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Home My WebLink AboutPermit D98-0414 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCEwon 3JBWBU[ S 'aAV q191 6OZI t'Jt"O-86U City of Tukwila f (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT OWNER CONTACT CONTRACTOR 334740 -1240 12039 46 AV S LOT 12 NSFR DEVPERM LDR Contractor License 001 North: .0 South:.. .0 TUKWILA Sewer: TUKWILA Slopes: No: MJFHOI *092DA DREAMCRAFT HOMES 12039 46 AV S, TUKWILA WA 98188 DREAMCRAFT HOMES :215 E MEEKER, KENT WA 98.032 VICKIE MARTIN :215 E MEEKER, KENT WA 98032 M J F HOLDINGS INC Print Name: ,4LEG /�Glk't'S4 This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy:' UBC: Fire Protection: East: .0 West: Streams: Phone: 253 859 -9697 phone: 253-859-9697 Phone': 259 -9697 215 E MEEKER, KENT WA 98032 **; l•******** *********************************************• *** *•*** ** *****•k * * * *** ****k'k* Permit D :escription: CONSTRUCTION OF -A NEW 1,460.SG FT SINGLE FAMILY RESIDENCE AND A 424 SG FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS /SIDEWALK, STORM DRAINAGE, LAND ALTERING, SANITARY SIDE SEWER'AND PERMANENT WATER METER. ***** k************* ** * *, * * * * * * * * *.* * * * * * * * ** *k**** Construction-Valuation: $ 131,864.40 PUBLIC WORKS PERMITS: *(Water Meter P,ermits.L.isted 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: Land Altering: Y Cut: Landscape Irrigation: N Moving Oversized Load: N Start'Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: Storm Drainage: Y Street Use: N Water Main Extension: N • Private: N Public: N .***************************************.****** k********** * * ** *** * * *•k * * * * ** * * ** * * * ** 'k'k TOTAL DEVELOPMENT PERMIT FEES: $ 2,361.87 * A************************************' k************ k***' k ** * ** * ** * * * * ***'A** * ** **AA ** *A "1 Permit Center Authorized Signature: Date: '-L�✓ End Time: 109;: Fill: d Time: D98 -0414 ISSUED 04/23/1999 10/20/1999 DWELLING 1997 .0 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. S ignature: ___C Date: / if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF TUKWILA Address: 12039 46 AV S Permit Ni: D98-0414 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 12/04/1998 Parcel #: 334740-1240 Issued: 04/23/]999 Permit: Conditions: 1. No changes will be made to the plans unless approved by the • Engineer and the Tukwi1a.-Bui1dji47;DIvIslon. 2. Plumbing permits shalyTbedtbta Seattle-King County Department:;;Of P1uMbThT be inspected bY that incjudi4all gas 01-0Ang, (296-4722) 3, Electrical obtainedthrOdghAhe State DiOsjcin.-of and,InduStrtes aridalT:',41eCtO , work will: by that agency (248-663q) 4 All mechanical- wOr'k shall be under separate: the City of Tukwila , • z• 5. All permits, inspe'ction'reCOrds, approved pjans 4al05e, available at the 30b site prior to the start of , tructionTheie documents are:.-tobe maintained ancflama)1 able until final inspeCtion/APProVal' is granted. 6. Any?e:xpOS-ed insulat,ions.backIng matertaj_shall have,alamen Spread Rating of 1.25 Or.jessi; and,,materialShall bear Adenti fiCation showing the ffre'iperfOrMance thereof. 7. Alt;constrUct:lon to be done in conformance with approved planSandrequirementsf',tf).6, Uniform Buildlng Code:;(11997: Ediion) a. amendet; iiniforMMechanical Ode (1997 Edi,tipn), andashingto StatejEnergY Code (1997 Ed ition) 8. Notify the City of Tukwila BuildingpivisiOn' placing any ,poilerete. This procedure As in addittbn'tq,any requirementsfor special inspectiOn. 9. Validity of PerMit. The issuance of a permit;or of planSYspecifications, and compi.itatOons;shalinbt be con- strued,.to be a permit for or an approyalany violatir of any of the provisions of the building code or of any other ordinance 01 the jurisdiction. No:J)ermit.i.OesumAj to . give authority ta or- provisfonS of,,Ois code shall'beyalid 10 There shall he no occupancy of tbabuilding(s) . until the final inspection ha been comPteted:bythe Tyko0a''Building Inspector. 11. VENTILATION IS REQUIRED FOR ALL NEW-ROOMS;AND SPACE' OF NEW , , OR EXISTING BUILDINGS IN''CONFORMANCEWITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 12. **** PUBLIC WORKS **** 13. The applicant must notify the City utility inspector at 206-433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection 'requests for utility work must also be made 24 hours in advance. 14. 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 _ . _ .. 1ifI})T U "C TIT t' G e! 11.7 - I`t' T•CTt TrT 1. "i' - cur r " CTS: t:; try approved on 4 -23-9 If applicant desires to►mplete any or all of the storLiirainage system the City s�yl issue a • .separate permit for work in the right -of -way or on an adjoining lot if easements are secured from the lot Owner. 15. The sidewalks shall be installed per plan dated 2 -18 -97 and approved on 4- 23 -98. Any curb cut access shall be done per C i t y of Tukwi la's Standards. 16. All conditions associated with BLA L96 -0077 shall apply to this permit. 17. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities 18. The site shall have permanent erosion control measures An, place as soon as pons i b,1 e,af;te.r° f i.n*1 °.grad i ng has been completed and prior to:the' Final Inspect i, 19. Driveway width shall` be a 10' minimum and ° 20. `'; : maximum. Slope ,s:ha 1 1 be a m ay: i Mum of ,15 °4.: Turning red i i sha 1 `f be... a minimum of five feet .. Driveway shall`be paved within 3O' of right -of- way.:`,,' ;. 20. Hauling over ; 50. c y, s teel l i e.gar i re app l ; i ca t i on .to a Hauling Permit pror ta'' any assoc i a ted a.ct i v i ty 21. New con'st;:ructiun ' a'nd, sub: tant`i.al.,.i mprovemerit of ' env` residential structure shall have the lowest t�loort':i`nclud,i basement, elevated to a.,.m,i;n.imum of.•:one toor above `the,.:-_leve'l: base'`flood.;elevation. .11OO year) All ,.'bu'i ldings will be. and certified as built :: at or above, e l evat i on shown :..an appruved storm drainage p l;ar dated 2- 18 -.97 Wand approved ok 4- 23;- .9,L7: ,tNGV Datum 1:929') 22. En .'l used areas be luw 'the lowest .t l•oor shall be designed" t`9 automatically equalize hydrostatic ;f'loo'd' force :. At:;mi'mi;mum of two ' opening having,; a` .total net `area "of not less than One square inch for ,every,. ?,quare,.toot :of enclosed areas.Ysub.ject to ;f,loa'ding Shall, be prov'idednd wi.L the bottom of all open i,ngs no higher , than .'one foot above : g rade . Ope i.i'ng May be equ i ped with screens, ' l c uver ., or other cover'i or devices. provided that they_ permit, the' entry 'and, exit of floodwaters. 23. Anchor ~ing -All new construction and substantial ,improvements: shall ':be anchored to prevent f lotation,�., col l°aps.e, or lateiial' movement' at the structure. . 24. Land Altering (grading to be carried out i dance with the plan dated 218 -97 dad. approved on .4.- 23 -98 25. Downspouts driveway, patio `and .dra i n�ige from other impervious areas snail be collected ,.:i n_ an on -site s :t,orm drain system. Drains shall;b'e '4,'! mth diameteW schedule 40 or''ccir'.regat.ed palyet,h_alyne pipe,,wAth a smooth interior wall. NO AD:; -tiers pipe, Drain ; .sha1„1°': be laid with a minimum 1% .,lope for; gr�av:it.y .dis.c,har"fge': t.o" location approved by P u b l i c Works Crept.' .`..DOWn pi tits shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 26. The City of Tukwila has an UNDERGROUNDING ORDINANCE requiring power, telecommunications, and cable service lines underground from the point of connection on the pole to the house. Permit No; Status: Site Address: Location: • Water Meter Type: Water Meter Si ze Quant Work Or d er-"(N451 Connecti Instal 1 Wevosit: Add 1 Instal l t: Plan Rek4ewf..ee: In:ption Fee Water Turn On Fee : S p e c i a l /Assessment dther 'Fee : D98-0414 ISSUED 12039 46 AV S LOT 12 TOTAL WATER METER FEES: ( —41ATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER-A__ . WATER METER B WATER METER 5204K $ '60 PM ff,50;;DY„-, Iiri,;( $ . oo '• ..,. ...6' $ 1,a 1; I.,,. ...0 060 0 0,....,, ,,,,... n l''' , ;.,,,;■ lt . UU .'' 00 . ,,...,, . O t f , 1;4 W-51 S:260.00' \ • • 4:4 PUBLIC' WORKS V ENGINEER . APPRi"..IVAL: - •`: Applied Date ; 12/04/1998 Issued Date: 04/23/1999 .0 . 00 t .00 $ .00 $ • 00 $ 00 $ .00 Project Name/Tenant: 1 0 Value of Cgstructioq: Site Address: j , o i,3 City State /Zip: + F AV S Tax Parcel Number: 3 - 1 `-1,0 - l v D Property Owner: „ - J +- + elf S r'e Gt-m Cr "L1 Phone: cD.. b ) 01_Gt. (rzQ7 Street Address: City State /Zip: � 1 S E N eeAte) .- ku\± � W fl OI Fp 32 Fax #: LL5) %` - 5 2_06 Contractor: ;� 1 T) J Ir'LQ FYI T f c're .S Phone: �c J� IGI - q �DA 1 Street Address t 5 E Mt e.k. l'� Gr\. I , MJi1 a City State/Zip: 1 3) #: a ) - G2-08 C as Architect: n IA- Phone: Street Address: City State /Zip: Fax #: Engineer: 'n , Prssocia. S Phone: Ca6� 031- 5353 Street Address: City State /Zip: a te , 5 1 . 1 1'b P>_ S G , k e , r . . - i - - , LoR 0 t - s 12A Fax #: ( ) (DB ) - 5 353 Contact Person: • . l G \ Lt..q lU n C:5 WI R b p 7 Street Address: City State /Zip: at5 (■,�eelu,✓ k n.--; IAA X3 -- Fax #: �� g 5 aOB Description of work to be done: i V IAA Cal C711 (Y) , S►P41- fa-m Ll reSi dQ,A ) Type of work: In New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 51 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 0 sq. ft. Dwelling sq. ft. Covered Deck(s) k-'11 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) , 2 z.q *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 F R STAFF USE ONLY Project umber:: P18 " CO Permit Number: e Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ._ [ .�.,..... APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: El Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous SI'PERMIT.DOC 2/13/97 ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: gal Schedule: 0 Fill Size(s): cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: A- L7-1y Date application expires: Appllc$.fjpn taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING O NER OR AUTHORIZED AGENT: Signature: V tiI.Wti, �.0___ _ Date: Print name: VIt,LLt.t1 i�/ \ P AT lEq Q697 I cg3 : 1134 . 5 Address: Qt r E ,( .ee- a,r Cit / ,at , oa _ 9,5032_, PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWIN : ALL SINGLE - FAMILY RESIDEN DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: 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). El ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the properly owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Sl'1'!RMl7'.VVC 2/13/97 • ^!" Account Code 000/345.830 000/322.100 000/345.830 000/345.4330 000/345.4330 000/386.904 000/342.400 412/342.400 402/342.400 401/300.102 401/386.520 401/342.400 401/343.405 401.380.104 402.388.104 000/322.100 TRANSMIT Number: R9800052 Amount: 13 O4/23/99 11 :54 Payment Method: CHECK Notation: DREAMCRAFT HOMES mrrit: TLB. Pirimit No: 098-0414 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 334740 -1240 Site Address ": 12039 46 AV S Location: LOT 12 Description PLAN CHECK -• NONRES BUILDING - RES PLAN CHECK - RES PLAN CHECK w UTILITY PLAN CHECK - WATER MEI ER STATE BUILDING SURCHARGE I:NSP FEE -• UTILITY • INSP FEE STORM DRAIN I:NSP FEE .• SME/SSS WATER CONNECTION WA1 ER INSTALLATION (DEP) WATER INSPECTION FEE WAl ER TURN-ON FEE WATER ASSESSS - ALLENTOWN SEWER ASSESS - ALLENTOWN LAND ALTERING PERMIT FEE Total Fee$ 14, 170.17 This Payment 13 Total ALL Pmts: 14,170.17 Balance: .00' •A• *•rl* **A* *IkAA # *i*14*#* *r1* ASV**!*, t**** i• 4•**• Ah .14ir *•A*A* * * * * ** * **A*dl ** Amount -762.42 1,172.95 762.42 20.00 10.00 4.50'. 15.00. 15.00 20.00 60.00 130.00 15.00 25.00 4 7,641.90 54.50 Asfifi * * *dA *4.*4: *fi' * * * # * *4 * *a` * 4 *.*AA� ** *4•ot *11 * *11 *..** 1—: •* •** *4 ****+Mb *44.A * *AA)N4 *11•* 451***t er*: A:44•k4*•A *A*A *0.**.k.A *.A* ' I- 2771 04/27 9717 :TOTAL :1346745,: r; n,r�R �;•- ,•��.. •.aq;r�„ ; vti ,. r . : !ru�T�n ^nit:l^ta�r9 .?,} M��i { ** sk* a• k** h* *k **k *•kst **•k * *k.stsk * * * * *:�* k*A * * *4. * ** *sk * *skdtsk*sk* * *r * * **; CITY AW. TUVWILA, NA : TRANSMIT ******** k' sk. sk** a' sk * * * * * * *ki * *•kdi * *A* *sk * *fr *�s� k! * * * * * * * *.F *k:k *.*stiff*. —Ir* TRANSMIT Number: R9100877 Amount: 7G22.42 12/04/98 14 :23 Payment, Method: CHECK Notation: DREAMCRAFT HOMES. 1t to (iLH Permit No: D90-0414 Tyne: OLVPERM DEVELOPMENT PERMIT Parcel No: 334740 -1245 Location: LOT 13 Total .Fees: 1.93:9.137 This Payment; 7t,2.42 Total ALL Pmts: 762.42 Balance: 1„177.45 sk * * ** k ***k* *sk ** * *•k * *fi k *sk *4 * * * * *sk *sk **. “** *sk * *sk* A• ** * * * *sk_� *• * #sk* Account Code Desc;r i pt i on 000/345.03Q PLAN CHECK - NONRES 8343 - 12/07 9717 • Proj t nG y ype ctio C le f Date called: I I / s /' Special instructions: D Date wanted: l m. a. Requester: CL Phone: 0 " q q6 INSPECTION RECORD` Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, W PERMIT NO. 1:8 206)431 -3670 proved per applicable codes. El 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 reins ion. Receipt No: Date: Project. /lame TYp 2 , (/ t n. /�„ r" ! t l`lJ Address (o t? .. Date called /o Special instructions: Date wanted;% 9 ,a.m..� R equester: 'I Phone: 00 - 3 9b - 6,70/02-- INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • ,,. 1206)437- PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1x At/LA-nail 0,,/r .1A (i) $47.00 EINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No: Date: Project PG t no(v Ty I rection M1 1 � i n_ e,s Lito AV C Date called: ID - /-q9 Special instructions: Date wanted: Amp a.m. t� p.m. y Requester. Phone: I v 1 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 � gs-DL{t { PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /v 9 Inspector: t v Date: t / y El $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: C Type of Insp tion: �� Address: ! ' l '�� 4,(T to —` Date call d: Iv . e l Special instructions: l.-oT I l,. Date anted: a.m. 1 vivo iq7 /; p.m. R quester( 316 67).2-- Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 RMIT NO. (206)431 -3670 COMMENTS: a 61 q 7 1.-A cd,, 0,2J ' Inspector: &!v El Approved per applicable codes. El Corrections required prior to approval. Date: 146/11 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Ty of I spection: Addres / 3f 4 ,r� - ate ca cal 9,1 Special Special instruction � L‘if 12" O 0 Date wanted. Z Z 7' 9' Reques �k Phone 4 M l0 7- s INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: Cti 1 DiGiq Approved per applicable co es. 0 Corrections required prior to approval. Inspector: 6-1 Date: w r Ji 't $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: (y e e ,, ma ... a.4 . T fins ection: : Address: Date aye L i 10 special instructions : . .-- • D I d 1 el C P.m. Req tg ae... / ikeitywv, Mad . &"" (0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. fl Corrections equired prior to approval. COMMENTS: qp-1,1C1 k/L.- pt-rrreM ID Dru.kke wc,4 5( L. io(a gq CVJ LAtQL-t". Inspector: 41 Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 COMMENTS: 9/27/99 / 2" copper connected to 2" existing stub with /110 compression coupling to 4 meter bank. Thi .. ., in addition, serves lots 13, 14, and 15./ Vi= -1 inspection — no leaks. OK to cover. Date anted: / 9/27/99 a.m. p / / Re ester: Alec one: 206/ 396 -6722 Project: Dreamcraft Homes Type of/Ins ction: 3/4 er meter permanent Address: 12039 46th Ave S Da j4 call d: / Special instructions: Cot 12 Date anted: / 9/27/99 a.m. p / / Re ester: Alec one: 206/ 396 -6722 ty INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98), i$98 -0414 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Gjv Date: r2..7/-! 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type ofp ection• aen f L1(QvS pecialins} ions: - F d: a.m. 8/q? Cfr. CCIMERM 100 :� c_{M �4L ^./X L v 2 _ & S C & o , " "C/vo ,d t! 71) , - , 3 G •T /5 IMF '0 &Lot ot (r, Or (CI rn J Type ofp ection• aen f L1(QvS pecialins} ions: - F d: a.m. Cfr. CCIMERM 100 • INSPECTION NO. Approved per applicable codes. INSPECTION RECORD ! ` "1C]Cr �S(.,I Retain a copy with permit l �. ,,- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval... Inspector: ANJ Date: PERMIT N ( :6)431 -3670 E] $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: Pr2';i2e e4 7d 3,i /�, J Date called: C t 4es Special instructions: Date wanted: o/� aD--- P.m. Requester. re U Phoge? � v9.-.C. 7 679 (' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit VP/ , PERMIT NCI.. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Do �( $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!, `1\ n .., . - 1)Kc{L , c1+17' V _. ri___ : Type of ksraion: 0 tatibvk . reb 9 Vi 4,. Date called: C° /1 i C t pedal instructions: I . . , • i i . • ,,, \ .y. Date wanted: Iii I artil,... ir f • • Requester: / (‚C- Phon /077 y 0 0 c , F ;. ... 'INSPECTION O. CITY OF TU,1411A BUILDING DIVISION 6300 Southcej Blvd, #100, Tukwila WA 98188 ,INSPECTION RECO() Retain a copy with permit PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prioi 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: Project:. A ,Typ � f Vl I�,A�N a Inspecti r ,!�. � � S �e c C� r t O s _ c , 46 �., ' 5 Date called: &7/ /9 , Special instructions: Date wanted: (/ 1 / ?cy elm) P.m. Requested / /, fec.. Phone: a 06' ('79 - 0n. 9 5 pproved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 -00(/ PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Dp; 77 9 9. $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: ' • Ire h COMMENTS: /....) -- / ' 4 7 6-i I-- 1t k CV f (-)? 41-0 / >..../ ( 2.- 7 Y Special inductions: Date wanted: 6, (7.7-n.,..; p.m. Requester: -/-7,,,,..c., P h .,, 3) AA 1 1 , -.. , or efet- 6Igat z 1 4 ( di e i 5( / ,11 to i , -1 ilee../ 0^.1 .a.41' ... ei I / A / _., AO I•d• 0 ' " 4 Project: A 4 A -14- Type of Inspectir 1t k CV f 9kI 6 r ArXs 7 6.7 (---.1. Date called: Y Special inductions: Date wanted: 6, (7.7-n.,..; p.m. Requester: v c P h INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. , Corrections required prior to approval. Inspector: E] $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: M. Date Project l -or�r, of In pection: 44 1- - 1, �� Address —1 � 41 Date ca d: � Special instructions: Date wanted: ...5 Requester: Phone: INSPECTION NO. Approved per applicable codes. "INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Corrections required prior to approval. COMMENTS: C $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 • , ,. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. INSPECTION RECO() Retain a copy with pe (206)431-3670 Approved per applicable codes. - Corrections required prior to approval. COMMENTS: /)i\fee, eitAd.-- d. ac.-4 2.- ( $ 1 41 r LI $47.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitek100. Call to schedule reins ection. Type of Inspec : tion ... 4 RM A emit i,m, e cin Date ctied, Special instructions: Date war: .—...., . , 2 , 9 1 . . . . . . . ..., Reque 1 • , ,. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. INSPECTION RECO() Retain a copy with pe (206)431-3670 Approved per applicable codes. - Corrections required prior to approval. COMMENTS: /)i\fee, eitAd.-- d. ac.-4 2.- ( $ 1 41 r LI $47.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitek100. Call to schedule reins ection. Project: ( &C fl Type of Insp t' n: . rwcfrl•Ja (( Add /ess; 3 ci q(kDate called: ) r- / • Special instructions: Date wanted: m/2. c/ .m. Requester: p c.. Phone: p „ p (a-7 ( INSPECTION NO. INSPECTION REC Retain.a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 X Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: _ /14.4A1111 0 $47.00 REINSPECTION / E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l C7 PERMIT N (206)431 -3670 Project j 1 G '� Ty a of I s n: 0/ v r e Ad� i_ „ s: 1 q "r ipes Date called: / / "5 Special instructions: Date want P.m. Requester: 17/- Phone 00&— &79.0095 INSPECTION NO. PERMIT NO. V CITY OF TUKWILA BUILDING DIVISION 6300 Sou t�center�Ivd, 10p Tpkvila, WA 98188 (206)431 -3670 /n iAw Approved per applicable codes. .CQrections required prior to approval. COMMENTS: 54Z ('7Ot 5 ,-7'2S to / C'v.e- A C77thtit_ 7/xee 4re e C/ INSPECTION RECC p4i-o4/4/ Retain a copy with permit $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / Receipt No: Date: COMMENTS: type of ot4iirryi Vi 0: Address: 1 SI q 014 date called: WZ-6•M Special instructions: a X1 /e300 *,. S6 I'sA 4 IC- r- • , e r9AL / ,../ it, .4 / pro n , eakriera 4 /nPis type of ot4iirryi Vi 0: Address: 1 SI q 014 date called: WZ-6•M Special instructions: a Date wanted: 27/9 *,. Requester:— m! Phonc _a �9- (vs 7 INSPECTION REC Retain. a copy with p rn i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1�9� obi. PERMIT NO. (206)431 -3670 Approved per applicable codes. I��orrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: / 14,07-2,(j& 5 , - "Q4e-A0:6 _filf..400a€7 44,4c i_z7 orhieoz, 4 0- /Z2 23 Alce-esc Date wanted: q ao Tgv Requester: A 1 ts 57" 0,S , 47 "-{s2 1-. 0/' co/4_ Aly;e Projec tr— L2( CZIrr*,r6i-1-:-+ Type of-Inspecti n: V- 10175 L/( s Date called: Special instructions: Lo-t Date wanted: q ao Tgv Requester: A 1 ts (.6 CCc I I . • INSPECTION RE Retain a copy with p rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dcle-c PERMIT NO. (206)431-3670 LII Approved per applicable codes— . gLorrections required prior to approval. $47.0' REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • '; ' ••,. 0 0 ••• • • `, 0,•'1••: • • •,0' • ■•• 0 • • , 4 • •• • .• • City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Flreptlt, 1.)96-ovtly 4*a.• 69s- 0234 096 c.12 08 L:96 Permit No. 1)5r- c)v-os 09&- 7 29 09A - o98. c:/7/ ov),- 0170 " 1 hi&. Ca it tr; 7 H Project Name -, 'V' 01/ es go32, qo 4/, /.2o(il , /3..d4/ Address /2-6i .1 /70 / 7 2 i /06o / . e,t4.• 7 4th S• i Suite # Lic13o, / Retain current inspection schedule ' -- Nede - bhift inspection - - Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: / Halon: Monitor: Pre-Fire: Permits: Authorized"' Signature FINALAPP.FRM Dat Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Project Name :0( C.G+vti^■ l.. { Ac \ Address \ 2 � " 1 a(r) A'J _5 in current inspection schedule Needs s i inspection Approved without correction notice Approved with correction notice issued Sprinklers: Pt Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: `t. Authorized Signature City of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fint Chief Permit No. Z (~ Suite # (0(ckclic\ Date T.F.D. Form F.P.. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 N I" =2.O' P I I H y drat -4 .k I .5 n\ Po'u1er- 1v �r -VC —I2 N D Co 4tot.. Averw,e, • IC. 4,0 z g� 74. 52- i o o ITE I�� - _►�- .o 12_ 15 No. L.q (,- 0017 �RE/lr4CRkF'T' t�0 & ' 7 .. 11 EC rL '2 Z.CI4(0d) bete, L53-R59 -697 25 % Wh.iC / kA Pt ;$. 5W-4 CSecc�d Ave�L L) CCA 5 555 5G LA WM PERM. ALLENTI;s00 w WA, AND SE042. uphiecrior FEES ErksEMJT 11' — RECEIVED CITY OF 0,S, >;; 7 ig9S PER MIT CENTER - O9■jd c ud -- I3 -A Y ' 3 14" Mekv- \ \ N \ APPROVED PER PUBLIC WORKS LETTER DATED C c.R.A.,svor 14 0y"1 97 ' ..ot, C n (AZ +C Q' 4 ►•3 AD C._. 0 I ::>' (a pLr� . w cNA 11� c.t Cl v■-%, L — - w Z Z c_o `= o 60 Z 4+ 2- X -{- k .x3o -t-« to . 1.1..a" r 2-2) - 0 y LC c r.Q. z1.• \ Z ZC $ ') °1 N – c.A.Oc 3-)( ct. ( 9 c. I Tagr4. 6 ' - 3(•7. P= — Zo C ry _ IOC . 4 � Z: _ 4 Ic "sc�o . c,5 1 U gjo 0 l 3 Soo I Mao W t u° Go J 0u.3s R. HORN ASSOCIATES IluomE e22/ s. 5 t�l"ac RECEIVED CITY OF TUKWILA DEC 0 1998 , PERMIT CENTER • ` t D CV-4 25954 130TH PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 1ai1 u. c_. Q�trnt UZ�- - r r A.J 2.• 017 ‘ ; 1 o — ( S (I 46( 1 qre-2L( = Itp.At Gs) (I,7: 14.6 • Oc. t• : 4- ( �')t4. wA(..L_ - =,.'t) U, - tL v Cc % i fit. U IrJ�� .� LwrZ. ■• Z Cct) vi 4 1()) 13,Z- P5� q-zr- (442 o �e-o J c - r - v ht - D$ U Y \ t°44 V.W to Z.. Z7 B 1 • A, O 1 I fl� Z a G 4 4 _` 35L. I X34 13 1 52.4 o.—/ ;•, . t ' 2O1 /37.S= (AD —. 1i4 i S 0 V - V S% I9"s4 = 24 R . H O R N ASSOCIATES KENT, WA 98064 -5102 (206) 631.5353 102 PLATE' C ciz•ot? �5 z7, ' 6 FT [ AV,. l C0 40 4 :Y ---- FT - 1 FI'" l /1/41) f stet 0 pr ' 'k sc..3 'Ir49 r ¢.OG OtL C-0 vet r+ Cr asur.■■•• o L a __ Le• ‘3o, t 4- L (4.o i O i t 1 1 w !Ill. ( oc IA - - - ' A n•i N � n -GL oQ` - 4 1i.L (4 187, 1 121 (SS Lsto is3 I6 t v i J r J 2.4-1 Z4-1 2Q,°t 2 2E;iZ i • , __ X03 °It,S mo wn o t..)c- (c- - c c e 24t Z4 t(- E (SI /I i i . ;.:1 4 1 ._ V c' V.)■J 4 0 . SS Z l !,(0°140 ) A Sob 0 p t � � c �: -..)Aw U oc_ ° j tn ' 1 fr Z.51 S3 t3 Z‘ ` 4`'0G.. ' 2.I_ 0 ,_,,_ 0 c -., „-1 W? Cv ;1G zZ. 23\ Ibita 42. L . 4 P CO 10.) u0 W5 V STt 0 14r V ,I w‘AeJO • C ciz•ot? �5 z7, MARK IHEATHING FASTENER SPACING (ALL EDGES TOP A, iTTOM P M .IN //R ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES 7/16' MIN APA RATED SHEATHING Sd 4 6' OC OR ,16 GA 4 6' OC 16d e r 0C • OR 1/7 A.B. • 4' OC A34 a 1r a 200 PLF © tlBOT'Y GH WB SIDES SO COOLER OR OWB 7' OC 16d c 6' OC OR 1/7 A.B. a 4' OC A34 a 16' 0 200 PLF D ONE 1@' GWB SIDE Sd COOLER OR WALLBOARD (1 r OC lid a IT OC OR 1/7 A.B. 0 4' OC A34 Q 24 100 PLF 4 7/16' MIN APA RATED SHEATHING 6d (4 6' OC OR 15 GA C MC 16d 0 6'0C OR 112' A.B. • 4' OC A34 ( 1r OC 240 PLF • 7/16' MIN APA RATED SHEATHING T 6d 44. 0.C. OR 15 GA e 3 1/2' OC 2- led CS' O.C. OR 1/Y A.B. a 3' O.C. A35 C 12' O.0 353 PLF 1, 2 ® • APA 7/16' MIN TED RA SHEATHING 6dC3'O.C. OR 15 GA e 2 1/2' O.C. 2.16d06'O.C. OR , 1/7 A.B. a 2' O.C. _ A35 C 12' O.0 451 PLF 1, 2 7D SAME AS 4 WITH CONTINUOUS HEADER TO CORNER I 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 ' N — i - u 0.3 t rJ (� 4 4- 4 2 ,1 0 .+ S.S(i( =Ss & 4� � — 55 =31 I ' _ r (A ' i t4 p t 4- wt:N► $ Fo:'UU L i z1 z G = 11t;(o �o =10(c0 "l i.. I C'4 "s/ 2"IZ (0,)_(60 = 11 S e 'o P A- t4t- "2. S r o4oU. w= GCo" 3 (c))—G.c. =21 I 2 9 2. o ;71 • V 0 V. et • :FAr1111 141 •11 • . ' II 84 a r CE S2 ) . • _if - / -4,-- - \ .I I l• A. I An. 1..11 2 I N I. 1 t„. 4 e • • I M. TY Tr. fa t„„„d an k tit sI A Cove g cArE.I 1'4.1 / ht:OIC /2 # . • Col' ..ti 4. st I r: I. • 4 ' • ! OUAt P r », p4 Hius t PSC. CO IC V • 2' .5 • U. S. IL I II.. ' •• • 411;t'; •— , • Lo et ••••••• • irae. is t. 1 4:0 # • o • •• #.1 11. . • 041.t• I r 1• •0 . F. 14 • t t./ • It • .•: IVIts1 . • 4 bi 04 • --•••• Ar • .or • t, 1 . I t .. — q2.ot Arrir - .S IS ' I • , I- • .01 ;41ter_ .11 0 .1 _ • I/ • • eq- 104 61 2,1. I •11 : '.411 • e.r7 t•-• • , •1' •11 • • !AA, 4 4 5 r .5 • 42, • 4t' ... I, • • • I.11 • q: L ? ••• ••o' . . . .91M , m , 1 . . • 1 ' • •1I tA a a I I : • :., • ... i —1-1 Aria .• ..1.1 1 . . .1 I.,. ‘. .,, : " 1 • , a • ., A 1•••••% & I 4 " 5 . C• 4. • P AL 1 • I li . • •■■ 1 c I. I a. ... 1 / ai Jr b / TIP M EP • :• e :.. • • 9 .1 SI p. 1 : ••• 44 S. 14' .••" . • %11 t ••• •10 ■ I el • • a • •.111 • . 5 • v Iske*Aolt. 1 Z o '7 Air ( ,,, ,. --•. . ...-. a q 2.00 W.zer • L L s Zs pS F 3 P co ' o CL Lte. `• ra-i 4 • z so 14 C'') 6-2 1 .1-- c‘v. . . co Ivet? LC 2,c a . � a� A-9 I 4° 5 44 �3 Zc 413 3 � z _ Io . 32. L (X St)si)br 40 G-- )%s\ LC) P4:2,5 I xio # 7,4`; DR • 17 . 44-1( R.HORN ASSOCIATES KENT, W 98PLACE 2 (206; 5353 Ia Ia ■aaaaaaa ma ••••• IL 'r Nommimmur ma immoimmuu i • 110 10111111 Lr sun... • —a 3. . j n - -- EN ri .., i i a • 1_ -__ -! .._ .._.I.....I.... __ . _. _..._..L _ .._...__ L.. ■ El iz ' ■a■ aaa!2 ZEL21111 ma ll1111111 aaaaaaa mamma ■a■ as 4. dr • ■a■ ■aa■ RIME= aaa i k r 1 J.- v 11 1 111 • • mamma na= mama■ mamma aaa■ aaaaaaa • ■a■ Ii 2 _ -� - -� _... I _F p, b ' _ I_I I + � i I III 5 1.1 l 1 II 1 1._...:. ; .. i.._.1 ._.1___ 1.1_-1_ __ i ._ _. ! __..!__L __1 _ 1 _Li_ __ I I _ _I___ _ I ' e.t.a • 4 u. • • 11 11 8 1 111111111_111• • • 1:010 •Ipurni ram- ■■ii 1111111111■ 1111■■■ 1 8 i I I II II _ .!■ • k15• ■■ EMIR I. I Mill 11 RI ■ 111111111E 111111111E ■ 1 12_ 1 Z 1 Fs2i i cwi ►o .- • A JL 1 , -, Asks N r777, r wiraj de-1a -1997 12:39:16 The minimum depth size is 2 Pcs of 1.75" x 5.5" 1.8E Span 1 A Max. Reaction•Total(lb) 775 1621 Live(lb) 611 1288 Required Length(in) 1.50(W) 2.18(W) Max. Unbraced Length(in) 32 TJ- Beam(TM) v4.60 217004179 0000 R Horn Associates PO SOX 5102 Kent, WA 96064 USA Phone: 206 6315353 Fax: 206. 631.5353 Name: Ralph J Morn Project Name: REGAL PLAN DREAMCRAFT Page Title: BM B1 Based on Allowable Stress Design (ASD) USC building code for TJM products available through Distribution • Application Floor - Res. Deflection Criteria ( S) Member Use BEAN Load Classification 'floor LL Daft TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking N/A Dead Load(psf) . 10.0 Repetitive Member Use N/A • Tributary Width('- ").... 1- 0.00 Reinforced Overhangs N/A ' LOAD: • Class LDF Begin End . Live Load Dead Load Comment 1 Conc(lbs) " Floor 1.00 4 6.00" 1019 255 Add 2 Unif(plf) 'Floor 1.00 4'- 6.00" 7 0.00" 280 70 Rept 1.75" x 7.25" Microllam(R) WS LVL 1.8E 7e- 0.00" A SIZE ANALYSIS - ASD This analysis for TJM products only! Substitution voids this analysis IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted' design values. The specific product application, input design 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 member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximus Design Allowable Control Shear(lb) 1621 1408 < 2411 58% RT. end Span 1 under Floor loading Moment(ft -lb) 2950 2950 < 3557 83% MID Span 1 under Floor loading Live Defl.(in) 0.191 < 0.233 L/439 MID Span 1 under Floor loading Tdtal Defl.(in) 0.241 < 0.313 , L/348 MID Span 1•urder Floor loading Copyright (c) 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho,'USA. Microllam(R) is a registered trademark of Trus Joist MacMillan. TJ- leam(TM) is • trademark of True Joist MacMillan. Page 1 of 1 TJBEAMD 4' ' 08.18.1997 07:46:09 Name: Ralph J Horn Project Name: REGAL PLAN DREAMCRAFT Page Title: BM 82 Based on Allowable Stress Design (ASO) USC building code for TJM products available through Distribution Application Floor - Res. Deflection Criteria ( S) Member Use BEAM Load Classification Floor LL Deft TL Deft Member Top Slope(in/ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in/ft) 0.000 Live Load(psf) 40.0 Floor Decking N/A Dead Load(psf) 10.0 Repetitive Member Use N/A • Tributary Width('- ").... 1- 0.00 Reinforced Overhangs N/A LOAD: Class LDF Begin End Live Load Dead Load .1 Conc(lbs) Snow 1.15 4'- 1.80" 2750 1100 Add 2 Unif(plf) Snow 1.15 0'- 0.00" 4'- 1.80" 350 140 Repl 3 Unif(plf) Floor 1.00 4'- 1.80" 12'- 3.00" 80 20 Rept 4 Unif(plf) Floor 1.00 8'- 1.80" 12'- 3.00" 80 20 Rept A 12'- 3.00" This analysis for TJM products only! Substitution voids this analysis. pIPORTANTI The analysis presented below is output from software developed by Trus Joist MacMitlan(TJM). TJM warrants thtsizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the mjmber. Lateral bracing needs to be properly attached and positioned to achieve stability. Bearing length exceeds 3.5" at bearing 1 R Horn Associates PO BOX 5102 Kent, WA 98064 USA Phone: 206 6315353 Fax: 206-631-5353 2.69" x 11.875" Parallam(R) WS PSL 2.0E Maximum Design Allowable Control Shear(lb) 4627 4133 < 7102 58% LT. end Span 1 under Snow Roof loading Mament(ft -lb) 14905 14905 < 17591 85% MID Span 1 under Snow Roof loading Live' Defl.(in) 0.357 < 0.408 1/411 MID Span '1 under Snow Roof loading Total Defl.(in) 0.498 < 0.613 1/295 MID Span 1 under Snow Roof loading Spent A SIZE ANALYSIS -ASD A TJ- Beam(TM) v4.60 217004179 0011 Max. Reaction Total(lb) 4627 2588 Live(lb) 3294(S1.15) 1885(51.15) Required Brg. Lingth(in) 4.05(W) 2.26(W) Max. Unbraced Length(in) 32 Copyright (c) 1997 by True Joist MacMillan, a• limited partnership, Boise, Idaho, USA. Parallam(R) is a registered trademark of Trus Joist MacMillan. TJ-Seam(TM) is a trademark of Trus Joist MacMillan. Comment Page 1 of 1 TJBEAID Qty Notes Size Type Bar „AP( Glass Grids Argon Screen U- Value Price Each Extension 1 1-/ 6050 X0 270 �o LOW -E , 4q 1 $133.96 $133.96 1 V 2840 PW 770 j), (v41- CLR - 3X4 , 5U $54.39 $54.39 1 1--- 6050 XO 270 '50 LOW -E 6X5 , 36 $171.92 $171.92 1 t - 2640 SH24 570 10 CLR G •■t9 $66.80 $66.80 1 ✓ 1068 PW 770 ( CLR TEMP 1X6 . 32_ $100.74 $100.74 1 ✓ 2640 SH24 570. in! CLR G ,t- $66.80 $66.80 1 %/ 5040 X0 270 - LOW -E • . 3 % $98.19 $98.19 1 ✓ . 2020 XO 270 u, LOW -E , 3 I. $44.17 $44.17 1 t% 5040 XO 270 .O LOW -E 6X4 , 36 $123.37 $123.37 2bco c �. 30 5 7f) ? 5 Lo>^� -- F , 35 $0.00 $0.00 . 1 $0.00 $0.00 $0.00 $0.00 DATE FOR BELOW $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 r-+ e-+ N i-4 5036 XO ' 270 1/, LOW -E : 3$ $89.43 $89.43 6068- 170 40 - LOW -E TEMP , 33 $277.77 $277.77 2650 SH30 570. 25 CLR G . 4q $73.73 $147.46 ' 5040 X0 270 LOW -E .. $98.19 $98.19 • G i v • More Mae a Noe ... A Co■iwsat 19720 BOTHELL-EVERETT HWY SE, BOTHELL, WA 98012 -8124 (206) 481-7101 * 1(800) 800-5920 • FAX (206) 402 -4811 Customer: Dreamcraft Homes ' Address: 215 East Meeker (color) Vinyl Notes: Kent WA 98032 Dimensions: RO/NOA s pt� r ATTENTION: BRITTNEY BOLLIN QUOTATION ONLY Quote Date: 4/25/98 Job Address: Phone /Fax: 859 -9697 Misc. Notes: Project Start Date: Job Name: REGAL 1460 Plan Revision Date: Sales Rep. 1047 PO Job Phone & Contact: Contact: Quotation Valid For Sixty Days Maximum Unless Otherwise Noted. Total Sell w/o Tax... $1,473.19 State Sales Tax @ 8.6 %..: $126.69 Total Net Sell. $1,599.88 arc,IAIT CENTER Page 1/1 ECEIVED TERMS: NET 30 DAYS OF TUKWILA flEC 0 4 1998 SEWORD5.DOC 10/30/96 Washington Ordinance No. / 7 7 7 City of Tukwila 1 7_ to - ..5_ AN ORDINANCE ESTABLISHING WATER CONNECTION FEES FOR AL- LENTOWN AND RYAN HILL, SEWER CONNECTION FEES FOR ALLEN - TOWN PHASE I; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, a sewer plan identifying 7.residential and 2 commercial areas has been pre- pared with a prioritized construction schedule, and WHEREAS, water and sewer infrastructure construction will be initially paid for with utility funds; and WHEREAS, water and sewer lines meet Washington State Department of Health stan- dards including minimum water pipe diameter of 8 inches; and WHEREAS, any new water or any sewer connection will be assessed a connection charge that is determined by the infrastructure construction cost and total number of potential connections, and WHEREAS, a SEWER connection charge will be paid at the time of connecting or before final building permit approval for new facilities, and WHEREAS, a WATER connection charge will be paid before final building permit ap- proval, and WHEREAS, total Allentown construction costs have been projected based on the con- struction bid costs for 189 of the approximate 400 total connections, and WHEREAS, Ryan Hill connection costs are based on the construction of new lines to serve the existing 78 homes and 69 potential future connections, and WHEREAS, early connections are desired to recover construction costs and accelerate neighborhood revitalization so that a 10% reduction in connection charges will be offered through January 31, 1998. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHING- TON, HEREBY ORDAIN AS FOLLOWS: Section I. Allentown Phase I Sewer Connection Charges. A. Allentown Phase I homes existing on Septembe° 1, 1996 will be required to con- nect to the sewer and pay associated connection charges if any portion of any building is situated within 250 feet of a sanitary sewer line or lateral and if: 1. septic or health problems are identified by King County Health Department that require repair of the septic tank system, or 2. the home changes ownership, or 3. remodeling occurs adding a bathroom or bedroom. B. Homes north of S. 124th St. on 43rd Ave. S. and on 44th Ave. S. existing on March 1, 1996 are exempt from connection charges as the sewer was constructed as part of the Metro project at no charge to the City or the property owners. 1 • C. Allentown se' ( connection charges by year will br 'ven a 10% reduction for connecting before January 31, 1998 to encourage ear y connections and the base fee of $7,278.00 will be increased $363.90 per year until 2006 in accord with RCW35.92.025: until charge January 31, 1998 $6,550.20 10% reduction January 31, 1999 $7,278.00 Base price January 31, 2000 $7,641.90 January 31, 2001 $8,005.80 January 31, 2002 $8,369.70 January 31, 2003 $8,733.60 January 31, 2004 $9,097.50 January 31, 2005 $9,461 .40 January 31, 2006 $9,825.30 January 31, 2007 $10,189.20 in accord with RCW 35.92.025 where it is capped at $10,189.20. D. Payment methods for Phase I sewer connection charges are: 1. deferring connection fee or subsidizing low income applicants who qualify in accord with CDBG block grant requirements in effect at the time of applica- tion, 2. connection charges for Phase I residences existing September 1, 1996 may pay the sewer connection charge on a time plan with their monthly bills. The monthly payment with an annual interest rate of 5% will be calculated for a 5 -, 7 -, 10 -, 12 -, or 15 -year term. 3. Only existing individual single family applicants are eligible for the payment plans. New homes constructed after September 1, 1996 are required to make full connection charge payment prior to building permit final construction ap- proval for occupancy. Change of ownership requires payment in full of con- nection fees. Remodeling construction is required to pay connection fees prior to issuance of building permit unless home is on the payment plan which may be continued. 4. Monthly payments may be started prior to obtaining a sewer connection permit. 5. Monthly payments may be initiated as a payment method until January 31, 2001 for Phase I. E. Notice of sewer availability and connection requirements shall be placed on titles of properties within the Allentown area with sewer service. Section II. Allentown and Ryan Hill regular water connection charges. A. Existing facilities connected to the water system will nection fee. B. Allentown water connection fees for any new single $198.40 per year: until charge January 31, 1998 $3,968.00 January 31, 1999 $3,968.00 January 31, 2000 $4,166.40 January 31, 2001 $4,364.80 January 31, 2002 $4,563.20 January 31, 2003 $4,761.60 January 31, 2004 $4,960.00 January 31, 2005 $5,158.40 January 31, 2006 $5,356.80 January 31, 2007 $5,555.20 in accord with RCW 35.92.025 where it is capped at $5,555.20. SEWORD5.DOC 10/30/96 2 not be assessed a water con- family connection increase • City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: February 18, 1999 SUBJECT: Dreamcraft Homes - SFR (Lot 12) 12039 46th Avenue Permit Number: D98 -0414 Contact Person: Vickie Martin Phone: (253) 859 -9697 John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 18,1999: Allentown Water Connection Fee $ '3,968.00 + , 40 Allentown Sewer Connection Fee 7 -96- 7, , yQ Access 25.00 Land Altering 92.00 Sanitary Side Sewer 20.00 3/4" Perm. Water Meter 260.00 Storm Drainage 25.00 Total: it;6687O7 122 30, 3 1 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /cs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE December 23, 1198 Dear Kelcie: Kelcie Peterson City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Thank you, Vickie Martin Production Assistant DreamCraft Homes 215 East Meeker Kent, WA 98032 (253) 859 -9697 RECEIVED DEC 24 J998 COMMUNITY DEVELOPMEN Per our telephone conversation yesterday regarding permit application number MI98 -0209, we would like to withdraw this permit. We would like to proceed with permit application D98 -0414 and develop lot 12 individually. Ifyou need any further information please feel free to call. December 12, 1998 Ms. Vickie Martin Dreamcraft Homes 215 East Meeker Kent, Washington 98032 Dear Ms. Martin: SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0414 Dreamcraft Homes S 120 St & 46 Av S - Lot 12 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 4, 1998, was determined to be incomplete. Dreamcraft Homes currently has a pending land altering permit for lots 12 -24 in Allentown (Permit Application Number MI98- 0209). A letter of incomplete application was mailed to you on October 30, 1998, stating that a SEPA checklist was required for that permit application. As of this date we have had no response to that letter. The City cannot process your development permit for construction of a single family residence on lot 12 due to the fact that lot 12 is part of the above - referenced land altering application. Please inform the City of your intentions of permitting so that we will know how to proceed with your applications. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, . ,O • /9- P_-f_e12 5 Cr'L Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0414 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fay (206) 4313665 ACTIVITY NUMBER: D98 -0414 DATE: 12 -24 -98 PROJECT NAME: DREAMCRAFT HOMES Original Plan Submittal XX Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building CZ Public Works JJ5 A U6 2 -i ' DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 - - 99 Complete TUES /THURS ROUTING: Please Route Approved E Approved 1PR•ROUTE.DOC 6/98 PLAN�EVIEW /R ING "SL'IP Fire Prevention Structural Incomplete — Not Applicable ❑ Comments: igt E Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) � 0 PlanrNfig Division xj Permit ColydlnatoP No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -4 -99 Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D98 -0414 DATE: 12 -4 -98 PROJECT NAME: DREAMCRAFT HOMES XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments. \PR•ROUTE.DOC 6/98 C PLA E VIEW /ROUTI an Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 12 - - 98 Incomplete Not A plic ble do fl< ewapP. TUES /THURS ROUTING: Please Route Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 - 5 - 99 Approved ❑ Approved with Conditions _ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions E Not Approved (attach comments) E REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: I 9S PLAN CHECK/PERMIT NUMBER: PROJECT NAME: J (for Icia-P-T I .01Y wT PROJECT ADDRESS: / 63 4V 5 CONTACT PERSON: V 1 ck1 e ✓(){Ct L PHONE( ) 85 I r �� REVISION SUMMARY: ( ,� e r) w u��w/ of Pe( m 1- cz I ' -nom 9 fr d y c lic�..Q - V or? r r � n ir (d( Q - Mr - ob-1 e o ' 10 -1 0-0? - SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bid C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 -Planning Fire baS - 0(4 i y gFCrivFn CITY OF TUKWILA DEC it ima PE CENTER 1RMIT 5��rrq rsDP CITY USE ONLY PublicsWorks 3/19/96 Dear Sir: C City of Tukwila Fire Department Fire Department Review Control #D98 -0414 (511) December 15, 1998 Re: Dreamcraft Homes - 12039 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. Fire hydrants are required as detailed in City Ordinance #1692. 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) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Page number Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fie Chief 2. 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 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) 3. Your street address must be conspicuously posted on.. the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 4. This review limited to speculative tenant space only . special fire permits may be necessary depending on detailed description of intended use. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • ; Fax• (206) 5754439 F625. 057.000 (8197) (.25.052.00018197) Minch And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Y' "•..- REGIST. # EXP. DATE :z' ',CC01'. ::'.7 MJFHOI *092DA 10/01/1999 03/ M J F HOLDINGS INC 215 E MEEKER KENT WA 98032 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # ' EXP. DATE CCO1 MJFHOI *092DA 10/01/1999 EFFECTIVE DATE 03/01/1991 M J F HOLDINGS INC . 215 E MEEKER' KENT WA 98032 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold • p a 3 7T I I mmigt NEW 5' WIDE SIDEWALK. HOLD WEST EDGE AT EL. 10.1 & SLOPE TO EAST AT 2%. f - i 11 _ 8'. PERT. DBL. WALL CPEP �I i •"<",/-- STORM DRAIN PIPE fl 1RANSIDON PiPE COUPLING CMP DM.- 0 RNEH GRADE DOWNSPOUT COIJECIOR LINES P FAgItaR MOUSE ROUTE 10 TEXIMO1B BIDWN AT ti0 tESS 1WW .1Z SLOPE PPE 1M1ERL% SEMI BE READ PVC TOWN PPE MIER 9WL BE PER �1P�S OA710S. BUT CM FOUL CUMMTS SBBIAR 10 1EE CROW 'TRENCH OEM AT RIOKT BOLL BE INSTALLED AT DIE 1E'EBBMIS OF EACH DOWNSPOUT COLLECTOR. 9 I 30XS5• kRDU t. W smcm z� 6 !LOT 22 START BISTAlLR10N OF 720 LF OF cUMFF TRENCH. Bisvu. amours AT LOCATIONS x9• . 3i0WN. SEE DETAB. ABOVE ' e x9 I I I i I � I � I I 12' MiN. SIDE VIEW 18` SPOT WELD BARS TO AT LEAST 2 CORRUGATIONS OF CMP (TIP.) THAT PORTION OP THE 1/4, SR 1/4, SECTION 10 TOWNSHip 23 NORTH, RANGE 4 EAST, W.M. 3/40 SMOOTH BARS (TIP.) CLEAN -OUT CAP OR PLUG SHALL HAVE MINIMUM COVER TOPSOIL DEPTH OF 12 OR DRAIN ROCK SHALL EXTEND TO FINISH GRADE. PLUG OR CAP 45' BEND UNDISTURBED EARTH / /' I 1/2' DRAIN ROCK, WRAPPED WITH FILTER '' � l r F , -r 8 FABRIC. PROVIDE 4- ,DEPTH BELOW PIPE AND DEPTH ABOVE PIPE. / LAY PIPE IN CENTER ,' I* I OF 18 MINIMUM TRENCH WIDTH. PIPE / 4n/ 4 , ,' / , CITY APPROVED EQUAL RANCOR HI -Q, OR / / .,,,A; CUTOFF TRENCH /CLEAN -OUT DETAIL 50/ NOT TO SOME 7b IF 17� RCP if tY� RCP �, 7.4t J3 lF fY1 RCP 21 / RS 7.77 7 17 IE �. � Ti!�lI3 u �act.W - I ►'� . 15/5 .1 t ►te Rte � . _ - _ -- - - -- � i4- < i 4 ?i' - •- ,Arr� $..iiY 4i ..a- --- -- -� vi i �r � ■ ±�.Fr ii r� P NMati... a�lir�tle �y�� ►+�I�tlllir•� - -- ■ � � �� w L ' r I e =- min 1�5, ( ' i !i i ' . Ii ---1 4/ FRONT VIEW MP.) DEBRIS BARRIER (TRASH RACK)(TYP.) NOT T 725E FT. OF 5 Fr. WIDE. 4' THICK CONCRETE I SLDEWA OLD IX H WFSr EDGTHE E AT +.1 ELEYATiON. i 1 � SLOPE WAU( AT EASE D 10 ERIW AY `9 i AVMS ENTRANCES SHALL HAVE N TEE SB nore. CONSTRUCTION METHODS' MD I MA1ENALS MALL COMPLY WITH THE QTY OF TUMID. INFAASTRUCNRE DESIGN AND CONSTRUCTION SUNWARDS FOR STREETS. RETURNS MD �( ) CULVERTS SLOPE CULVERTS TO SOULN • M.0014 FT/FT. 46TH- 1 �� dVE. SO. (SECOND AVE.) AV dE.) ' - - . - � -- - - -- .EXIST Et '--- 1-- -__ 18 k"` META ORP �' POINT FROM PROP E R LY TO WEST. , I � I I I - -! - -i i 760. 44TH AVENUE SOUTH / / ' / i i / / / / / / 10 - _t0 4) 11 LEN 36 li 1Yi RCP 1 RCP SO0'00'00 "E 116.09. N00 i LIRR ENGINEERING r = 60' N DATE: '7/4,10/10/97,2 /3,2/18/ DRAWN : :,: RKR CHECKED 'AKR FILE NAME: C: \CURREN'i\MEADOW8 •SEED WiTH WATER TOLERABLE HYDROSEED MIX. 1 2 MINT �� , VARIES, 6' MIN. FLOOD RELIEF SWALE . NOT TO SCALE D8 No. I; I DATE 1' MIN I` VARIES, 6" MINIMUM DETAIL � DETAIL DRAINAGE SYSTEM INFORMATION CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS LTH EXISTING UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE i'IFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY OWNER OF CONFLICTS ENCOUNTERED. DRAINAGE SYSTEM. CATCH BASINS, FRAMES. GRATES, MATERIALS AND INSTALLATION (METHODS SHALL COMPLY WITH COY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. CATCH BASIN #1 (iYPE 1) RIM EL 9.0 E. IE 7.3 12' PVC S. IE 7.9 4 PVC W. IE 7.3 12' CMP (3LF W/ TRASH RACK, SEE DETAIL) N. IE 7.3 6 PERF. CPEP (DBL WALL, SMOOTH INT.) - REVISION NOTE: TOPOGRAPHIC AND BOUNDARY SURVEYS FOR THIS SITE WERE COMPLETED BY CRONES & ASSOCIATES, LAND) SURVEYORS. HORIZ. DATUM ASSUMED. VERTICAL DATUM NGVD '29. -_ 13.0 11.0 9.0 7.0 5.0 0.00 EXIST. 80 DI WATER MAIN. 3 Fi. COVER. ALIGNMENT VARIES. DATE PREPARED: FEBRUARY 18, 1997 APP "D J O P. .LOB NUMBER 97-27 CLIENT N0.: 97 -27 SITE PLAN INFORMATION EXISTING USE: PROPOSED USE SITE AREA BUILDING AREA: PAVED AREA GRAVEL AREA: COVERAGE: LANDSCAPING: 20.0 40.0 EXIST. 80 PVC SANITARY SEWER, LINE & GRADE VARY. VICINITY MAP 100 YR FLOOD ELEV.: +10.39 NGVD FLOOD STORAGE EXISTING ADDITIONAL REQUIRED ADDITIONAL PROVIDED BUILDING, FINISHED FLOOR: BUILDING HEIGHT: 60 00 AT LOT 11 THE EXISTING UTILITY POLE LOCATION MAY REQUIRE A CULVERT TO MAINTAIN ADEQUATE COVER. CONTACT UTILITY FOR THEIR REVIEW PRIOR TO EXCAVATION OF DITCH IN THIS AREA. 1i I 2 MI I � --- � VARIES, 1' MIN. L it VARIES I 5' MIN. MIN. VARIES, 6' MiN. TYPICAL FRONTAGE IMPROVEMENT SECTION SCALE: 1" = 10' 4 7plaVa= 80 00 SINGLE FAMILY RESIDENTIAL & VACANT LAND SINGLE FAMILY RESIDENTIAL (SFR) 5.291 ACRES TYPICAL SFR BLDG. FOOTPRINT 1,050 S.F. TOTAL BUILDING 37,330± SF. (INCL 2,780± SF. EXIST. SFR'S TO REMAIN) 8,820 SF 27,200 SF ADDITIONAL APPROX. 30% BY HOMEOWNERS 97,000 ± CUBIC FEET 43,123 ± CU. FT. 43,120 ± CU. FT. ELEVATION VARIES. +11.4 MINIMUM 35' -O' MAXIMUM 'N(6 BLA L96 -007 GRADING & DRAINAGE OWNER: KLINKER CORP. P.O.BOX 2668 KIRKLAND, WA. 98083 (425) 820 -9006 ENGINEER: Ronald K. Riach, P.E., d.b.d. JRR Engineering 16030 52ND Ave. W., Edmonds, WA. 98026 (206) 745 -1766, FAX 742 -5221 SHEET OF 2 si-ws 16.00 a DATUM ELEV 10.00 4.00 0.00 100.00 GROUP LOTS 4-24 SECTION 6 22.00 ,7__- _ DATUM ELEV 10.00 4.00 GROUP LOTS 4-24 SECTION 7 16.00 DATUM ELEV 10.00 1 4.00 0.00 GROUP LOTS 4-24 SECTION 8 16.00 DATUM ELEV 10.00 4.00 0.00 GROUP LOTS 4-24 SECTION 9 16.00 DATUM ELEV 4.00 0.00 GROUP LOTS 4-24 SECT= ID DATUM ELEV 4.00 0.00 GROUP LOTS 25/26 SECTION 1 DATUM Ell 4.00 0 GROUP LOTS 25/26 SECTION 3 DATUM ELEV 4.00 0 GROUP LOTS 25/26 SECTION 5 0.03 40.00 I 40 i .90 0� oo 40.00 40.00 80.00 80.00 100.00 100.00 100.00 1 00 .00 80.00 120.00 DATUM ELEV . - - --- 4.00 0.00 40.00 e0.00 120.00 GROUP LOTS 25/26 SECTION 2 120.00 DATUM ELEV . j - -. 4. DD o.00 GROUP LOTS 25/26 SECTION 4 120.00 120.00 =STING STORAGE VOLUME FOR LOTS 25/28 = 7,987 CU.FT. PROPOSED STORAGE VOLUME FOR LOTS 25/28 = 12,200 CU.FT. 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 200.00 300.00 16.00 DATUM ELEV 10.00 4.00 GROUP LOTS 1 - 3 SECTION 11 0.00 16.00 DATUM ELEV 00 4.00 0.00 GROUP LOTS 1 - 3 SECTION 12 16.00 DATUM ELEV 10.00 4.00 0.00 GROUP LOTS 1 - 3 SECTION 13 400.00 400.00 400.00 400.00 EXISTING STORAGE VOLUME FOR LOTS 4 -24 = 83,100 CU.FT. PROPOSED STORAGE VOLUME FOR LO1' 4 -24 = 95,510 CU.FT. JRR ENGINEERING SCALE 1" = 30'(VERT. & HORIZ.) DATE 7/24/97 DRAWN: RKR CHECKED: RKR FILE NAME C: \CURRENi\MEADOW5 500.00 500.00 500.00 500.00 400.00 500.00 -- I 100.00 1 200.00 100.00 200.00 100.00 EXISTING STORAGE VOLUME FOR LOTS 1 -3 = 5,960 CU.FT. PROPOSED STORAGE VOLUME FOR LOTS 1 -3 = +2 19,2( G N 200.00 r0 % o /17 ' Reins towS J.b00Es5 r :t'Y OF To • W LA tin NAGf COW' E. FNS. DAZE REVISION DATE PREPARED: JULY 24, 1997 600.00 600.00 600.00 600.00 600.00 700.00 800.00 `ek APP'D .108 8068 R 97 - 27 OMIT NE. 97 -27 700 00 700.00 800.00 700.00 700.00 800.00 800.00 800.00 DC& Dt-Wic GI CGS /13A- BLA L96 -007 CONCEPTUAL GRADING OWNER: KLINKER CORP. P.O.BOX 2668 KIRKLAND, WA. 98083 (425) 820 -6006 ENGINEER: Ronald K. Riach, P.E., d.b.d. JRR Engineering 16030 52ND Ave. W., Edmonds, WA. 98026 (206) 745 -1766, FAX 742 -5221 SHEET 2 or 2 SHEETS - BELLEVUE COPY CENIEWABOBBB n ELETATIOS: I. ALL IIIEITIOIS al ills 'OHIO EIRE KEA CIEUE1111111E4010. :I IS IIE COITIACTOISIESTOSIIILITTIODEITFYitt J1poft PI TOIL Arnim DO JOT ISE I SCALE TO in 1111EISIOISI CALL IDE HICITECT. 1. Man TO it Ali. PI' inn III HOOCH If ION STIPCIIIE.11111111 II 1 4 ; nicot 5, Punic SAFETI MST II ILL EUESS 1001, StIIIN SVIISIN JOOlS loft 100U, SHOOS OH IITI YITIII 11 ' TEITICALLI OF 11.11411 OK ill FTIEI NIELS IN LICESS OF. S.F. AO LESS TJuJr OF THE R001. • , . 4. Ilon sills I' GIADE • TTPIfH S. AEFU TO hunt FOI tEll in SIDE TILL EOSIN TIIITHEI, A. Viten PUS, IS IOTtl OM FUN 'LIES. ALE GIOFT SIIICILT AS AP/101101T SIUS. kft1 TO Omen* ei anti FOl !Irwin JO tliniurnii AO IRE SITCOM SITU TO IC 111111.1.0. HMOS MEI II IOUS' AIE TO MT ti.t..- z40.4 inintairs, Tr; 0 RFizs-R ELEVATIOH I t r- 60 I Or Ea It NI- . ELEvArict\I Tsfe SEPARATE PERMIT RE UIRED FOR: MECHANICAL ELECTRICAL PLUMBING GAS PIPING 'TY OF TUKWILA JILDING DIVISION 2. VE4:1 -,. I understand that the Plan Check approvals are subiect to errors and omissions and approval of plans does not authorize the violation of arty adopted code Or ordinance. Receipt of con- octor's copy of approved plans acknovvledged. C.OiJ17 Mill-1 6. )1'. A LDP.. - -1).44 1.-6 coR.KIR. lit II 7 By Date PL fl 1 d '41. 6. FF TW' RECEIVED CITY OF TUKWILA 0 4 lege • - 4 PERMIT CENTER C:4 H („,..,) 1 ,......i ......4 4 ,? , CI) .... I . I 11 44 ; ,.. i : .t) d..I In r'414) g' 1 g w .ati t\I ;"; Tu o a) 4 " 4' 7 co ,E'.I at .., In ,...., 0. 0 r II al' >'. aZ IL'. e . F.- 0 C . - r ' " II , Date 2 - 2.8 7,1 2. Job No. - 92.. 0 1 , Drawn L Kit? Ap roved ' 6ELEEYUE COPT CENTER 149668 =0 N N 7 HPAWD 22 2rI Ib IstArz■lL, IJAIL I4PA HD22 u L � 6E z I '1- to :f) UrlgKCAV4: rEp 61- g' III U 0 I 'I' - 1o" , - 1 K _i_ 1 z-) EL4 le4454.1' gr.& wAY _ I ¢ 1 2x10, j6 „DC, yl� r _ � 9x4 f &T -- -_— I _ .- �1,' Y _:_ N c... -fit° X 3D "x I O" BLK a 1 .E'FlP I oft 1J ST i-1 ID ci =vKk F P I'VE HPA41D BrAr'luy's I,IM.L Air.-”( SEE 4fr Ep Ml . CL ez)T. <TY P) L)1 Ib NF2 Z ,do 4 ,, car- `.. *• 4 I` -e FOUNDATION PLAN. 1, ALL DINENSIONS ON THIS DRAM; HATE IEEA CHECEEI Ali i(CH(CEEi. 11 IS THE CONTRACTORS RESPORSiIILI1T TO VERIFY All DiNENSIONS Ali THEIR ACCURACY, DO tot USE A SCALE FOR ART i1RENS1OE CALL THE ARCHITECT. 2. CRLWUSPACE: PROVIDE & Nit Y,1, IAPPEI igt..Lo_Jc 12' AI EACH JOINT AND MENDED TO FOUNDATION WAILS PROTILE 11' 111, CLEARANCE UN1ER FLOOR ,MISTS, 12' NIL CLEARANCE UNDEN 6IRIEt 1EANS, I. IiTERNEDIATE FOOTmm6 toast Lf. 4 Fit POSTS 0834:0301 12° TRICE CONCRETE PADS WITH SINPS01 10P AND LASE CAPS WITH 4 xlo_ 1,f, 2. 6111ER iE100 - TYPICAL, All F001iLGS TO IEAII Ot UADiSTURIE) SOiL, 4, FOU611101 YENTiLITION: PROVIDE 4 SQUARE FEET FON 8 . KITS AS SHOWN 01 POI, TYPICAL CRAWLSPICE LEAi SITE 1' 1 16'. 5, 1MPORTANI!!!! DO NOT LOCAiE CRAWISPACE LENTS UNDEN 11TER11 PANELS, 6. CRAWLSPACE ACCESS 11' 1 21' NIA, 1. DOUR( FLOOR JOISTS URDEt All WRING PARTITIONS TYPICAL. 8, GARAGE SLAT ON 6NADE, 4' CONCRETE SILL VIiI YIN (AT 0E0010E0) OVER 4' CHUM FiLL: SLOPE S1A1 10 GARAGE DOORS 1' TYPICAL: 9, COLTRACTOL TO P100IDE LATERAL RESTRAINT PANELS AS REOUIREA II CODE AID AS IOSICAIEI 01 DRAWINGS. SEE S - 7 FOR TYPICAL CONSTMUCCIO' WAILS, ID. 5 b.ke1C Mill & .1L'. MIX C- rAt.I P,cF '728 s. F- "72ar150 -1.85 o.F VENT RECEIVED CITY OF TUKwILA PERMIT CENTER c O L z u cn WW u HU r= 'clip )� cn c o N pops ( ft 0 = �( t>Q QZ to 0, 2 A ( • ° a �co 2 fV? 3--, o r d N t� MM W 0 1 0 0) N C OC FO U NI PA 1 v iv Date 2- 29, -92 Job No. 12 - ( Drawn 14C) Approved Sheet 2 i MARK SHEATHING FASTENER SPACING $TALL EDGES TOP AND BOTTOM PLATE NAILING/OR ANCHOR BOLTS FRAMING AI:CHOPS ALLOWABLE SHEAR NOTES • ® 7116" MIN APA RATED SHEATHING 8d a 8' OC OR 16 GA 0 6' OC 18d a 6' OC OR 1/2' A B 2 4' OC A34 0 16' OC 200 PLF • ® 12' GWB BOTH SIDES 5d COOLER OR GWB a roc 18d 0 6' OC OR 1/rAB ft4'OC A94 0 18° O 200 PLF . 3D 1/2' GW8 ONE SIDE Sd COOLER OR WALLBOARD 0 r OC 18d 0 1r OC OR 1/r A.B. 0 4' OC A34 ,a 24' OC 100 PLF 7 /16' MIN APA c RATED SHEATHING Bd0rOC OR 15 GA 0 5 16d06'OC OR 1/2° A.B. 4.00 A34 0 16' OC 240 PLF 7/16• MIN APA RATED ® SHEATHING Bd 0) 4' O C. OR 15 GA 0 3 1/2' OC 2- 18d e Y O C. OR 1/r A B. 0 T O. A95 0 12' O. 0 353 PLF 1, 2 7/18" MIN APA RATED SHEATHING adore C. OR 15 GA 0 2 1t2 O.C. 2- 164 a 6' OC. OR 1/r AB 0 Z.O.C. A3S 0 1r O C 451 PLF 1, 2 7t SAME AS 4 WITH CONTINUOUS HEADER TO CORNER R > SAME AS 1 WITH (2) PAH042 HOLD DOWNS PER PANEL NOTES 1 6LOCK ALL HORIZONTAL ' EDGES WITH 2X BLOCKING • 2 WT-iEN SHEARWALL IS 24' OR LESS IN LENGTH, REFER TO MINIMIN LATERAL RESTRAINT PANEL DETAILS • BELLEVUE COPY CENTER 146666 0 _ I r4 N _ 14 0 V) 0 Inn c.ti NI STE P .K 2gQ'p. d'j cOLIWTKY KITCH M1.11 I o -o 2Nce tT - 13" 1 FAM ( L.Y > F I O I 11 i-r -CS °PEAT RAIL. 4." Cow cot1C. �T�P 6 6 : r .C.L. art. 1L Tot Term 2•.IO, 1` o HFt A0A'/ N' 34 -0 ,1 J 2- . 5 _" '9 O Is, d I �. I}. . 3`�e xl °��e 20 1= Z400 r _ to.0 20 14-2 HDa TO C.Dt2nIER LIVING KM1 2,d0 , IC' NFZ AVovP .- FLIkN Con1Ttn1uou5 E FIRST ELOOK GAO rI L.evh R 7 CLP_aRAI !~' P�rT. HF►Urr fA rs1 (Tyro 'T off 12 - 1,1 Om ALL ExrERLoR 11VALLs FIRST FLOOR PLAN: I. All DIRENSIONS ON THIS DRA% AG HAYS KEEN I C CHECKED AND RECHECKED. IT i.` INE i CON1RACTORS RESPONStItLITY T': VERIFY All ; DIMENSIONS AND THEIR ACCUTACr, Do NOT 11 USE A SCALE FOR ANY DINENSING CALL TIE ARCHITECT, 1. EXTERIOR PALL CORSTRUCTION: AT _AG__ 0.C,-TYPICAL, ",KIESS I0TE1 OTHERWISE, NOTE IF 1 14 EXTERIOR VAIL CONSIRUCTIOR IS INSTALLER, i'nOYT1E R MATT (ISOLATION R IRSUTAT;RG SHEAVING, 3. INTERIOR WALL CONSTRUCTION: 21 4 STUDS AT 16' O.C, TYPICAL, UNLESS RATED OTHERWISE, 4, DOUBLE FLOOR JOISTS ORDER All SEARING WALLS - TYPICAL. 3, TYPICAL HEADER SEAN TO 1E' 0OF1 2 , UNLESS 1101E1 OIHEIVISE. 6, WINDOW HEADS TO 1E AT 4o'- a'AIOVE FINISHED FMB - TYPICAL, UNLESS ROSE) OTHERVIS €, 1. ALL STORAGE ANT SPICES HIDER STAIRWAYS TO 1E FIIISRE) VIII VI' lY ?E - ° 1' 6,Y,1, - TYPICAL. I, CRAVISPACE ACCESS; 11 1 11' MI, 9, FURNACES LOCATE) V11H11 TNT GARAGE SHALL SE ►RSTALLER 61TH TN'' PILOTS AN) TURRETS 01 NEATIRG EUVEITS AND SWITCHES AT LEAST II A)OYE IHE FLOON LEVEL (NININUN ITU IATIRG A: REQUIRES). IN. WATER HEATH PEA AMA 01 01 EQUAL. - rif -YL) TUY+MIO i ( vr. Tow.. II, FIRE PROTECTION: PROVIDE •1- LAYER 5/I' TYPE '1' G.Y.I. AT All VARY dERTICAt SURFACES (TO ROOF SHEATIN6 AS REQUIRED), - STAYED AT All YARN HORIZONTAL SURFACES All - 1' LAVER VIP OR ALL STRUCTURAL REARS Hi rVATS. - I- LAYES II ADJACENT GARAGE ARP STORAGE • UNDER STAIRS,(z) LAY . -tts t2 . HT�Z. Pt✓t M I Y S 11, UT IS 9 SMOV TA f: FIREDLOCE !LIKEN STUDS, - UNIT SHOVER FLOW TO 2.5 6.P.A, WATERPROOF PALLS TO All. 10' AIOME TEAT) ISLET, - ALL ELATIIG IRCLU1IRG YTIDOYS YITMTR 10' OF IIAIR ISLET SNAIL It SAFETY GLA. - WME APPLICA)LE.(OI EXTERIOR PALLS) IMSULATE IBM TU1/ SHOVR PARIITIOMS AI) CORKERS. ITSTAIL 4 NIL. PLY VAPOR )ARRIER.� II. PROVIDE 6 OUTSIDE All DUC1E1 TO THE FIRMA OF FIREPLACES All 001 STOVES. PROY(1E TIGHT FITTING 10015 AID A TIGHT FITTING IARPERS, 14, PROVIDE 4 1 4 POST ( SCUD (DUAL) UNDER AIL IOW (� 1 6 UNDER ALL REAR SPLICES), SHIER MCI SUPPORTIRG FLOORS, CIT y R gg E iveo PERMIT CEIV7� Date 2- 2B - 'IL Job No. 92 -017 Drawn KR Approved Sheet 3 Of ' i 6ELCEVUE COPY C 10111 tlSgOi S Ai FixEP 1 iaeRri 2, OPMN To f0_ on IL O 0 SECOND Fi-^oR I I OV 6'9. sl� U) it 24'- 2 13 6 2 _0 I lbv 5.P. �V hair �d4 - •°t � K„- b1.t, r•T 5 ' -a" LIF) 4° f3. Uhf t ir1Af..5TR powiI Mn f'AlI Yro 419 4 - .K �!s FAIT fa �I TU I I E oxitJcv 0 11 _� vt 0 0 r D t'lotE ALL EXTER I 0 R WALLS - oc-[ O etCQHO FLOOR PLAN: . 1. ALL DIMENSIONS ON THIS DRAWING HAVE LEER CHECKED AID RECHECKEII. IT IS THE CONTRACTORS RESPONSIIfLITY 10 VERIFY Atl IIMEISIOIS ANI THEII ACCURACY. 00 ROT , CALL TAT USE A SCALE FOR ADY Ilnca�rv.� �.« < ARCHITECT, l ALL TUDS AID SHORE! STALLS: - FIREILOCK HIKER STUDS. - LIMIT SHOWER FLOW TO - 3 - 6,P.4. WATERPROOF WALLS TO MIN. 70' AIOYE DRAIN INLET. - All GLAZING 1ICLUDTNE WINDOWS WITHIN 10' OF DRAIN INLET SHALL DE SAFEIT GLASS, • INCULATE BEHIND TUI /SHOVER PARTITIONS AND CORNERS. INSTALL 4 NIL. POLY TAPOV !AIRIER. 5. EITERIOR VALI CONSTRUCTION: 1 I . STUDS Al 1 (o O.C. - TYPICAL CVLESS 101E1 'OTHERWISE. NOTE: IF 111 4 EIIERIOR VAIL CONSTRUCTION IS WW 1, PROVIDE R IATT INSULATION AND R INSULATING SHEATIAG. 4, INTERIOR WALL CONSTRUCTION: 1 1 4 STUBS AT 16' O,C. - TYPICAL UNLESS NOTED OTHERWISE. 5. DOODLE FLOOR JOISTS UNDER ALI TEARING PARTIT10R YAMS - TYPICAL. 6. TYPICAL HEADER DEAN TO TEN! °DF► 2 UNLESS NOTED OTHERWISE, 1. VINOOV HEADS 10 IT AT I -a.'AIOYE FINISHED FLOOR - TYPICAL UNLESS NOTED OTHERWISE. 1, All STORAGE AND SPACES UNDER STAIRWAYS 10 II FINISHER VITA 5f6 " ;IP( - 'A' 6,V.I. - TYPICAL. 9. ATTIC ACCESS: 11' M 30' MIN. WITH MIA, 30' HEAD CLEARANCE. 10. PROVIDE 4 N 4 POST (OR STUD EOUAL) UNDER All DEANS Ti 1 UNDER All DEAN SPLICES). SOLID (LOCK SUPPORTING FLOOR. CI7y gFET� o P ERMIT C ENTER C 0 Date 2- 2 .5 - ;b No. qz . 017 Drawn KD Approved Sheet 4 Of gauss mom r4 I rArti rz):i r X -r k -"MI tcl .4■15ct*/ -.) 1 I i I . 1 1 • I rw.1 r,,,,,,_14ZCI • 't-r ' f6K ` i — PATI All r t::- i:f 1.1.:Lig Si- t..t.46 i441. 4xtr, .12t AMOR 40116,..011buhd/011* grioak Re6 GAlt 54)( 6r-tAS WEIMM. 6rt- ( oA LtYY• 6 0 6f-CcALT7 FLOOR, ' C-kAti 1 kr'6,— Crry OF TUKWILA n:7 PEr3 CENT UI IL C 4 it; 61 FLI?. Date 2- - L. Job Na Drawn IC Approved Sheet away m. Ar 1E N. 14.641 RI Yg "= p' -I TIC !✓lill.p — ROOF p�a.N II I 1 11 I II an In ac F 2 0 F 0 U 4 aO1-itQ11 Id s t I U_ 7. GARI�rI NC> tl�f� 1 I q E 4 IUST VENT I I I_ - t R I _ !I I Oc; 1 I 1 I I II . 6" EXHAUST L -J I - IT " o. If. TNkoU -IIoUY I — –� I 1.1ALL a IC;TJ I !_ I� { <✓Y rtgtJ o\/ HA J& 12 (TYF'' ROOF PLAN 1. ALI DIMENSIONS 01 THIS IIAVII6 HATE TEEN CHECYEI All At6Nt6LIA. IT IS THE CONTRACTORS RESPOISilILIET TO PERTH ILL 1INENSIOIS All 11(11 ACCURACY, BO TOT USE I SCALE FOR ANT INCISION: CALL THE ARCHITECT, 1, PRE ROOF 1RUSS0: - SHALL CARRY MANUFACTURERS STAMP. - SHALL 1E IISIALLEI AND IRACEI IS PER MANUFACTURERS SPECS, ENCIREER116 IITI RH 1(1A11S SHALL 10 APPROYEI DY THE 111111116 OFFICIALS REFORE ANY FIELI CUTS OR TRUSS ALTERATIONS. - SHALL HAVE DES16R WAILS ANI IRAWINOS 01 SITE FOR FI11116 IISPECTION, 3. ROOF VENTILATION REOUIRENEITST - 1 I YEIT SOCKING SHAH HATE FOUR - 2 HOLES AT 1' O,C, VITI CORROSIDI RE05T01 MIRE IETAL MEIN PITH 0111110 OF IA' 11 111E15101 - TYPICAL, UIIESS NOTED OIHEIVISF,, (� VEI11111101 SCHEDULE: l RODF Ban IP1101 NURSER OF ROOF VEIT Z C) CIO (LOCATION) VENT ILO. SO,FI, F-W REDDIaEI • .� (-) 2 " FL. II 2.83 Pc.;-4•4 1'T Fl_ 4 I I W GAR. 2.3 0 .� ' c ) 4. TYPICAL HEADER REAR TO RE 4: 7. D.F. 12, UREESS 101E1 OIKERAISE, 1 5, TYPICAL ROOF OVERHANG TO RE 12 RICHES. 1 m UIIESS 101E1 OTHERWISE, Cl ® 4 Q E. CROSS HITCHER AREAS OR ROOF PLAN I I 0 9 N 4 Z IRDICATE OVERFRANII6, 2 1 I'S Al 24' u.A 61 0.C. - TYPICAL. Z {A � ▪ 41 z o t > co 26 GV a (D -; V .. � 0 O�. et :Ai ▪ O Yu o N C7 fr CST y °._r .9 ERMIr CE NTER a© Date z- 2, — 92 Job No. 12.0 17 Drawn App-roved Sheet Of k D r J w ry 1 i ilYSJE COPY CENTER uoca$ -_ 2x4 TOP PLATE HEADER / f .AF'A RATED 514EATNING 3/8" MIN. 2410 EXP.,i (2) , STUDS. NAIL SI-IEATI- IINGTO EACI-I STUD NAIL 5IEATi -LING TO I- LEADER •3 ".O.C. E.W. SIMPSON 14PAI -ID22 - U•1,1.0 4 FCAA.P$ f. • LATERAL .- RESTRAINT PANEL ya' CLR. 1• II It II 11 N 24" 16 GAUGE STAPLES OR /--e PENNEY NAILS • 3" O.0 ALL PLATES, HEADERS AND STUDS. (2) 2x4 BLOCKING • ANY PLYWOOD JOINTS. iL_c ° =6a�J1 u II It (2) 2x PLATE NAIL .SNEATI -IING TO EAGN PLATE (3) 2x PLATE • I + ib' WIDE PANELS. I F • •i;_i, ` 1 /2 "cIIa. ANCHOR BOLTS Ti • " • l" MIN. EMBEDMENT • STRAP 1- IOLOOWNS OPT LONAt._LOGA:!LON R--1• 2x4. z4 "dc. "Kit I 2x4, l eo.c. Ni: rYP F3 DKr l # 3 Z K ID I L t4fZ w{/2x3 Bt1PC..iF1& t:)S1 915 IUILDIWS SECIION; I. ALL DIMENSIONS ON THIS IRAV!C` HAVE JEER CHECKED AIR RECHECKED, 11 IS THE CONTRACTORS RESPONSII!LITT TO VERIFY ALL IINENSIONS All THEIR ACCURACY. DO NOT USE A SCALE FOR Ali DIRE*sio : CALL THE ARCHITECT, I. INSULATION REOUIRENRTS ARE AS ITLLOYSI CEILING R - ;8 WAILS - R __ OR R /it INSULATING SHEATHTRG, STRUCTURAL SHEATHING AND THERMAL SHEATHING REOUTRENERTS SFALL IOTA IE NET II THEIR EITTRET' VALLS IEIOY GRADE - R lc INSULATED OR THE IITERIO4. RIGID R IF INSULATE' DI T "E EITERIOR, Floors - Sills - R RIM (AT f.IIMETERI 1, AIR SPACE NOISY - PROVIDE 1 AIR SPACE MOVE CEILING MULATTO!, - WHERE EAYE VENTS ARE IISTALLFD, PROVIDE UAFFEIING OF THE VEIT OPENIRS TO DEFLECT THE TICONTIG AIR AITHE THE INSULATION. A. ENERGY CODE CALCULATIONS: HAIN FLOOR GLASS AREA SECOND FLOOR GLASS AREA SKYLIGHT GLASS AREA_II OTHER GLASS AREAS 1014 MSS (DIRTIED IV TOTAL HEATED FINISHED FLOOR AREA) 6EASS TO FLOOR AREA I CI ryROFF�UKbyI� a PERMIT CENTER 16 1 91sT 0 255 Z � 4C,Q .1 III. (W,S,E.C. CHAP, 6 ALLOYS _21_1 Of I Date 2 - za -1Z_ Job No. _` z -- 017 Drawn 141 Approved Sheet 4tELt* Itjf COPY ' CE$1Et?f4i4$$ • AU. FJAI3LE 1.000 Wig,.+' ' MN P0 551J1c1f � Cott -' 7 IA L A.B HT 1YPICA.. F 1 'b t-1ALL C6AfZ a J Ho IJS� r1 7 P *A' 1 1'PiGA— 1.aALL f _____ l i t-ftst-1 41t3a46 15. {Mist S1-10. • lit, a cvx t. 1J • t14, STUDS 9 t �o' ,2 G I • Pc' 11 . Ir%Ul.. (HIM 11 Ly I 11 $' 5 FL eb et r I . tal�Ul� s P6r c"9 • Fa 1 i GAL I�! -GYM lc. eAN'f i L WZ A'f r• 1L01 •x+ rr 4lLt..• i /r)'+ (.0 • Ftt-11sH1•D F L.00F u otv = NAIL to Ic z$ '1"4 (ur -tir l rio -fto • P.•i'i r6. IriWUL. t 4. Z f El: gl L-L- Y 4 lo A.15. 69 4 °,p'f a.G. iz rPtiti 1 4tL.L 61 EMr56D •1 MIN. is) rill. r o v e, + �! iw 1C1G « r .H :D Tb o�ra r&req.: z.#4 11 ?oar' 1 l 'it'; 1S t Q.G. . I'H D 1.lAi-1•• ATM 4!tI5r 4. I GDV 0. : gf OLI - t ivrvt or r Inc" 4 -fD 41.11:Spe -f0 I1 rH 4 Ir .sueFLCL'arz GLUE v NAIL, Z IS'1g PER PLAN tit F3LOCKat Prr'Vipo first-nvr GL -iH T1oH - To tri-sUpw F5EAI'1 *fi COLUMN i°t66lri•t IJPL.It`t .... PEA l`N D PLAr4 { Ari�.r bF� COL. -to I rtrEFt AFelfiG 'SIJPFt,I Le 1L0 P I6AI -- - PIH1514410N • • 1s +r4 • Y. o d: SN6�t { tars • Lib slum ®t6,'O.G • x °111 F. 1r%LJL.(HIM • 1/2. 644, Et • A1-1- 0FJAI3L,E L 1.000 Firs °• VEri • wriCAerre IV re 4iNa te- L e.--e•••0 t°=1 ° et tAYg • MIN. l t&11 td2• tat••ulo I'1- SSL11el r - so P4c 4F- F 601L°' L'HG. lm FtVYINc, 'Foie- PLAN KEYED NOTES �1) ROOF FRAMING AS PER ROOF FRAMING PLANS. (i) 1/2" CDX SHEATHING, NAIL W/ 8d v e 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: APPLIED 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). O R- 3O FG. INSUL. (TYPICAL FOR CEILING). TIP e t roletir t g5 W F01- 1/2" G.W.B. 2- 2 X _4 PLATES (LAP SPLICES @ 48 "). • r1NI`3Heb Floate• • 'Au -(JG Pbi'Jc�D 6U LV- 61.11`1; * NAlt -E'D • Zie 14 3'I - r . (uI -ti..r Nio-ft OtH 114. • K-•19 r<� • I ► 1-..9� 1 t•t . P.•'' 'ILL. VL • loft A.I. C3 •4',D� OG. • l 2 I`FOh1 4I .L. 61-117s `ormetED II MIN. (o MIL. Fb! Y. VAPor. MAK-( 16fa kr'1, HED Tb NUb' II-L- i I•tb 2 .04 DTI rtc I *"q -f c z QG. VEier 1'1' D WALL- ' AA p.- &i5 G 40 GcVe e': ,. l.LA - 7 !d rDfr ✓ter Pig.' '- {-' , TD Dt.rr iI2i= 0 '"1' (PII.AL • }-01-1.' 4 „.. 4 p, 1 1., 0 1 4 X 10 D.F. *2, WHERE REQ'D. (FOR WINDOWS & DOORS). 1/2" G.W.B.; ON 2 X.t g _ STUDS @ 16. O.C.; EXTERIOR SHEATHED W/ 1/2" CDX PLYWOOD (NAIL W/ 6d @ 6" 0.C.(EDGE) & 12" O.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. 80 R- to eFG. INSULATION (TYPICAL FOR EXT. WALLS). Q 2 X 4 PLATE. 10 SUBFLOOR: 3/4" CDX GLUED & NAILED W/ 8d @ 6" O.C. (EDGE), 8d @ 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X te, RIM JOIST AT PERIMETER. R- jq FG. INSULATION (TYPICAL FOR FIRST FLOOR). SIDING AS PER ELEVATION, ON 15* FELT (AS PER U.B.C. 1707 [a)). RJ u!-Arrio w/ i °' l J. A ie - .' k1/4W. °I Vv ! L. L 4.1 c:; ' 7 c` ' I OF rukwi� Date Job No. Drawn Approved Sheet Of cc 4Z i i M>•L 6.urr LEVU( COPY cEHtEB 44614* zY 6 -4N> 'Frill tgW6D tea9Pit -tc' • FeL1 • Y GPK f swosrrHING I x f IA -- vs-H - ' 1SLCCK -tNfi> 'HALL HAVE 4 =ZZ C). 14 l.. B 4 n a,G. INS/ Or-F#10t i rE - rAt-rr WIF'W MT't.. (iEsH 1 CPer , 11 ' t1At�ts "f`i'r".' II I 41 /- ._... Iss ir Tour V Nit 411 ue V }'I• frAHU'° Fr* 'r rues 1 U.6ua_A•rraPJ p v/ 1` .N1 Iu. 11:1 F•68 F6. IHsuL. P .5re 6'0'60 14.LL I:% N114H , Ci1bth1C.1 • t /. C-17)( I &_. 4 ' j Z.�:x�o A -,17. c. .9 - p•`• 1 -. y'� • Z • 44 . . IItig111114Y ( G • fIc1.1D1 P>I.' L D6AFIti6 ZDOO f (voFiri') . LoT -fGr Err V '(a ®V 5 SA6.1 - raga, PS. 0 2$ 0'1 • MIN. p5s16t1 KK!2.. f`►- �-IIL� f'R c-estJ1z so PG F Ole p AILS •Er , F`•r G/til. :11 G G5 • -0 � - -► F-EFgF HO S 4. IN IrG I 4 - far At +® t -r-roM rN'D NAe L L Asi A - 015 G GovoizAGs a su 'fo 1xo1 - oM oF" GLI: - u i S 12V GLg. 'r0 FNC7 , K ;►�G.. � w j Wv /H . \ • 41.4r e.. 1 t ) t71 NOT t3L= -NA•k /4_' \: rre �int/ i' N. •/44 6ulsrIA •. p L1A\I Soo l ‘•.1 * friALt. THAN, I - IN111•1F. N 2 IP1=4.1 L ' IN in N +to AV. A WALL- EH al 'S't V 4 'r' vr<w ^Y 1 1WE i ( Io• 1'. 1clt•6D s VON p NT% 15- 11•rIL.lt4, A 1 6.548• I ' � Op INSr rcovil• L pircimpi.er.}cPNs •• 1A < 1 q giet • r ; 1 t I, WINb Ory M " rMr LJ ' Its 11.40 rke,00. W1eT?•i :o Ieuo 1& ritovi; a A pr H /A.1 -n-tAN rrre. 1H0 kilo (21 '1'1.115 4i7�Vi0WA`r WHO► 'p* 'tK n "kb 1''1 NAK P ,f w f il, 1y1 -r IN No Gfi3 � Aw rim✓ vU LntF I ' NN ti. Lam• °i'1'4AN 6'3'��t rM r ' 6111111 10111: 0111013 iLILDi/6 COD1 (1.1.C.) V1'3 LIVE LOIDS' 1001 (6101) 1L0011 11LCO1IES L DELIS ST1115 L 11151111 111511C VIID 1S IT 10 151 60 PS1 100 PS! 101E 3 C01T!ICIIIE CP. 0.1 101 11111101 115 £155110! 1111.1 1111C $PIES ° 11101011 10 PSP - ?MOOD SIDES - CI,; PILL ID. tot 110011 TO If 56/16. PULL 11. 101 10011 to 1£ 11/0 /1111.1 .2_73 -Z , 23'3 TL001 1 1001 D111111011 tO 11 SIRED P1! TOLL SIEII VIII 113115101 111105 TO COIEOII V/ TL1LE 11£11 1111 111LI /G 11QI111111T$ /El TULL 111 1001 TO WOOD COIIECTIOIS - 1111111 1EQ01111EITS PEI TILL! 6L0-L11 11111: 1006 111 (1111 111ET) 11TC SPEC. 101- 14 111111 MIS, 1 10t-TI C11T11EVEl SILLS. (1b 4 1000 PSI 1 Fr 1 165 PSI) JISPLI! i1TC STIPP. ILL 10001 II COITICt V/ COICIEIE TO 1t 111111)! 1111111. IOOD LUPO5!D tO 1611111 TO If /115111! 1111111 01 1001 V/ 1110111 IESISTUCI TO DEC51 _111 ST10C11HLL 1116E11 TO 11 1E1/71I 11 01 1E1111, (lb = 1000 PSI / 1140 L!!LT , dnre■ 'OTEL OTSEIVISE• PIE-111 WOOD 1105511 TO It DESIGIEI IT I LICIISII 1111116101 SLIT! 116111E1. D15161 6 11151 L1100T TO it 11111TIED 101 1111071E III 10 It 11111111E Li JOL I1it 101 i1SPtC1101. 110551$ TO If 1110E1Ct01E0 IT 11 IPPIOVED ITS. CO. 1 tO IE IISPZCTED Sr U 1 /11011* QO1l1TT COIT101 ESEIC! - 11110111 STUDS tO IE 015!11110. QULI III 11111E1 TO ill! 1ILTICIL ■,.a ■,„ sstrcu IIl'u01SLS f il` O.C.(IL O.C. If 6111.1 III 11 IOT TO 11 SifTIED), 101 111116 lTTICJffIi, It /10111 1116111 TO 1E ISIS f III COIIECT1011. 101101 CIOU 01 TI1SIt5 TO IE ItLD 011 01 101-1111116 11111 1/ 1111301 ITC 01 EQO11. 01111 MSS 10 IT 1110011111 DIICED 1101 IIDGL !ICI 11T TO TOP P1.11E. 1101111 1 1 6 111016 lICE 01 TOP 01 101101 CI011 IT III 5111 (01 Q 1/3 10111$ Of 57111 0111 11'•0'). Date . ..lob No. Drawn Approved Sheet Of o Y� UM S i A utuvUI tort CEMIfR iuNf King County Building A Land Development Division Para. Banning anti Alomums O.punmevt We • fifth n,.3uwhaut ttsliw.a. Washington IRMOL141111 2'4 TOP PL?Tt -7 NtitL SABATAMA 10 1;EADEQ A' A t • ? A.B. 7'EMBE.DMENT King County Building& Land Development Division !arts. Planning and a.uoutws Dsp.rtm+x 7100. 134th Macs Suuthaut Saimaa. Wathinjtan aaootr 4W 24" 111, NAIL Sl1EATIUIJ6 TO - AE.`.4ER AT S• ®•t.15.W. App. RATED 5113`.T4ItN(,i sfl" Mi�1, 21/0 U.P. I 2-244 1tT ANt'Y PLYWOOD JOINT APfRattD I oo D- END 1' WOOD TO CONCRETE CONNECTORS 0►411Tti1 3500* GAPAC tT't (Milt) A.6. T"E118E.Dtie. CONTtp. , UOUS FOOT INEI OR MAX . PAN '. H E I&,N'r • A 2 -2t STU DS NAIL S1A5 1106 10 mot Mc) AP), KATE!) SikKATAIN4 . • MIt3. 240 EtP t 'A 2.2x9 SLOGILI6.1E1 AT 6d MAILS AT . A►Pt PL`1'.10OD iiouNT J � - �� S 0.C. ALL RATES, (APPROVED 1tOOKE.D-END 1• I1• LEADERS i 5tVDS D T€3 CONCRETE tCO TORS Ott 4t'tt 2100 C.AP71CtT1 2 -2% PLATES FIAiL EAPVINdi TO L a TE A 'CONTINUOUS F0OTI1.1E1 OR SLAB EDGE.' 2.4 ioC 1 LA1ERAL RESTRA'KR PWEL — - t,, it i✓�. 1 1 NIL : L L NOTE: FOR USE IN GARAGE END WALLS AS SHOWN. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, TILE pLYWOOt SHALL CNERLAP'THE KIM JOIST AND 5LL R -ATE.. PROVIDE HOLDOwNS, BOLTS AND PLYWOOD 1.1MLIMEI AS SN()'IJI4. IF USED ABOVE POA1Y WALL- use DETAIL ' A. . R EV1StO4 2 - tt. - t1 A REvisl0N. s - -91 . • Mkt. PANED HEIGHT 2- 2x NML tOEXTA 46t To E:ACA 61UD bct NAILS AT S" D.C. ALL ?LATEST tIEAbEES 4 5TUD3 3. L% PLATES NAIL SHEATi%t1.16T TO ! At iI Pt ATE SLPto Ewe.- ;I,�Mf�11MUM LAZE ?AL - RESTRAINT PANEL. I ll 1 Al L NOTE: FOR USE IN GARPC�t END WALLS AS SHOWN. IF A .PLOOR INTERVENES BETWEEN POUt4DATION AND BRACED PANN.L. THE PLYWOOD SHALL cw .Ruup THE RIM JOIST AND SILL PLATE. PROVIDE HOLDO'NS, BOLTS AND PLYWOOD NAtLiNE1 AS SktOWts. 5 ALL.' 6 I REVtsm:4 2 -I (. -S9 A REVISION 3 -6 -9t [,],[;14 O HEADER AT CORNER (`2.) i.a PLAT& 7 K to *A. a ,17RAP i-LOL.DOWNS QPT1ONAL- LOCATION ® HEADER SPLICE a aTtuD NSAOLR TO CDR wit* f{j'KY w000 wit d. NAILS • i'O.e. 4. POSTS oR (L) t ■ STUDL a. &Ir olu ' r•..rwOOO .tOu TS 4n PO$T4 OR ("ism STuns Ziff PL.v.v00D w77 r d. NAUS a s'o.c. • LsTaND PLYNGOO TO OVLR LAP RIM .O16T . 21LL n. IsOOrCAMCITY LONG. FOUNDATION A POOTINS PANEL AT FLOOR OVER CRAW1. SPACE. ,r.,.... w/s d NAlt.S " s 3 • o.e. 4 ■ POSTS OR (t) iR sTuDS • stool c.APAorrl ST*A 6.1OLDO.M.L4 .11 • &ACIt OP POSTS .- OPTIONAL LOCATION ILA PT SILL PLAT, CONT. POOT/NS AT DOOR OKNINI P T'vtc-`r S�c-T► ®1�- b" 1 0 ROOF.FRAMING AS PER ROOF FRAMING PLANS. O2 1/2" CDX SHEATHING, NAIL 147 @ 6" O.C. (EDGE) & 12" O.C. (FIELD); W/ ASPHALT SHINGLES: A ?PLIED OVER 3011 FELT. FASTEN W/ GALV. FASTENERS (3) PER SHINGLE MIN OR SHAKE SHINGLES: INTERWEAVE W/ 18" WIDE STRIPS OF 301k • FELT. FASTEN W/ (2) GALV. FASTENERS PER EACH PIECE (SEE CHAP. 32 & TABLE 32 -B). U R- 3 FG. INSUL. (TYPICAL FOR CEILING). 40 1/2" G.W.D: O 2- 2 X4dW PLATES (LAP SPLICES @ 40 "). 4 X 10 D.F. U2, WHERE REQ'D. (FOR WINDOWS & DOORS). 0 1/2" G.W.D.; ON 2 X 4 STUDS @i6" 0 . C . ; EXTERIOR SHEATHED W/ 1/2" CDX PLYWOOD (NAIL W/ 6d @ 6" 0.C. (EDGE) &. 12" O.C. (FIELD), TO MEET SHEAR BRACING REQUIREMENTS. KEYED NOTES R- 13 _ FG. INSULATION (TYPICAL FOR EXT. WALLS). 0 2 X4- PLATE. 10 SUBFLOOR: •3/4" CDX GLUED & NAILED W/ 8d @ 6 " O.C. (EDGE) 8d 0 10" O.C. (FIELD); FLOOR JOISTS AS PER PLAN, W/ 2 X_ 10RI1~ JOIST AT PERIMETER. 11 ` FG. INSULATION (TYPICAL FOR FIRST FLOOR). • SIDING AS PER ELEVATION, ON 15* FELT (AS PEP U.B.C. 1707 [a]). I( UI lrTir,t� 'g5.6t1 L 1V /m It Ariglid1E avattcm 12 Date Jo_b No. Drawn V-D Approved Sheet aw+ rr" C.1ftaw.N,lersow,reoMwe.+Ma . VELOCtrY mama* Me sat Limn* P IET VELOCITY PRESSURE DROP SECTION ITEM MINN) 0 e.' C" DPW m doe. w.a► Ombra WOE) :. 1.1111 "AP PI . C . 0 1119 We If 910 • WV I r I I II 14 : • ; ... • Mu!! 1 alt 0.12 au 012 0.12 LIVILli5 5. CateNanew.Undscausk ininmseced liquitanall . VELOCITY ►AESSuAE WM LENO.TN - f4'UT VELOCITY ' POEUURE . wow sectioee IT1W Frieda) tom) .v C' 111w1 Own. w.a) (Melee WOE) 4 n3 art M11 0.12 11M4 012 ' 4 0-12 :. : III 40 4 I ilk.' st I • sooseSeei VIV411 LIVILli5 5. Dryer tied Col AKIN e, Orwleeei, 0 ee(uMeMrs• VELe4CiTY PRESSURE gal WRITS BEET VELOCITY MILISUIMI DROP - SECTION ITEM Dre.e•el (••• e. - C' (Mil )else• 1 (whin WA) I i I T 0.12 &et 0.12 0.11 :.2.::. !111111 VIV411 g 0 tql 4.1 Oa OM • ;it; al; 74 ow I 0 0 Deter Ito. Caewrenrea, Oo rMag Er,are.ar.d LIONN t: VELOCITY tMRESSUNE sat 14110111 PFEET vEI.OaTY • LUUU C DROP SECTION REW (� i..) 4MW) WC' (. ,) t MIA) PMcMe• IVIL 4 _ 4d.3W4 I; lbp0W$ O.O! E 5104 412 4 0.12 :.2.::. !111111 VIV411 51131:311412 g or7W Void C.RIANI.eeti Overhead. hr CNN: 11ezF 1leeOM • VELOCITY ME SUM 114C110/1 I I •) !s ee9 s t Y A.e WO.) Isedwe WOE) , 1I 1.400 1101 1.400 0.12 004 01 1.400 - 000 1.404 &I2 004 SO 1.400 - 1103 1.400 012 Ili 1411 1 11211 ;it; al; 74 0 2 Dwyer wet CIANIN w. UMNI ter. File ass . VELOCITY possum E12E Won( (MEET ' V2LocnY pentium DROP MICRON ITEM ¢noew) OM) es •V*. • PP* Wanes watt,) (Iwdew W.a) . 1.0 1.400 - 0.01 1.400 0.12 0,04 2.S 1.400 - 0.08 1.400 0.12 004 • 10$ 1.400 -- 0.11 -..=. 1,400 .0 )2 . G.21 149 0211 0 Inusn ammaynimmgs Afrt 1ECIAIICIL I I f IEIT11G • ALLOW p3t,E pDPIL ttta9 Psi!' Vfr"lel • Gvrioer C ' - r0 ea 15 siicG K- •4 ect,Cf 1 6 e$ 17YS • MN. tvr.46ti tit. et-up fairsu t Ael p,r_W 4 g g ONG. Irervprr PI hits sedt,Fa • V 617X AY 41I•k • 1/2. 5 11 31 - Fula Solid feel lursig dpplluews lands airtight sterns, il replace st.;es, ton boaters{flreplaee stens, factory tent Tiripr`acna, saw fireplug Worts. !Etes4 etheritol adopted by Iloq Canty, all solid fool heralmg nppltauy shell coop)y with the provisions of 0.st.m.nEt a, CIO . A, u s CI.: Lk St- t3 -4oz") Each drelllog out 'ball be provided with heotIeg tacllitfn capable of atntainleg 70 I at a pot t'abcre the floor Is all habitable roots Ina the aetoide teoperotnre is is set torti to festi43O2 iVesbf!atos State Energy Code. Secttal(a115041601.0,UIR9 a: foci barofte egiiptest leested elfin t1s hnilding eerelopr (eoutrueted odaT the iesltsgtos State berg! Code) shall obtain coebastiu air fres outdoors asking tilt pratitientrof 707 (.1.C. IOTi: IDIOM !!Y!LOP!. The elesute of a bofidlog I Whitt mines cotditloi.d spaces thraeg) dick thorn! err be trI oft ed t or from the t to se a rr o t 91 i Zo) gaunt., Stain 2431! to ItaG IsOr Code. e . sg 91 b. het bsrsisg egsipseot locsted-ootsidethe betiding melon bail soft the pravitiotis of Sutler 701 1.1.C. c. Deetsort. locatiee cad soar of coobestles six, Wrens "fectioi i 1.1.C. "iii ran -air frranis shall be listed lad labeled be as apprersd g41ep nod iestslled to Inked speclileatioo. $ae0ee3O4, !. /.C. • PIH143H r'LCcF • *Am 'p 1 G - Pt(1JC> SUj= Ctt;G r HALM • Let to J25Fa'T' (utii..E Nk'1 i:' orHow44.15) • } -I1 res. t t' P 4IL.L -- - - 't km; 614-o° 0.6. • 12 Meal 4163 LICl2 tole go - 1 Hit-i. 4 NiL SLY. %./Ap sip tSAieF16p - ACp1,p •Fief lb MUb40L1.. Kp� i4?'f�• fly I " 4 -t-ft tta a tee. VEFr rH n 1 IA t.L As A- "15 Greve' 4o God ir : s' 1 t-p-t or rr . I � G GL4r, - to t3Lri' 3Ipe *It` pt1 iCas' CAtil L ;l Ar - e2 I I � Appileacee latuded for iastallatlaa la closets, alcoves or e spaces shall bi to listed. fectlaa zpl 1.1.C. le ears-aft Paeans :gall be lsstalled is a rots aced or designed to be used el a bsdrooe, bathos, closet or is any eselosod specs with 100010 oily tlrongh such root or spare, exalt direct ,eat faruac.o eaciond fauns cad electric heatiag farness. Sectico I;1.C. lo wars -alt rues shall be lutslled Is a clout or alcove isoo this 11 label alder than the brain or . Wiens lastaaled Innis with a ail1111 clear worttoq space less then 3' sing tbs aides, beck std top of the lance. lathe 315 1.I.C, Liquified petroleus gas - busing appliooco shall sot he fastened L a pit, hastiest or flails' !ncatfoo there heavier -the -air .en sight collect. Ipplioces so fulled shall sat be lutslled is as skore-grade ender -floor space or biscuit nine tech locales is provided with oe approved seas for rssoval of abarasd: gas. Satin Soy I.i.C. Ieatieg and cooilaq egtlpseat located la a 9ara9e cad which geurates s platy, spark or flue:cepahle of !gattiag flaubis vapors shell be isstelled with the pilot; and haters or hooting elects aad oeitcbes at least IF inns above the floor level. Soctios3c$n20.I.C. fire despot and not be itstelied is air ducts pasting throagb the rail, floor or collie, eoperatla.) a residue, (Group E, Dirielon S Occrplsty) fret a 94r190 (6rolp I. lira :Los I Oeceepeac), prorfdld etch ducts w)tbie the garage are eoastracted of sta01 havleg,a thickness sot lest this 0.011 lack (le. 36 gclruired shoot page) and boys to ep enii go tete the gangs. Satin e2.4(115.C- tars -air furnace ltotalletlon stall coaply kith Section-30 leery appliaoce deefgned to be to a ratting eyatee coeplplag Tsblu 114.4313 end 6C Is attics at crawl :paces aadl.1.C. relied shall be cecoeetad with Sectl000e0r cad • • 0 flgura Na. ! -Dryer veal as opscOMad !n U.Y.C. Seallwo Ie9C1(0100 a ; 1 Type L rental spites thali torsions tot lets than 9 feet above the roof through which it panes ter Use that 4 feet fro any portlea of the which oxtepda at It angle of more Ines 4S Ogren • ward fres the Urinate! salets Itttediteeted othertlae. lentles .51.1,C. b. Joists sad steno shall be substantially airtight, t 1 r ducts Sloths Table taeten a t i (oG21.5. e 10 . G t 9 l sod Tibia lo. ( $(fiat, oval and roan ducts), V.A.C. C. lastolletioa of duets shall coal! with Section ,1„D3 L.I.C. . 4. Duet fusletfos thall be Installed I. accordance with ((i.e. . Table ' - VEITILITIO) Castractots to cotpiy with the 1911 iuhlagtrs State Vrstiletiot and indoor Air Quality Cede (TIQ) as Miens, 4', r1 4' 7 4ft CULATION 0/WET FOR i4rl1U000 H I ALTEd1NATE"CJLLCYIATbDN 1010EV TON r1G000C NO. wow ALT[ANATE CALC NAIION IOIUT TON OIOAMI NO. DUCTID CEITiAL MUST III ITSTEI NOTIU Ducts ix NOW epww es who N M huAwai win lynch. %s• alt swaya.. ANN e,ap idles) 0.w arwas aos,aanel ell • 40060n41.11) E asil r 4'i Roos Na aSryee wart egerrbM a0 U.M.C. f�+ f 1102 peat ft awls). Ivory factory-hilt cbtiter, Type L vast, Type / gat rut or Type II -i gal not dell bi irsetalied is accordion etth ! the torso of Its lietleg, oaonficturer'o taptrnctioae and the appilteble provloleno of Chapter tA 1.1.C. Sect1ea,90t5 1.11111 Ail IILIT O.LC. -13CrI for itch bodroos plot as additional IS CTI. 1 Typo 1ar 1-1 gas rest shall Winne lot lets ibis i -Merlin doors shall sot ispede the flow of fresh air foot above the roof through which it pint nor less tbaa to the 1 A 1S e HILLe extuat tat. 4 feet from a ortios of the buildia which erte s b. -flive rated t SHILL 1E: ! p q i k It -flat rated at 0 5 V.O. static prunes as angle of sore this 41 degrees wadi from the boriuoatal calico i1oted /trieted etberolte. betties 0$ D.I.C. -found rated at 1.5 canoe ear. If need ti thole hoots - laselatla to 1-4 to ucooditioced spaces -Sired per table 3-3 below. 1E010081 CPI O1 /. 1 01 LESS SO 3 80 4 100 3 - MUMS I DEI112I0 MIEN. C.A 14 hour tin clock tball be Installed to regulate the whale house erbaest faa. Test coasecters shall be iaatalied !ithin the space or Tres la which the eppitasce it !cleatnd and shall he counted to a dimity or riot la such a antler as to lalstale the cleanse to cosbustibias pit Table to.3 -C, 9. Double Duty Spot 1 lbela doaoe Ian Design D.I.C. D)CTt0U a. Duct systeas shall be of metal as set forth la Tables lo. io .1,6)-1 and 4,-C or factory-Rade air ducts I. lategtttsd forced Air Tsttiltiloo Design coeplylag sill 0.14,t. ltd. lo. jo -,Z. I.I.C. Cu IR. 75 110 150 A source specific exhaut fan cat also serve as a whole hoop Les as 101g at both previous mantas are sot and a faa relay is ictalied to allow for both coetinuoas cad latersittett operation. a. A 6' dilutor trot air inlet shell be dotted from tie exterior to the fresh air return pleats. the fresh air duct shell he protected fros the entry of lands, loges, et Etta debris tad located so at to sot tote air iret:. -lurardoas or uaaaltary locations. -there tt will lid op objectfoatbie odors, fates or ftasslbie vapors. -I rota or space having fnel btraisg appliances thane. 141c, crawl specs, or garage. - Closer the§ le' from at appliance or pinnbfog rent outlet, talon the deft vent outlet it at lent 5' above the fresh air ilia. -Pact: shall be !twined to 1-4 then passing through tt e0: ice. figure No. veal as sp.tlR.d ird .C. Bataan laa3 (awl la awls). Deyr vine C.1NAM WW. egseMwes 5.4 0 e4 Eieoe: 4311/4010 OLNI DUCT reW s 6) Peel Es 1 a 0.0032 0.3700 El 0 ) 0.0012 &3700 b. C. d. 5 1ED10O18 III, CTI 1 01 US$ SO I 80 4 100 3 01 101E 1101111 A 111101ED APPIOACI. -Waist net mast he nos rated at 0,15 1.6. and ace. 1.5 sou rating. A readily aeceltable 14 hour clock tiler sad relay shall be latolled lad wired to regulate the furnace faa, relay sad thole hose exhaust fns. Interior doors shell be installed 10 as to sot Impede the aoreseat of fresh air to all habitable roots. This oyster out he perfo tatted just prior to the floe! iaepectiea by the hotelier or a qualified third party. Tie totter shall prorldi a letter of anilines addressing both the ICI cad CFA requlreaento and cost be available for the o certificate a e fo a a1 actor bet re a c rtlfl to of a i p oceapatey can be issued. CALCULATION Sean' foe VOW* NO. a -r •a" VELOCITY (Mel 1170 Inlet duct shall be equipped with a natal (required) or a sotorire4 (reeeuended) duper that will open when the reatllation fan relay It activated, tad retain closed at all other tines. A whole inn erlenet faa shall be located is the eellitg, and be stead per table 3•: helot. iOS. CFO 75 170 150 CALCULATION ONSET FOR FIGURE NO. 4 ANATE CALOOJI.MIOee SHIfT F001 FIGURE NO.4 CALCULATION SHEET FDA FlMUNE/ ROIL E AND 4 VELOCITY PRESIURI (wpew w.Q) 0.03 stn 000TTE:.^.rda be Waa3 tgpsoss se Ma 1 a insular= orb I ioNn. krFred eery.ee NO wasp. ' st� 4L'N aa M PITTING POESSUM MOP (ae.leee WIL) 0.02 0.01 4. Source Specific Tentilatloa Iegairemest: sad �� wen 114_3 N 4 4'$ flpure der.e Vane equivalent ea U.M.C. 5aeeiow 1003 peel M scale). Jc 0 ,, SOUNALENT DUCT MO1RI S .1 a. lethrooes, laundry roots, aid powder roots -S0 CIS III. b. litcbene-100 CIO Ill. Ins shall have natal eeitehre and be readily eccosaiblo. Ali fiat to be floe noted at 0.95 1.0. static assure. C. Erbantt duct,: -Shall be !isolated to 1-4 11 unconditioned spaces. -le equipped with 1 backdraft -Tentage outside the bsildieq, -Duct siring to coaply with Table 3-3 below. HI CPI 101. FLEI In. FT. 011. SMOOTH IAI. Ir. 0.15 TG DIE. DIA. SO 4' • 15 4' 70 50 5' 90 S' 100 511 6' OVER 100 6' OVER 100 10 4' 10T MOVED 4' 10 80 5' 15 5• 100 80 1' 90 6• OVE1 100 100 S' IOT ALLOOED 5' SO 100 6' 45 6' OVER 100 p 115 6' IS 6' 0111 IOO cR cFNr- 115 7' 70 7' 01E1 100 1 E5 03 L YS I E. ALLOYED. UC 0 0 iG ( t 80 A DED r I it 1 L[ rO PO! EACH ADOITIOIAL ELIOY) Of i l . ► TPNI L-2 _' N "TES Date , I Job No. Drawn Approved Sheet �•