDER ILL 1EANS (4'1 ' URDEO All IEAI SPLICES). SOLII IIOCE SUPPORTIIG FLOORS. RECEIVED CITY OF TUKWILA 00 < Z w _ to Z3 0 a 41 l�3 12 0 Q O 26 Is; m 8) 0 N a CC Date 2- 2B - Job No. 92. - 017 Drawn KGe Approved Sheet Of 3 BELLEVUE COPY CENTER mug T (? 3 o J W 1 3 -tv IZP-or' L4 LOL.I f I CD_____ SECOND FLOOR • tP -0 T — — , ° sa , w2Rl -s 2.j _ 1 1 -5 u U.. or :4 ioE a,E o 0 31 I N ietenti Ne - r l4 IA Pd ITS yor 1rlAu R (Vlai l i 7-'.h. NEAP I6T, 50, o s•S. i I I V /+Skit l: At I= "- t .I,y CT = CL. (v Pm! Vro 'd i 6 2 Ji E - 8 E FAN itJro II eo XUk;- baLoW - 1 > No1-E ALL ENTER l o R Vt1A LL5 of SECOND FLOOR PLAN: 1. Alt 111EISIOIS 01 THIS DRAVIRG MAME IEEI CNECREI All IECVECKEI. IT IS It COIIRACIORS IESPONSIIILITV 10 1E1111 ALL AIIENSIOU All TNEEI ACCAAAC(. i0 101 1SE A SCALE F00 All IIIEISIOC CILL TIE AACHIIECT. 1. ALL TUTS All SHOVER STALLS: - FIIEIIOCR 1EIVEEI STUDS. - LIIlT SHOVER FLOW TO - 3. 6.P.i. - VATEIPAOOF VALLS TO ill. 10' 11OTE )RAIN 111(1, q - All GLAZING 1RCLUIIl6 WINDOWS AITNII ;y 20' OF DIAIR 111(1 SHALL IE SAFETY CLASS. • INSULATE DEHio TUAJSNOVER PARTITIONS AND CORNERS. INSTALL 4 NIL POLY VAPOR 10111(1. I. EATERIOR WAIL CONSTRUCTION: 1 16STUIS AT _IL/ O.C. - TYPICAL, U11ESS 101E1 01HERVISE. Nom IF I 1 4 (11(1101 WALL COISINUC1101 IS IISTALIED, P10111E R 1AT1 11SULA1101 ANI 1 11SUTA1116 SHEATING. 4. INTERIOR WAIL CONSTRUCTION: 2 1 4 STUDS AT 16' O.C. - TYPICAL, UNLESS 101(1 OTHERWISE, S. OOUILE FLOOR JOISTS WWI ALL HARING PAR111101 WALLS - TYPICAL. 6. TTPICAL HEADER 1[41 TO 10'1 UNLESS TOTED 01HEIVISE, 1, WIN00V HEADS TO D( 01 4. '-$'11011 1111SNED FLOOR - TYPICAL UILESS 001E1 OTHERWISE. 1. ALL MACE AID SPACES 0NOE1 STAIRM00 10 11 (11100(0 0110 5l6' ME - '1' 6.W.1. - TYPICAL. S. Attic ACCESS: 22' 1 30' ill. 011* 111. 30' HEAD CLEARANCE. IL PROVIDE 4 A 4 P0S1 TOR STUD EQUAL) UNDER All )FANS 14 A 6 010(1 All 1EAN SPLICES), SOLI) HOCK SUPPOITIIG FLOOR. CITY GE TUU►v E LA APPR AUG g 1999 1".J 1`I l L� 131.11-DIN D S RECEIVED CITY OF TUKWILA faro 2 f /999 0 PERMIT CENTER �(3 Of Sheet H W u [ (-) a:4 w W ap ��coNt Fu oi= Date 2- 2 - 91 - Job No. q2.. 017 Drawn KO Approved i tram _,rEo I a.150,1E--), ill 5 c 1: ) 1 1 L.U6 4I ■4&1 gxtav ''1 (L&4\ 5 /ex 15 C- IrAni Rai 34 =0' ps►, i OFi 12'TYr 0 6f,Cbt , L12 r-LL^ «r iK6- RECEIVED CITY OF TUKWILA JAN 2 1 1999 PERMIT CENTER I vr Fly aLEG. Date Z- ZS- U- Job No. Drawn KR Approved Shoot now B. 1 A ri 1 rt RI G ND2 e,e - LoI.J �TIcK EI II1.P ROOF = L A 11 II 11 I I 11 1 ' k J 1 4 41AI t emu01J UELLEYUE COPY CENTER i ROOF PUAN. 1. All 11NENSIONS 01 THIS RuY116 NAIE IEEI CHICEEI All WIRIER. 11 IS THE COMMIS RESPOISIIILITY TO VERIFY ALL IINENS(OIS 111 1NEIR ACCUUCY. DO 101 USE A SCALE FOR ART DIIEISIOII CALL Ill ARCHITECT. 2. PRE- NAIUFACTURER ROOF boasts: - SHALL CARRY IAIUFACTUIEIS STRAP. SHALL IE I1S1ALLE1 III IRACEI IS PER NAAUFACIURERS SPECS. - EA6IKEE1I16 DATA All 1EIAILS SNAIL IE APPROIE1 11 THE I01TI116 OFFICIALS IEFORE III FIEti CUTS 01 TRUSS ALTEIATIORS. - SHAH HIVE IESI61 IETAILS All I11111GS 01 SITE FOR FIAAII6 IISPECTIOI. 1, ROOF YE111EATI01 REOUIREAEITS: • 2 A IEIT ILOCKIIG SKILL RAVE FO01 - 1 POLES AT A' O.C. MITI COIIOS101 RESISTAII MIRE 1E1A1 ESN 0110 OPEIIIGS DF ILA' 11 111E15101 TYPICAL, 01LESS 101E1 OTHEIYISE. YEIIILATIO1 SCHEIULE: ROOF DESCRIPTION RUM OF ROOF PERT (LOCAil01) YEIT ILES. 50.11. 0E0011E1 2 FL, L1 2.83 t T FL 4 1.6 GAR. 2. A. IYPICAt HUM HEAI TO 1E ¢ 1 FO 0.F. 12, 011E51 101E1 011E1111E. S, TYPICAL ROOF OYEIHAR6 TO If 12 IICNES. UALESS 001E1 01NEIMISE. 1. CROSS NICHE, IREAS 01 ROOF PLAI • u !INCITE OYERFRAAl16. 2 1 1'S AT 2� 0.C, - TYPICAL. RECEIVED CITY OF TUKWILA N 2 3 199 PERMIT ^F ITER Of Rao Date z -2.$ -9a Job No. 12. 17 Drawn kD Approved Sheet 1 SELLVVUE COPY CENTER Maim I NAIL SNEATi -LING TO t- READER •3 ".0.C. E.W. II `ii .., 24 APA RATED SHEATHING ---- _ t 1t E' MIN. 24/0 EXP..I '-� it • n ( ?) ?x STUDS. NAIL 11 ,—(2) 2x4 BLOCKING • ANY —1� - al - $NEATNIN sTO EAC FI 3TUD "s ,,,,14 P JOINTS. IL II- �-n_ (2) 2x PLATE NAIL SIMPSON HPAHD22`�. i :i/ SHEATHING TO EACH I ' lI•A/.01 4.),/ tt AX./ PLATE 1 r or WI (:!1 2x PLATE • I . .I ' . ' r►-- .- Q-.• --" . 16' WIDE PANEL$. I 1 E Ih"E�h -tl1 ._ y', y - - 1, ` 7' ii • CL4' 111 Y _i1T �t� I /2 "clia. ANC' -TOR BOUTS U • .• 2 1 . 1 ! .• 11 l" MIN. EMBEDMENT LATERAL - RESTRAINT PANEL 2x4 TOP PLATE HEADER I6 GAUGE STAPLES OR 78 PENNEY NAILS • 3' O.0 ALL PLATES, HEADERS AND STUDS. f a7 7R U�� GY t=► 1x. /111ge: STRAP 1.1OLOOWNS OPT LONAL.E.OGASLO'I �'•�++ PONS op (.1 in SruIDS 1 wog 61 41 . } J - Ir! 1 .6 00 1.111°. L OvER CR SPAT I�,CE FL �/Q - pLY whI d NAILS O.C. 3-Coo. CAPACITY UUO STRAIN NOLOONN3 • CONC. FOUNDATION FOOTINO 0 00I :J1LDDS EN; 1. ALL IIKENSIONS ON THIS 11AYIC.• HAVE 1EN CHECKER All RECMECKEI, IT IS THE " CONTRACTORS NESPOISTITLTTT TO THEFT ALL IIHENSIONS All 1NEIN ACCURACY. 00 ROT USE A SCALE FOR All 1I9(1S1 CALL THE ARCHITECT. I. INSULATION RE0UIREKNTS ARE A: FAIOYS: twits - 1. 3# PALLS R ._= OR R- AIR -Q INSULATING SHEATHING. IITiE: STRUCTURAL SHEATHING All MEWL SHEATHING IEOUI1E11EITS SEMI 10111 1E NET IN THEIR EITIIET" YAMS 1E(OY GRADE - R T9 j r INSULATE' 01 THE MEW. RIG11 - R IF INSULATES 01 T°E (TIMOR, Floors - R - - SLATS - R RIGA (AT F.dIHETER/ I. AIR SPACE I01E: - PROVIDE 1' AIR SPACE MOVE CEILING INSULATION. - YHERE EATS 1EITS ARE INSTALLED, UNTIE "(FEELING OF THE HIT OPEIIC 10 DEFLECT THE IICONIIG AIN AWE THE INSULATION, 1, ENER60 C01E CALCULATIONS: MATH Floc* GLASS AREA 16 I sr. SECOND FLOOR GLASS AREA `1 1 s(' Sheet Date z ->' a —yz Job No. 97. — 017 Drawn K A Approved SKYLIGHT GLASS AREA,12 : .,° OTHER GLASS AREAS IOTA' 6EASS (11011(1 10 TOTAL HEATER FINISHED FLOOR AREA) GLASS TO FLOOR AREA 1 (Y.S.E.C. CHAP. 6 ALLOYS CITY Of MOO APPR AU 9 1999 13311 DING DIVISION RECEIVED CITY OF TUKWILA 1999 P.A. i CENTER d cc 1 •EIIEY"E CO. CEIc E11 1N•M AB H'f. fi -: r'T; - 4. ia. x 16.1 /4t i tee 4'-0" &n A. 1 - r rricAL. PH'P I1ALL &Aiz t✓ I cLJ 1-i7 P rL • * - r Al- 4AL L • Fl FISH �It711G • V It Gt?X sFJ A:fl ti • i4. • F.11 r-•6. (HIM • Vz� G.d•J.>�. • A.LLOI LBLE e cAL .1000 Erl • ccriogrre - iv ear 5 4fGK- •4. eevo P'i et +'e'(3 • MN. bm.i611 E>2. IaI•Ul? PFE54,Uiclr is to PGt= OF i Boll -°, mlG. p'1' • ' 1- friG0 • FiHpGHea PLooF - sfg - f ,,G fi k ota 61J ESF14:OFz- G1U5t7 r t 4AIL6 OtHI449 • PIIN. to lL._ pot-pert. pot-pert. 81 NGc Z� PT �3iLL y ct • Io A.'. cz .4 o G. 12 Plittl 4 .t- G3 G'S GMt35 11 Hirt. Lp MIL. 17,1 , VAMP. leAFF161= TIAGM :2 - Td MubseLL. F Pen : tt& . . 24'4 II- retinvi6 iir B. t'41 vepr: rH r> L.IALL. ATM A- 4 G 40 Govik' o : ,f •LIZ -, tEe r-g» -i or II'L GLIB To OullsII2L! *q e.LF. -to IIID I S' 0 eAriliLa,euF AT 21 Pr r• i 4 rroVipI3 Fosrrivs ' GA t°t itoH D INS u R i"r h<ahiNt' UPUP -tom IA _= � 1 � At l Wt. -ro II • 0• 4 • 11!!# 1111==41111E �G t JHL OF KQ. 11 1 .1 E I./l e- 0 1 I ,Pr1� 1v.,,, lg = pi k4 AL • F11 �Ir�G • V t%'x 5N6A • e.f0 61tioS ® (6i4G • F I�1 F6. II KeJL. (Me r - M T� G sU131 G LUE i i'1AIL - ues - T6' pER FLAN tit FSI.�GKaNc, ►I•ri I, • 1 1, a" • 1 • d. d Ife AU.OF 1AI3LE poIL loco ps.F (vEm • 64:1 -16 tt -TV lestr 5 SPvG K. • IWtH. t'IG(1 Wit. 'l LIP PFES .1.fle r ■ 50 PGP OP P61 'EAH «.V a9LUM1'I PGtz rH 'D PLAN. ° 1 1 4 111 -c �4 4® 1/2" G.W.B. 'PING 'pop- Pt-AN APING SUPF1,1 - T T 15A65 -r- (PG05\L• PL- • FIINtpHrp MLO®Fe- • 5,/q M - f I G PLYI.IG�D 6URFL�(�- 6U�GC� r NAILED • Z . 10 hI Tg ( ut - ti. 3 Warts OfH 4t ) • x•19 i It =. '11i t. Sll.l- - - yL" de k2" � io A. P'. G 44 Dom. 12 rYtm 4 fA,L ET 911 O`Mc3517 p A11 H�� lb MUpclL-l.. KEYED NOTES ROOF FRAMING AS PER ROOF FRAMING PLANS. O 1/2" CDX SHEATHING, NAIL W/ Sd @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: APPLIED OVER 9O# FELT. FASTEN W/ GALV. FASTENERS (9) PER SHINGLE MIN.; OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 90* FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 92 & TABLE 92 -8). R- 3& P0. INSUL. (TYPICAL FOR CEILING). 2- 2 X 4 PLATES (LAP SPLICES @ 48 "). - -t t MIL. lLY. VAn'Iz MAfer161 154 - 4 V-K rtes. 2. 1 r Tl r 6 1 4- 1 -(r 13 z Z'O• QG VENT rti D WALL. • A - rH A- 4 GleAro 40 GoVoi I= : S GLFZ 'tD t3o1'DM or r t".' 1 c. GLIz - to I'uTSipL" I-k: Js FN'S 13 7" \Vo 11 R- 'q FG. INSULATION (TYPICAL FOR FIRST FLOOR). 12 SIDING AS PER ELEVATION, ON 15# FELT (AS PER U.B.C.1707 (a]). IMSULAY1011 .Y I" viN. a1Q5 X151/. /• r * 4 X 10 D.F. #2, WHERE REQ'D. 1 (FOR WINDOWS & DOORS). 1/2" G.W.B.; ON 2 x. STUDS @ 14" O.C.; EXTERIOR SHEATHED W/ i /2" CDX PLYWOOD (NAIL W/ 6d @ 6" O.C.(EDOE) & 12" 0.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. R- 1I3FG. INSULATION (TYPICAL FOR EXT. WALLS). 2 X4 4 PLATE. SUBFLOOR: 3/4" CDX GLUED & NAILED W/ Bd @ 6" 0.C. (EDGE), 8d @ 10" 0.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X RIM JOIST AT PERIMETER. rt./44) „..irotti t` 9 i,I TY OF TUKWILA App ROVI ED AUG 9 1999 SUP DING DIVISION RE. IVED CITY 0 TUKWILA JAI% 11999 PERM I- CENTER 1 BELLEVUE COPY CENTER -' 024 CAG. G $U 4D 2 FsL.crari v G 1"f lL.'E1.' . CO I L 1, t3P11.40 g 'PIM 3i-1$G ra' iriG - 33.% 4 FEi;1 • y GPx PLYI42'D 4 w - rHll-t6 ew t� SEC PL.Aris 2 'D" MRX 1� • �� 1[-(0111. yen GPc sHEA1NIHG Pit•tI H &ADIrf6. trlH Zrs Ve AGX PL Wco7 GaPfd r ALL r1' JLiNG i •eric. - fYPIGAL 1,141.1. 5 E6110t`3 5 L. k L 1L- e vAr Rely Tleu6s 1YPILAL f 3P PEA ? L.Ar$. - - /1.10911" 111.1111/11/111 o ril drirr SW. 2 - r -I L. u61.44._kri N �►.f�L : F•' r6. IHs(JL. Og PEv"F SrcG"f ION Pt" G'fP5ui - 1 ► 1'OApr, • AL.1.oI- kP>1-1r DaAFING 200 r: `v ) Ir'Y) CDr cicg- V - I' S SACK - war) Fs. 0 28 1 Yg ▪ MIN. tasl6rt ee2. r•LUI® U E� Pc F O Pi= AILS 'E dim` 'm [/\Ili P /41 ' 0 1 Wwri rUL vf-- I' ; 1 �- M t UL,' j p -N FILL- • SLL'rL iv FEF f-fo?E•: 2. 1N t -f•1t • -for At+t7 E 1 - r - toM rri'17 WALL AS1M A- 5 GF PO's co'ogo4G6: &I GLIB 'fa Mol-roti Cr Vtl' GLt OLJ1 1 cLP ?0 1rt5ITa k.•• 1.110• ('3.,^N -p-vA Iii.. I N N 2 iNe.4-ie IN 1� I2I.'N+IeNJ, T ow. Awau- . gll - /'iN . 'I � 1 w�te1J sw} sl° 1-410" AI ' W ( 1 5_ UtlVlt�f,, 1YPE X 'tiy 131- IIJSr ct �tG 1o •' r,co't/Ihl. piK33h4 1 1Na , - cn•1a+otcs /iNd V I H 14tr 1. 1. WINO t3P6 AMY 1ti 1J&(?• 1!f /Ho rkeezulmoi wii©n -4 O1% NuN rrt4V /I & it rr N41 •f-tAN 1t'I 1'101'4\ -IH r .01vio OP - t1-I r 4 r' VA ( W H t.►ca fitter' /Arke NAlt flaw orc, IN NO Cre01, At +i,/ : VV 1014 4P ItUN 1:40 L.1r95 - THAN h " ^r "4-1 poui r . ' rqq-oo 15 smut Ions: lltrou 11)LDIIO con (1.l.c.) f k!9 ultlal LIIL 10113: 1001 (3101)- - - - - -- -15111 110011 60 /II 11LCOIIES 1 ItCIS 60 ?SE 111)13 6 !1111115 100 fir 3113110 101E3C011110111 Cf. 0.7 101 11112101 111 EITttl0! L'ILLS 1111 11110 1/111- EIFO1111 10[31 1111001 II111 -C1.; 111!1 11. /01 IL0611 tO u 76/16. Putt 13- NI :OH TO II 15/0 /11111-43 -2, 23 11001 6 1001 /111/11615 TO It 111111 111 7111E .23 - T-(3).. 31111 1111 111111101 111103 TO C011011 1/ 11511 11111 1131 1111111 IEQ111111111 1!! TULL 111. 1001 30 3001 COIIECTIOIS - 1111!11 UUQII113EIU 111 31311 Z 3 -r -a 613-113 13111: 1006 111 (111I 3313.3) IITC SPEC. POE- 14 51111E SIIIS, 1 101-11 CIITILEILI 51115. (3.6 1 2000 PSI 1 Ev 1 161 151) 1!5!3.11 IItC 53111. 111 10000 11 COITICT 1/ COICIEIE TO It 1135531E 1111313. 1003 1110513 TO 3113113 10 It 11155313 1111111 01 1001 1/ 1110111 111111110E TO DEC11 -111 5T1SC IE11IIS t0 It III /111 11 01 113311, (lb E 1000 301 / 1150 1111!) 111133 10 /11011111151. PIE-111130D 1103313 TO It 01516330 It 1 LICEUSID 1111116101 ST111 11011111. 111161 1 TEMI 111001 TO !1 5/1111131 101 13/10113. 111 10 31 111111111f 701 SITE 101 11St1Ctl01. 31151E5 TO 10111111CTOU1 1111 11310310 331. CO. 6 TO 11 11111011 IT 11 11/10001 QO COMMEOL 160101 - 11110113 maw . 31 lc liiS?ui&p. G1311 133 11355ES TO II. Ecunu 1111111 1131013 11/601115 f U• 0.C.(16' 0.C. 11 5113.E 111 15 101 10 11 51113111), 30! 111111 IITICIIEIT. 11110/1/ 1116011 TO It 1513E 111 COZIECt10/7. 101101 C1031 01 3115515 TO 11 1111011'0/ 101-1/11116 313.15 1/ 111?101 StC 01 1Q111.. 61111. RISS TO 11 /116011117 111C1 r101 1130E IICI PIP 10 101 13.1.3E. 1101111 2 1 6 513016 3101 01 101 01 103101 01011 11 III 5113 (01/ 1/3 101133 011/1110M 11'-0°) ' C ' ! Cfri OF IMO APPROV AUr 9 1999 rni :V11 "3.0 DING DMS‘ON RECEIVED CITY OF TUKWILA N 2 1 1999 PERMIT CENTER I pETA1 Date Job No. Drawn Approved Sheet Of n.2 J KIIEVUt COPY CENTER MINE } Kin County Building & Land Development Division Hein, lisani B anti 11.+.ttroo D.pear.me.n i6O0 • quit Boa Suttit.aat ielt..ul. WathMtrun UAW. um Nan.. sa6ATa I1l4 10 HEADER h'1 3a o.C. B.N#1. AP& TED PJ1T %UI I . 4e/ MA Zq JO EXP . 1 2 -2%1 BLOC. IE, AT ) • A►11 PL:1 WOOD Jowl J RPPR01t1 =D 1100KED•END D TO CONCRETE Co IKTORS WITH • t' /400i CAPPCIT'i (Nutt i `, 1 11 1 j ' a A.t3. 7 P EMBEDMENYf ® - CONTINUOUS FOO1INEy OR SLAB. EDGE `4° IMO \ LA1E.RAL RESTR A v �- iA;L -. - al NOTE: FOR USE IN GARhee. END WALLS AS 514OW4 . IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE R-Y1.0O0D SHALL OVERLAP THE • RIM JOIST AND BILL PLATE. PROVIDE HOLDO' 5. BOLTS AND PL` aooD NAIL1NEt As saMN. IF USED ABOVE PONY WALL. USE DETAIL - *7 1L. L REYt iOt4 2 -1`-89 A REVtsiO►4. 5- a - al1 . King (:Otan'sy �1 Building & Land Development Division \�� / 1 Parts. Planning and Resources Department MO - Ugh Plan Southeast S eRevtr. Washington aaats - 1400 21 'TOP PATE • . r kf r1 HEADER -;` NAIL SNEAT11H A TO ( 1! 1 - DEADER AT S' ac.5.v1. 1 24° 14, APA RATED SHEATatNGs '1:e /8' Mwt. 2. ExP. l .:i.t -e jj . 1 2- t 4 BLOCKtt4T ?T I hN`I PLYWOOD JOINT i. - APPROVED NOOr4D• END i' WOOD TO CONCRETE CoNNEcTORS 'Wag 5E00 CAPIhC IT'f (MULE A. V1'cA.s. TEMBEDMEwt f •MAtt. PANEL A I4Elert - 2 -2 ST NAL Sa1s.010.16 10 mot eNe. • NAILS AT 3� O.C. ALL PLATES, t )AbERS 4 SCUDS 2 -2V PLATES NAIL: SAiATt1I4 4 10' • Th �! ANEL M. PAAIEL-A H LIGHT 2- 2iSTt)D3 NAIL %EATNIN4 To EAC4 ST00 bat NAILS AT So o.c. Au_ PLAiE�I NEADE3.s $ STUDS S - Z,% PLATES NAIL SNEATAiN6t CONTINUOUS FOOT INEI OR SLAB a04E 1 t M IM U Ui LA1 I, S �RL.�ETRAi N T PAN 1. 'DETAi L . .. NOTE: FOR USIA IN GARAGE END WALLS A5 SHOWN. IF A .FLOOR INTERVENE% BETWEEN FOUNDATION AND BRACED PANR.L I THE PLYWOOD SkALL OVERLAP THE RIM JOIST AND DILL RATE. PROVIDE NOLDOW.1S, 0LTs- AND PLYWOOD NAIL%NEt AS St1OWt eaE DETAIL *16 I m RE.vtsloN 2 -i4 -69 REViStot4 3 L --- __ ....__ . - - -- — - - - HE.10ER J1 RNE PLATS 7 0 K t& R O HEADER SPLICE ,TRAP HOLDOWNS OPTIONAL LOCATION( MOOS CAA c,TIY STAFF %II. a:.rl -a J CONC. FOUNDATION J.FOOTIN• PA NEL AT FLOOR OV4R CRAWL SPACE. ' NIA OLa lino a CAPACITY STRAP l KY woo° • w II C. NAILS O 4 • POSTS OR 43.. sunup s ee d:ec.tso. • everos;o .tOwTa 34 e•e.Ywoae /e d. NAILS a 3'4.c. 4.0 PARTS OR Ps) Ln $1LJ S 1.500' CAR.IC/TY STRAP NOLOO* 4 • LACte OF POSTS � OPTIONAL .. LOCATION %, Pit COLA PtACA. CO.?. Roan. a. AT POOR O NtNO ( 44 kr6e. 2. O.C 1' BLop .: 6L ^b ,AB. p IL PLA Nc. 61AI 1? t".. t l • a lt 11 KEYEr NOTES Ul ROOF. FRAMING AS PER ROOF - FRAMING PLANS. I J2 1/2" CDX SHEATHING, NAIL W7 8d l cc @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: A ?PLIED OVER 30# FELT. FASTEN W/ GALV. FASTENERS (3) PER SHINGLE MIN.; OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 30# • FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 32 -B). 3O R- 3 FG. INSUL. (TYPICAL FOR CEILING) . 0 1/2" G.W.B: 5O 2- 2 x4 4W PLATES (LAP SPLICES @ 49 "). O 4 X 10 D.F. II2, WHERE REQ'D. (FOR WINDOWS & DOORS) . 7O 1/2" G.W.B.; ON 2 X 4 14 STUDS @la,„•• O.C.; EXTERIOR SHEATHED W/ 1/2" CDX PLYWOOD (NAIL W/ bd @ 6" 0.C. (EDGE) &. 12" O.C. _. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. t:J R- I� _ FG. INSULATION (TYPICAL FOR EXT. WALLS). O C.C.) SUDFLOOR: 3/4" CDX GLUED & NAILED W/ 84 @ 6" O.C. (EDGE), 8d (j 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X 10 _RI! JOIST AT PERIMETER. 2 X 4 PLATE. c? G3 C4 a= *0 —4 co w Z o o a • IA e < nirj o0 L ; CO 2 0 . 1rJ - ii 1, -ri 6 NI .& 11 M111 1" 1' U s a O toil i v o R - (q FG. INSULATION (TYPICAL FOR FIRST FLOOR). SIDING AS PER ELEVATION, ON 15# FELT (AS PEP U.B.C. 1707 (a)). RECEIVED cI •, OF TUKWILA CENTER Date Job No. Drawn Approve d Sheet Of lbw Vaal COetOWNE .1iWe1f4KEpYawM114.1 rl vatealy PRESSIJM • ORE Loam /VIET VELOCITY PRESSURE DROP SECTION STIM Alaaa.B) 0 at •c lM+l Oache• w 0.) t1R4eaa 14.11) Y Q. <. u u o.\ a W 1 W 1 1 1 a 2 R . e • MX& ! 1 I 0..1.... $1.225$1 �_ e8il8321 i f . 0.12 , . s. 0.1: 0.11 Sig I , Dry' vase CoardeWaft. 040414 S00YroBd yti +bBC VELOCITY PRESSURE SUS MOTH JWEEM wears PRESSURE DROP SECTION ITEM fhwAsal pM) Ba -c tMwl peaN w.W Odra w•at Y Q. <. u u o.\ a W 1 W 1 1 1 a 2 R . e • MX& ! !! :! ;! 1 I 0..1.... $1.225$1 ' !i'ei e8il8321 i f . Drys veer ale anMwa. OwwttsN. *waYas tad kB1a1raC VELOCITY PRESSURE SEE o.s N T14 IWO VELOCITY PRESSURE DROP SECTION 141111 0w 0= w - c - O latasaao w•4) 104001 sta.) [1: or a W 1 W 1 1 1 R . • • 1.0 01 10 14 0 00.00.. $1.225$1 . Z a. S11834! }Drier OW calww.w; Owtwa we cwt - ' vit0 PrESSuRE es1 u IENER1 rf(ET VfLouurs PRUS1JRS DROP j HCT10N Rue 4 •N 41.04 or -c- 00. lioso rw.O.) ammo mil : o du"{dwQ� IAA 1.0 01 10 14 0 ewew.. 1.100 1400 1400 1.400 1.400 1.400 - 0.12 Si* au - 001 104 000 0 IN SOS W 021 Darw wt alt0e 600, ILINWEINE Pot Cwt . VELOCITY SOX . LENOTII rimer VELOCITY. • museums ms stamp: . ;o .•:-•e .. . mos . *um* w 0.5 PRESSOR! ono. tateaew WALL_ 0.01 104 SAO? 004 0.11 ul 021 �.Y�3a IAA 1 p h:1;11; 1.400 Mal ,.400. ,.400 1.400 I. -- E tt 0.12 41.12 1 • 1111C IICIAIICAL SOLID TOIL 1111116 APPLIAIC!S - r UOI.J U3t,P /it_ __ _rt6 tt Rg t= `ylll • C.O Ic xtr 1V ID ea s5 4/4614- • . 2ce90 1 6 eb pAt.r. • mil. 17m46ti tom 1 Lulea PES4Ule1r * SD PGt= OF Figla SoIL.b 2 > F'T 2. I1 pfarfl I 'ofd . c 21 DEG. VSfer i`H b . LEA L. L tots 40 4o'IwP4462" : a rA-Pg. • . - 0 L'1 J M or r-r . I ' U 1D dr■3IPe *4 tit. Je. 'ro ir s aE e ANTI L ; App(lanco latended for lnittllitiot 11 closet', alcove' or canoed apace' 'bait to so iieted. little& I.I.C. to urn -air furnace' shall be Installed It a room tied or designed to be and as a bedroom, batbrooa, closet or to nay enclosed space with Recess only through lack roes or space. inapt direct vent foresees, Inclosed ftrnaces tad electric heating .sonnets. Senticn 31$ O.O.C. se airs -i1r furnace 'ball be !Walled it a eloeet or '!cove less that 13 lichee "'dot than the (unlace or . rialtos Installed thereto with a *141011 clear worting space loos thew 3' along the side', back ea top of the furnace. fatties 315 0,1.C.. Solid Feel Sortie; Applleaten Inhale airtight stores, fta- eptate'etono, 1441 ieitirs /fireplace stoves, factory befit fireplaces, eat fireplace Worts. He otherwise adopted by flog Canty, all 'acid fief heroin 'spline's shell comply with the provision of , utYit.,EKLh Cf}1aPTe A, vista: L w#Q 51 -13 -4c 2) Each dwelling exit shall be provided with booths; facilities capable of aaitta #mtnq 70 F et a palat 3'ebuvi the floor 1e all habitable roon the the outside teepentart is as set forth !e fectioacqAtehlestoi State tangy Code. bettor ( eAr 1.t1,at1C,) e: Feel harelag egaipuet located Atkin the bundles envelope (contracted rider the fashieltoo State hergy Code) shall abtaio coubastin air frog outdoors, netfeg the prevision of 707 D.I.C. EOTr.: !UJLD116 IIYELOPI. The elements of belidieq which encloses coodittoned spaces thrush dick tinsel eurgy u, be Withered to or frog the ••t - h fl caecalra,, rc�aava ZOlfafllsgtan 6tlte Eurgy Code. b. Feel hero!'; gaippent located outside the battling metope shall net the provision of !letlan 701 O./.C. c. Dacteork, loettin led source of coabestlos air, reference Sectiot c - 456 , 1 , O.L.C. All were-air furnaces !ball be listed and labeled by se approved agency and lastalled to listed speelficetloa. Soctlan304, O.I.C. BELLEVUE COPY GEM ANNEIBINNIMMIENV ER 14956E - 1-41614 411,M "0..6 • F' 13 r-'. Irtsu4. (HIM • 1 1 634, m• ' 19Ni H D F0 o e. • t'y - t,,G P1,1.100D 6U F• 61st • zoo abIk?4 (UHI.r> 5 4' wt4•b) . • It-11 Mg. IHSLJL. ICIN• A.15. o 4'.,o 0 t o. • 12 PRIM 411.A. 1 07-1155D 1 HIH. 4 HIL. pbt.Y. llAPt 15frIER• Ntritk - tP 12) HUI iLL Liquified petroleum gee- bnreing appliances shall lot be lastalled le a pit, latlest or sinllar Iecatlo rbere 'leaflet-thee-air gis night collect. Applleeces so fueled shalt Sot be ltstmlisd le at above -grade cinder-floor !peel or Wasn't Isless lick beetle" is provided with an Approved teens for moral of uburssd' gas. Settle' Soy LLc. leatlsg and coolleg egeipseat located le a garage And • thick geerate, a glow, !park or flee capable of igaltts fls■uble vapors shell be lastalled alto the pilots and berets or heating 1111411t$ and twitches It Ieast IF Inches above tit floor level. Action 3Cg.20.i.C. Fin dampers end not be issttlied le air ducts passing through the well, floor er collies 'entities a residence (6rop I Division S 0cceposcy) fro; a garage (Group 1, *111stoe 1 Ocenapancy), provided web ducts vitae the garage are contracted of steel having a tblckets§ sot less then 0.019 loch (10. 16 gairantted sheet gouge) led have eo opening' fete the garage. !settee c),-2.41-(11:5(__. fare -air foram letttllettans to attics or crud spent 'bell comply with Sections 3 1 and 3Z OU.I.C. !very appliance derlgeed to be noted 'hall be connected to a venttnq seine conpiyltg nth Sectioesen93602ied Able !o. andee.O.I.C. ti 141 MeV Aipwe Ns.1 -dM0ev went as apsdW la WI& Mauro Mee, $-- 111OMlwsd diro awl tataleall 1a U.M.C. Samoa Tim ran is mom. 1.c 0 % 1141003 treeols). 111C110ee Are O WC c c•D P mom ALTadltuTo,CALCULATION INSET foil PIOeJRE No. S Ctiwswas. WN«S.rS iSros .d E,1404 •311 sat NOTH Kea•B1 � 1 t Duo. 4 Ea 4131rt4 Due' abt4 Ea aey 4414 bantam .4d Qua a. S' brrrrBR 1 M 4 err t ■ 4 AI.1OBINAT1° CAi.CIM1ION OVER POII ,IOiIIIE NO 1:E 1A 13.0 Ivory factory-halt cliaty, Type L vent, Type ! gar v.st or type 1 -1 gas rest 'hall be lestali.d la accordance eith the tent e( it, Itstlig, naaefecterer'1 lnitructtat led the applicable prorisiett of Chapter ei V.I.C. 6ect10 ec O.I.C. A Type 1 or 1-1 gas rent shell ternlsate sot less than 1 foot above the roof through which it passes for lase #hat 4 feet frog lily portlos of the bnllding which 'stead' at at Bogie of note the" 45 degree' amid' fro. the borlsoatai . 1111111 lilted/tooted othnllte. lactic" eoG- zi,,i:A.C, 1 Type 6 aottag sy'tn shall teraleate tot lets this 3 feet shove the roof through :bleb tt patios sow less that 4 feet fro' say portico of the which fitted' it simple of tore the 45 degree eprsrd from tb. loriraata'' stilts hated /toted 'thereat. lectloa 804.$ feat collectors "shall be iuitalled 'Ohio the spare or erne la 'hid the appliance is located and 'ball he comer.' is , Pkietey or vent to -such a gasser so to natltail the titian' to conbustiblei par Gbh' 60.3 -C, LLC. DUCt101I a. Duct !,sti■s "bell be of metal as set forth to Table Do. /v h, 6-1 tad 4, -C or factory-we air ducts cotplying with T.B.C. ltd. lo. (0 - Z U.I.C. 5' • 1, Joliti Sad 11111 shall be substantially Airtight, tattle" 6,Q1.5 Table lo, ei-k (rectaegtlir dectsi and Tahia 1o.6-15 (flat, oval and round ducts), O.I.C. e. Installation of ducts !ball comply with Section ,t& O.i.C. d. Duet insuletioe shall be lostelied !a eccordence tit! 1.6.I.C. Table mil- (l 1IITILAT1OI Ceetractofs to cotply with the 1991 Ytblagtoa State Tttllstloa and ladoor Air Quality Code (VAQ) as lotion. aro *' 4 . iti+A'�4 vitro wBro.aa 'Irmaeat *Viol c • E'er arm 0010• 0.4300 00100 0.4200 0.1100, '.0011 ' 81100' 0.8300 VILLOCift � 00 1.400 1..00 1. us 1.400 1,400 I. DUCTLD USUAL LI;IAUST 1Ai JESTED NOM Duos M mad wow • nrB Y d ... _ - . r • treed, •6•'I .11 UNIMOntl rBq, 0.11 x.12 112 0.12 0.12 11 VELOCITY lanai* w.41.1 DROP OWN* w.0.) 0.01 0.05 812 005 0 e00 001 0.02 0.20 i.FRSII All 11LIr -15C[5 forted bedroom Ales at addlttoeal 15 CFI. -letnrlor doors skill tot loped! the floe of fresh air to the 'bole bees'. etleast fat. b.IIHADST FANS STALL ii:'` -flow Wait 0.15 1.6, 'talc pressure -toned rated at 1.5 oases tar. if tied is Thole house Ism -lae1leted to 1 -4 le nnconditioned -11zed per table 3-3 beret. 113100/6 CFI Ill. 1'01 MI . SO 3 40 4 100 S - mums A SWORD SYSTEI+ c.0 14 hour the - clock shall be Installed to regulate the 'bole hone exkalt fa. CFI TAI. 73 110 150 1. Doable Duty Spot I Ikels bast Fan Design A source - speclfle ulanst fan can also serve as 1 whole lotee lee as loop at both prsvloss regalrmants are net Sad 1 foe relay is latallod to 'alloy for boll continuous fed lntsreltteat apttttto°. • integrated Forced Air Yettilatlos Design 0. A 6' diauter (real tlr inlet shall be ducted fro' the exterior to the fresh air retort plaeu. The fresh air duct shall be protected froa the tatty of I3seets, levee, er ether debris esd located so as to lot take air free: - iaurdou or aseltary locating. 3 ere It will ptet Ip obJsctionble odors, (ones or flaenlbte vapors. -1 root or 1pace notes feet herelsg tontines therett. • - Attic, null specs, or garage. -Closer that 10' Iron a tpplttoce or phobias net outlet, enlist the duct vent outlet is at lent 5' One the frisk air Islet. -Duct 'hell he Inflated to 1-4 abet petting through ncondltloeed s Ice. CALCUa Araoea meat owe rewrei eta: Spun No. von1 00 specified to LC. Mallon 1003 (001 le soa4a{. F11101s Ns 4.1Jaalmood dryte veal oqukoloele Y (MC. Horses 1000 jaw so ocoko. CALCULAr10N ONSET PON 01011111110. 51310018 511. CFI 50!. CFI 2 01 LISS SO 75 3 10 110 4 100 150 5 01 1011 HEQU11!S A Dt1I61!D APPIOACI. -libelist fate stet be flow rated at 0.15 1.6. aad sat. 1.5 101, rating. d. A readily amiable 14 boor clock titer tad relay 'hall be lastalled tad tired to regulate the inane fee, telly tad thole kens alaast fee. e. laterlor doors shall be Installed so at to sot tepede the sonnet of fresh tlr to all bahttahls roams. This none oast be perfornies totted Jest prior to the fetal lespectloe by the hotelier or a qulifled third party. The tester °ball provide a letter of coaplitnce addresstiq both the ACI ad CFI regaireaeats and east be available for the inspector before a certificate of occepaney en be issued, D;ftOOI ALTERNATE CALCULATOR SHEET PON 010URE NO.4 b. Inlet dart shell be napped with a aanaai (rental) or t motorized (recosaeded) deeper that will open rhea the v fat relay 1e activated, cad neap closed at all other time. c. Adolt keen extant fie !hell be located is the cellist, 014 be sited per table 3-1 bolos. 0.15 T6 50 50 50 83 00 10 100 100 P 9 1999 4. Source Specific fintilities legalreeest: a. !atbreast, Iaaedry rooms, wed powder roans -50 CFI Ire. b. Iltcbeet -100 CFI 111. Ins shall have .aeon Wicket and be readily eccesrible. III fns to be flow rated at 0.15 1.6. static presser'. e. Want ducts: -Slate be inflated to 1 -4 to wncoadlttomed spaces. -De napped with a backdralt deeper. -forefeet. outside the building. -Duct etrtng to comply uttb table 3-3 below. FAN CFI 101, !Lit 5A!. FT. TAI. SIOOTI TAI. /T. 310. D11. 4' 15 S 90 • 6' MI 100 4' IOT ALLOYED 5' 15 6' 90 S 10T ALLOYED 6' 45 115 6' 15 115 7' 70 7' 0911 100 (3 EL/000 TAI. ALLOYED. DEDUCT 10' 1105 L116TO 705 11Cl ADDIT10f11 1L300) NEE RECEIVED TU ON M 2 1 1999 PERMIT CENTER 4' 70 5' 100 6' 0011 100 4' 20 S 100 6' 0911 100 5' 50 6' OTE1 100 6' 0111 100 Sheet Of mTA1 Lea a' NoT'f, Date , Job No. Drawn Approved . . • J •2 1