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HomeMy WebLinkAboutPermit D97-0391 - LACY RESIDENCE - NEW SINGLE FAMILY RESIDENCELACY RESIDENCE 15650 51 AV S EXPIRED 02 -26 -01 D97 -0391 City of Tukwila 11 (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, WashiVon 98188 DEVELOPMENT PERMIT eg--pRixprep 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: 810860 -0420 15650 51 AV S LOT 48 NSFR DEVPERM LDR 001 North: .0 South: .0 East: HIGHLINE Sewer: TUKWILA W Slopes: Y Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 West: Contractor License No: OCCUPANT LACY RODGER S 158 ST & SR 518, TUKWILA WA OWNER LACY RODGER E SR 3125 S DAKOTA, SEATTLE WA 98108 Streams: D97 -0391 ISSUED 06/22/1998 07/04/1999 DWELLING 1994 SPRINKLERED 2 .0 CONTACT RODGER LACY Phone: 206 722 -0774 4138 46 AV S, SEATTLE WA 98118 ENGINEER PAUL STOLTENBERG PE Phone: 206 546 -8901 628 N 201 LN, SEATTLE WA 98118 k * ** * *** * * ****k*: * k* k***** * * ** *** ** * **** * ** **** * * * * *** ** SIC* -klc*** ** * * * * *• *** *** **** *- Permit Description: CONSTRUCTION OF NEW 4,323 SF SINGLE FAMILY RESIDENCE WITH A 1,040 SF ATTACHED THREE CAR GARAGE AND 475 SF OF UNCOVERED DECKS. WATER SERVICE /1.5" PERMANENT WATER METER, NEW WET TAP SHALL BE DONE UNDER A SEPARATE PERMIT (HOUSE WILL BE SPRINKELED). k*********************************************************************************- Construction Valuation: $ 329,919.99 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k*************************************************** * * * * * * * * * * * * *** * * * * * * * * * *** * **: TOTAL DEVELOPMENT PERMIT FEES: $ 3,365.96 r ****************************************`'****** tk * * * * * * * ** * * ** ** * * **:k ** *** ** k *** **: Permit Center Authorized Signature:_ _/4"/ Size(in): .00 End Time: Fill: Date _ J ___ 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 wor, I am authorized to sign for and obtain this deve1opmen rmit. Signature Print Name: Dater: _///5/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. City of Tukwila (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: 810860 -0420 Permit No: D97 -0391 Address: 15650 51 AV S Status: ISSUED Suite No: Issued: 06/22/1998 Location: LOT 48 Expires: 12/19/1998 Category: NSFR Type: DEVPERM Zoning: LDR Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0 East: .0 West: .0 Water: HIGHLINE Sewer: TUKWILA Wetlands: W Slopes: Y Streams: 2 Contractor License No: OCCUPANT LACY RODGER X5450 S/ /4V S S 158 ST & SR 518, TUKWILA WA OWNER LACY RODGER E SR 3125 S DAKOTA, SEATTLE WA 98108 CONTACT RODGER LACY Phone: 206 722 -0774 4138 46 AV S, SEATTLE WA 98118 ENGINEER PAUL STOLTENBERG PE Phone: 206 546 -8901 628 N 201 LN, SEATTLE WA 98118 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 4,323 SF SINGLE FAMILY RESIDENCE WITH A 1,040 SF ATTACHED THREE CAR GARAGE AND 475 SF OF UNCOVERED DECKS. WATER SERVICE /1.5" PERMANENT WATER METER, NEW WET TAP SHALL BE DONE UNDER A SEPARATE PERMIT (HOUSE WILL BE SPRINKELED). *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 329,919.99 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,365.96 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Date: z'is, 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. am thorized to sign for and obtain this developmen pe mit. Signature Print Name: Date b/aa.7/_/g5.2__ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF Tu :WILA Address: 15650 51 AV S Suite: Tenant: 'Status: ISSUED Type: DEVPERM Applied: 12/12/1997 Parcel #: 310860-0420 Issued: 06/22/1998 • b• M• fx: k• k* 74• k •k•k,• &•k•.k*•k*•k•*•k*xk•k•k•k k***•k 'c•k•k•k•k:h•k *:k k *•k•e*• k**•k•lr**** f*****•fr•k•H•I **•***•e *•k•**'b•k•k Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of businest_to, prevesit sedimentation off - site or into e:aistina - s'txCTm °"t't atnat e_'`t3'ci1cities. 2 The site shall hay.e._permanent erosion control-measures in place as soon as'.,t,os ib1e after final grading, s been completed and - rior to. the Final p Inspection, 3. APPLICANT :;S ALL APPLY FOR A SEPARATE WATER METER-PERMIT f1 . 5" - HOU;;E`,SHALL BE SPRINKLED). 4. No �ar�+ :will l be'.made to � the plans n unless es ; approved ` vx..the c. Architect-or Engiv eer,and the .Tukwila Building -Di, isiopr,. 5. P l umb ing' Oermi is shall be obtained through the Seattle -l:: ing County Department of public - Health` Plumbing will" be inspected'b rr that agen '-'incl<n± all gas piping (296-4722). 6. Electricai permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected "bv that agency ( 48 -b630) . 7. All mechanical wok ,shai 1 'be under separate permit is .uec by the °C i tv _of Tukwila L. All Dermits, inspection recdrds, an'd'au.p,roved plans shall be av' i,,lable' at `the , iob site Prior to the* start of any 'con- stv'.-uction: These •docune,nts are to be' ,maintained and avail- able until final inspection apb,roval Is'aranted. 9. Eng'ineere4. `t,r u>5s. drawings and calculations "stall be on site and available to the building inspe;ctor: for inspection purposes, 0ocuMents shall bear the "" sea "Land signature of Washin ton 'State Professional Engineer: 10. Any exposed insulations bacb;ino,.material shall have a Flare Spread Rating'ot, 25 or less, and material shall bear, idev :1- ficatiora showing the fire performance rating thereof. 11. Subgrade .preparation inclu:dinq drainage. excavation, .' compact i on; .and fill regu i rement Shall conform' stri ct 1y with recommendation ,,,given in the st i is report. 12. All construct"ioh to be done in c znforttiance with, a aproved plans and reou l reilehts of this Uni for s Building „,Code (1994 Edition) as amended,.,Ufi.forrn Mechanical Code-0994 Edition), and Washington State Energy Code (1994, di"tion). 13. All wood to remain in placed c`o Crete shall be treated wood. 14. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 15. If Factory Panelized construction will be used for this residence, such constructed wall panels shall be accompanied by a letter from the engineer of record for "Armstrong Com- pany, Inc." Letter shall identify the project and location and shall state that the required shear wall nailing has been installed in accordance with the approved design, This confimati"on letter will be accepted in lieu of the required on site, shear wall nailing inspection. 16. Validity of Permit. The issuance of a permit or approval of plans, specifications. and computations shall not be con- Permit No: D97-0391 of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. flks *Ar* * * ** 1 S*A s44* k• Ak s4*'.1 k* d* st**a A*;* *4k:11.st***4 ***A****l*** *** * ** TTY OF TUKWILA. W(1 TRANSMIT s1" *.ka *it*hk•*s1it** 4s4** •1 *-4•A*4*4stitis**4•4** * *?*4•k* *s44 **34*4t44 A* *:a* TRANSMIT Number: R9700784 Amount: 2.041.75 06/22/98 1553 Payment Method: CHECK Notation: ROGER LACY In i t: BL.H Permit MO2 D97-0391 lvLIe: DEVPERM DEVELOPMENT PLRMIT Parcel No 810860-0420 Site Address: 15650 51 AV 6 Location: LOT 48 Total Fees: 3.365.96 This Payment 2.041.,75 Total ALL Pmts: 3.365.36 Balance: .00 it4.4,4444•s444***44*4444is 44*t44••k*k dt *144.4 *•is*d. *•4 *A>:,d*4i :t k*:*k*4**4.:4 *:.ie Account Code 000/322.100 000/386.904 Description BUILDING - RES STATE BUILDING SURCHARGE Amount 2.037.25 7117 )6/23 1717 TOTAL 2041.75 CITY OF TIJKWILA Address: 15650 51 AV Suite: Tenant Type: DEVPEPM Parcel #: 810860-042.0 Permit No: D97-0391 Status: ISSUED Applied: 12/12/1997 Issued: 06/22/1993 **k**4 —kk4 kkle*4 k***44e*4 *4***0(**k**114********4 **-444*********k*****A**k******A Permit Conditions: 3. place as 'o on nave,;4?110Ieray,' 7YeYI..t. sed° imPlement completed 0" as,,,,0,1!Mn 6 n t ,.: „f19:,,,,,,:„f,fiiti 4 1., m!ntation el as )-m'ATEMT otf _ 1, Temporary erosion conritollesTesure.l. sr a11 ' site ,h,-'stino s ",%, -Q,Dria ''''''''.a." be " 1 te or 1: urder of bu, the fir, , -. The • into e,i APPLICANT and prior afta..."510"-i.11es- (] c. 14 sKALL r (716-, 6 ,e ,,, F.. ! f titA i --;,.,, meesii, SPOINKLEf; 4 , No chano 4c'SHALL,6', FOR '4 tePA.4"Pect* -- --otr, ... Apply Final ,,,,,-% 9radi ''',. --..'ec t - been in 6, 296-4722 6. ency. including Health. Fl.,i'MbinIwSillt'Ll'e-lh.g ,.. ..,, 4/2, thai,/a-e - "-real- $ouah f,- /I p,on , that Public Lialhed- th-'4 'N'ihulAYU-1°,1 -9' the ITER pq:r riu"Ibint.t °T-Ih4in'e'inade to the .' ur Cpuntv g Perivitz ,,f...,r and the Tukwila lAille-S '' 5. Arollite-.!4' Wi 1 /, be, BE ihsPaCt ePartment ".:11 be obtained la St il-,4 14''-c'ved 'ili Sta,,,e EXa 1 '!ehoil tz. „ ' uding alit gas biP441 he 7" Wt1t1rWilVliISI'CI of Labor be obfe'., , theci:"hical work 'by that ' ugh the w 8. Allpe'!. of ruki„,,Yi-k shall boat ageh0Y-(Ind a" el '''s114114t°11 P11 me,, De lnsop, _or and inA lnelS th.0 ay.., 1 ""ifi$. "ip, -'a- - under -", 1=48-6630i' eetrteal ' , eblt: ,,.. -sPect- --?arate Da ,trtction .-,,,. the lob site rec6rds ,,rmit 1,_,- able' un,_ , ; These 'd, ',Ite prior and approved sued ,pv 9" Engvh, I''" final inspection , 'DuMent -r to the "oVed pi eered truss .$ are t ' - start . ans-z,v,, andlavaii, FUSs d_a anh ° be mai,h ' of ani-;. i%.*1 be Purpose, 41;!1! to 4-wings andr7-r"al:A,i,,"talned ,;„,.:1'-°°'---' I Washington PO0uMente bui 'dine' '''';'aculati,-,2ranted. -7 avail- 10, Any ex;;.-*.fl State pr!' shall b:alnsile0b0r-. shall be on ] Sjir-ead-OfallnInsul'at'L;fl!ssidnal tE'r,in.)!" seal ::',Ait?speciih,:eite fit:ation „ g of 25, insulations backih -"e,neer, --v $10nt"":1 ' 11. Subgradehowino,,thelpr less, agdlliaterial .y : 'Ia.Of a compactio.rirepaitio fire perf°, materialSa)1 have rec ,-„, and „,,, n inellim. "prmance '.''''hali hear Flam,‘ 12, ,ommenA__:. till . wihg d- - ' ratio'-' -ear 11 - All construction requireliie'lage-' 'm thal*Df. "3'n"' plans a .ruettoh,, en in the ht shall ..eDavati,,..' , Edition rea,.„, .' 'c9 be done 41 S.0:1 1 s r ,,,,,_ c u n t c' r m ,-, .. w 11 t -1(m) as -u1r000t„. .,, iil:c6_ , i-fdrt. • '''''''r1Qtly' with 13. ,h_to r - 14, There 1 wood _ton stet; Energy me, -tonw,suild!ilti?,:apOtit.,1,„ unt tt and Washington amended ibetinin-7-,crlialice - emaln in ,,)t, ,ode' t ,,,.a0 'COO,ii,,,,,,,,' e (p4,4-1, cniiri,c, otilani, "nu::: 8-",e0: final ih:11 be no 0,' blaCed,o',-"IgT1tWA"', '''"7 c4'. - -I- Inspect -0ection has 1„(Icrete ,.:h't'ph). Edition), 15„ If Factor 'e' been -cot):.,ithe buii'fill be tr at -idence. such .rieted b -Ing(s) e—ed w Y the T wood. panv ullding and sha... , Letter shall of Danelq, shall for been . shall state that ,Alall - ' ut recc_ 'l'hall be' this by tiff..11 ooro;trun,Struot ion . co ,t Inc.. from the ent'ted wall wiii be u, re.: L'tory P- confimation installed in aoc. the required shear the pro_ ".rmstron accompanied install -"at th identif d for "A accomb - a letter - Itillisite. shear w11 be with shear wailct and .10 C?m- ,..1.", - of Perm-f. nailing - accepted in lieu ,ditv .ear wall L'e ace the approved has ."*"..10.i.f: e..411..'. Th... „.-::: inspection. 'leu of the Thic i inns,„:nit.p.suance of on. i ...cmrl,titat on _' per �i t or 'I's ..rAl • approval "4 De,..m4, - ail n -oval . P ,uired not be „ ot design. kne red - - con - 16, of any of the provisions ofthe butlding code or of any other ordinance of the jurisdiction. No permit presuming to give authority to .violate or cancel the provisions of this code shall be valid. • • CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number ::: Permit Number:,, 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. Project Name/Tenant: i 15(.9S-0 t_ii-ey 44, cif- i IN Value of Construction: a 9, Site Address: Diu City State /Zip: j.o -A�t8 141 5uwnU� aka, -av � T Par &el n�� ber: f(� �f D — ayaa Property O e : L= 1„A -e-x. �✓= P ( Lc 0'7 —077ty Street Address: City State /Zip: �-f 1;3 3 )-) (oT /hi.e, S_ Se4 itte , 1A/A.- c?',1l g Fax #: Floor Area Ratio: (total floor area of all structures divided by the area of the lot) fe 1 a (. 7 Contractor: C�I,vn tei /A41i 1 P one: (20 4)) 72 -677 Ll. Street Address: -1 13,3 Lt (o 11 Ue. So_ S eW ill 'C i A City State /Zip: `�I d i I . Fax #: - r I Architect: ,90/ )4V Phone: Street Address: City State /Zip: Fax #: rrL I L� _ r )-QV' TLVU y ro �,; Phone: cao(e) .91to —0cio Z Street Address: City State /Zip: Ip ,21 Uvod-�, ao.I 1.G,v -e, Sea)-He. ) UJ/-- q gi j Fax #: Coo &) 51-- a -'7& 2S Con Peron: of (C‘ V 1 ,. l cy Sx Pl3 ne: (2v �) %2D —677L{ Street Address*. 90 l^'l -& as g is o-like City State /Zip: Fax #: Description of work to be done: co ,)'v ' iu -2u) 9i AxO Le --�uwl i 1. Z Type of work: ''New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑p Dyck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Y� Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling /U%/f sq. ft. Covered Deck(s) lv sq. ft. Garage /Carport )V ,4 sq. ft. Accessory Structure(s) >v1 sq. ft. Uncovered Deck Proposed New Square Footage: L'{ 3 a 3 sq. ft. Dwelling sq. ft. Covered Deck(s) I0 10 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 75 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) fe 1 a (. 7 *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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional ;reviews ,shall .be:determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Size(s): 0 Fill cubic yds. 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: 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 applic tio2acceite Dateication ee Applic ti to n (jnrtia/s) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 ALL SINGLE- FAMILY RESIDENT ! PERMIT APPLICATIONS MUST BE' JBMITTED WITH THE FOLLOWING. NIA DRAWINGS PREPARED BY i. REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -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: Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ 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 ". ❑ ❑ site plan information required for Public Works Review (Form Building Owner/Authorized Agent If, the applicant is other than, the.. owner: registered architect/ engineer, or contractor licensed by the State of Washington a notarized letter from the property owner authorizing the agent to submit this` permit application' and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING NER OR AUTHO ED AGE Si natures Date: Print name: 70 � 4 P i e: Fax #: 4ddr ss: Adc y.ra S. Seu iJ e , w . 9, ii C' /tat . � ! . ►/iJ `b i 15C SFPERMIT.DOC 2/13/97 • • ***4 *Ai *A0*++*+++^+**a+^*+ +*++++***b*+ +*+a+*+*,%a*a** ITV OF TUKNILA, WA TRANSMIT +**+++7‘+++A+**+++A++*A+*+* 4A ^*+A .*+&uK+ A*+A*A*^++** TRANSMIT Number: R9700692 Amount: 1,324.21 12/12/97 16:55 Payment Method: CHECK Notation: PORT OF SEAlTLE Init: KJP --------------'-------- Permit No: 097-0391 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 81086O'042O Location: S 158 ST & SR 518 Total Fees: 3,365.96 This Payment 1,324`21 Total ALL Pmts: 1,324.21 Balance: 2,041.75 *4 *^*+*++k^**+a+*+1*x*+*+3+A4*+*A+*+**A4*^+q,wi+*^* Account Code Description Amount 000/345.830 PLAN CHECK - RES 1,324.21 ,7B0 12/16 /717 TOTAL 1324.21 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project: (� Lrcc-L1 Kc- rider" Type of Inspection: 1- tCrtI° ,i 11It IY1n Address: , t St.Ptv.. 5t 4 V ,_ Date called: k E3- ci - co .J Speciarinstructions: t i■ZA- 12e..{Ure_ I I km t� ( css\ bU. D to wanted: 1, - 2)1) '-7 ,I >n.. . p.m. R quester: Phone: w t nApproved per applicable codes. tXc `f`fin'�'6 cS L L tj Corrections reVed prior to approval. COMMENTS: — 4<C/" ka-2 ' CoWt. 1 P %t .4( 4i w ( eft. % ),14& &7 C7A s N .ive,cI4 q-k( tc AC_ , 1A� 9- -0/96 f fi gE. ST9 T t LER__ ', P- 6-rtet 3_,I6.7 i-Fr- pir pal w t Ins r. Dated $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dr-7 -039! PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188,.1, (206)431 -3670 II Pr.ject: v�/(y spftt I"�`v`.c'C- a A : 5 + t _s , Date cal led: ©U Special instruction : Lz I/J VV � Date wanted: zy 1 Requester: Pho ne; �. j/ ®77I ;J% Approved per applicable codes. nCorrections equired prior to approval. COMMENTS: ova • Datk.2 Cie n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No: Date: 1 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D,7-039/ PERMIT NO. (206)431 -3670 Project: C�"' tI CL• ..pe of Inspection:, -- -. WaUd. S -EY Add s : Date called: Special instructions: /- e /r. q ,4 10'4 Date wanted: m. Q" ,6 "CD$1, Requester: , 1 ac V- l Phone: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Date: Z /S' iv $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. IINSPEGTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Projec t Typ of In i ecyion: VW Adits :c s i e c Date called: Special instructions: Date wan ed: 2... f Go a.m. p.m. Requeste Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6ea A S. £429'BrK- - ltd -DO Inspec 9vv n $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No: Date: (4 INSPECTION RECORD t Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TukwU , WA 98188 $fl o3gj PERMIT NO. (206)431 -3670 Project \m' C\e Typ of Inspection: S�C14zq `COCK Addre s: I � )n60 `` ( Af) 5 Date called: Q - O6-. CEO : Special, instructions: Date wanted: ��}} a.m. 4° - 09- 00 P.m. Requester: a Y Phone: root ia4 oii 4 nApproved per applicable codes. , Corrections required prior to approval. COMMENTS: itiar poottil Date1/ Q4 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION 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 P ect: A _ A .1/.: Joe of Inspection: t! •ai— d. _ . _ .- _ 1iZEP Ad: re s 5/ � ! ` Date c . l l 4. �J'I Special tte instructions: LLII �n ,�.- C� 6 /ik Dated • nted• a.m p.m. Re er: 22. — ?' Phh ee:/ /y VApproved per applicable codes. n Corrections ec tadfb approval. COMMENTS: Ins D% D© 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: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1)97- 031 PERMIT NO. (206)431 -3670 Project I 5fr 1- .gc.-ey Type Qf Inspection: ` 1 �svla A-, O �e 15e1Sd 5 I ,4v . S' Date called: _, , 2000 d- Special instructions: 06-- or of+ -er 1 -00 a w Date wanted: Wn. (_01)-1_�00p Requester: Lj{'r Phon Phone ` 322-07724 roved per applicable codes. Corrections required prior to approval. COMMENTS: 5f' Cae.e-CC7767(./ // V 1.c/7 i79-6 c© 49(€i'E FS ,4 gEovi,C e .t1 acs Z70 ,C(o T (.-9, 72/2 ? .; Z. /,c(l.---,9/71:274.i ‘.(00/5- .4 -.9—ir6; ,4 OA- 76 46(i/4 xfore) M1� Inspec,A 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: I1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D°17 -391 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd,. #100, Tukwila, WA 98188 ( (206)431 -3670 Project: Type o spection Address; ' 0 14�(eJ }5� �Qre5 / �i 4 Date called: /,A `� ✓/W pecial instructions: f G ezertax„,_ 6) %Q ,S0,1 Date wanted: ( //7 p Requester: / Phone�,, _ --7 1 i ^--O 777 ppred per applicable codes. lif"Corrections required prior to approval. COMMENTS: LH1e>�- fcTil9aa (S .t rpm ( /C� ro -mAdQ. " .. 7 A ef, ?Uc7 QL Nye) f r m C-r s e64~ b lc_ 10 I,.LSvc4 ft /0,44? azeZe9e-ArrA Date: 7,A„c„.., n $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 Projg.,3?4 J (1) • M4 /c. --4 O I S T �4 -Kf -r _.P S Type f Inspection: Ad�r ss:" / /V "I s4 5 D'called: l6i1 Specia Instructions: 9� 00 AIook) - Date wanted: / ?���/ p.m. Requester: / `// Phone: 6 - /� /- 0 %/ a- n_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (1) • M4 /c. --4 O I S T �4 -Kf -r _.P S 711-66. - Q C J 1- P , ,W .', 4ciz ec `._ 4:t. c )/ R / rrs C) U S£ rA i E.A 1. 0Cf! L,6 .es p /V4lG -rzr r SO (s-r /A/ M0/1 ∎1 4 . l-hqitfC-76,e'S ( ia',, 47)1/ / AIook) - 110 PR-al/ DE -C (.4749 c r Secs t 17 1 S Pe-CS -0S , 6 rciGn 4 i)6,,,(77-y__.€7 - 0,•4 a 0 S7-41 s ,%v8 . - - - ,r,e0J T r•?2' oO' - T2G l7,r rol2 Ccxli. S ,17(-14 7-9//1 Inspe . n $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: 4y-or INSPECTION RECORD Retain a copy with permit 7-039/ INSPECTION NO. ' zO rr PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,- Tukwila, WA 981 (206)431 -3670 Project: // - L AcCAddress: -'C -7,4 S /A4/',L6/ Type of Inspection: 0 (»z-1 t2 4 77 ` /, ‹,7V95 lot J it4 6/A..67 Date called: ,0,k, V 7: ,47e--S Special instructions: • Date wanted: a.m. p.m. Requester: Phone: i nApproved per applicable codes. orrections required prior to approval. COMMENTS: -'C -7,4 S /A4/',L6/ A(0 r 4o�� / 7 )e i,_ - 0 (»z-1 t2 4 77 ` /, ‹,7V95 lot J it4 6/A..67 Q 77) /il(Sr/L4 -7` Al . ,0,k, V 7: ,47e--S Date: �Z —7e n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 { D7--07-}q/ PERMIT NO. or .„4/ (206)431 -3670 Proje�I % 3 % C Typ of Ins l oyii r,p. Addr ss: D to called:, pecial Instructions: 99;0 d Date wanted: (�y �`a.m. Requester -�C SOY/ Phone: moo(, - 499 -Rs g7 nApproved per applicable codes. gcorrections required prior to approval. COMMENTS: ere cto Cep &f.), n $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: i. •. , ,. 1. , :t1 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ',';INSPECTION RECORD • Retain a copy with permit r -! rya,. i 1 y ("Li PERMIT NO. 7 0 (206)431 -3670 Project Type„pf01 ffcalled: Add ess: - 4/ `yy eS Date Special instructions: Ci • .,40, ^6 Date wante . 0? P.m. Requeste Phone: n Approved per applicable codes. 1-4 Corrections required prior to approval. COMMENTS: 417, 72vue&( Inspector: Date: ALLA, .24I $47.00 REINSPECTION 'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 X0- 037i PERMIT NO. (206)431 -3670 Project: LAY Type of Inspection: 64-e46 LE sir-u Address: /31 5D --- St 4v, Date called: Special instructions: A 1 Date wanted: ` Requester O Phone: Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Insp ector: Date: z 18 $47.00 INSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project: / o, c vl Type of t ! nspeciion: I M, ItDa-R Addre s: S I0 S I -5 r [Sate calf Special instructions: 4 Vvc�+( (A� il . RA �e� 5 t, f / 7 1 Date '/ a.m %ted f1 /9q p.m• Re ster: Fs Y C Cc P//ho��ne:/ 1r zob� U_ L'to, nApproved per applicable codes. I Corrections required prior to approval. COMMENTS: t' -6 cover multi a.te�ov��j 1 i. Ga rc`s e k--c. 04- . vl Gi `I I�. Ana �- ' IA 4 t� c6ttl cur- vv ,o, li IA q 1 ,Pec4) ai L &hr., 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: 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 Project: Typefof ins ection: A idress 0 to 1 S �- s Date calle// 11 Special instructions: \ Date wa tr/d((r 1q 1qr l f l p.m. Reques e : (t/ Phone N..: Approved per applicable codes. Corrections required prior to approval. COMMENTS: )ect• r' �; �/ Date:/ ©5/9 $42.0, REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION. RECORD Retain.a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1171..--039/ PERMIT NO. (206) 431 -3670 Project: Jf!/ frnspec eRios AdIwo— 7 l grA s / Date called: Date wr e� y 9 a.m. p.m. Special instructions: /,,y. q Requests+". i1 C y Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: /1 e5(41° $42.x0 R'' NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: // • iefr INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, TukwiladWA 98188 ..-- 1_31 / PERMIT NO. (206) 431 -3670 Project: epd..yit Typ f- inspection: �cQ adr Ss 1 Date cll. c, Special instruct' ns: Date wa .fr) l (tn. . Req1/4nt Phon,01(.0 .. 32r./{4,F04 pproved per applicable codes. Corrections required prior to approval. COMMENTS: n $42. REINSPECTION FEE REQUIRED. Prior to ins.ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSP TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 'I- OW/ PERMIT NO. (206) 431 -3670 Project: C / Typ�pf in e i [J7 A Date called: Special instructions: t. Date wa ted > /Cj� a.m. P.m. Requester: ll( Phone No.: plApproved per applicable codes. AIL Corrections required prior to approval. COMMENTS: 77N6, S ,able ,e.-6,5&1> A-49XX ge-/if-e/f.e7:44- P1 $42.00 ' EINSPECTIOIV FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: TO: FROM: SUBJECT: DATE: TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT File D97 -0391 Steve Lancaster North property li setback December 4, 1998 INTER - OFFICE MEMO On December 3, 1998 I approved a minor modification to the development permit for Roger Lacy's residence. While the approved plans call out a north property line setback of 15 feet, I approved a revision to allow the structure to be placed approximately 8.5 feet from the north property line. Facts considered in making this decision included: • At the time of this decision, considerable work had been undertaken by the owner's contractor to set and prepare forms for the building foundation in a location approximately 8.5 feet from the north property line. Considerable time and expense would have been involved in moving the forms to meet the 15 foot setback as shown on the approved plans. • The project site is located within the LDR Low Density Residential Zoning District. The Tukwila Zoning Code allows 5 foot-side yard setbacks in the LDR District. - • A spring -fed watercourse runs approximately 2.5 feet inside of the north property line. • The approved plans for the residence authorize the placement of this watercourse in a culvert in the general vicinity of the residence. • It would be preferable, from a water quality and a maintenance standpoint, for this watercourse to remain open as much as possible. The Tukwila Sensitive Areas Ordinance expresses a strong preference for avoiding placing such watercourses in culverts. • Mr. Lacy agreed to work with the City to maintain the watercourse open, as long as it does not pose a threat to his house or property. • Mr. Lacy's geotechnical engineer indicated he had inspected the site and determined the proximity of the proposed foundation to the existing watercourse creates no concern regarding foundation stability. This decision was made in consultation and with Building Official Duane Griffin and Public Works Development Engineer Gary Barnett. cc: Kelcie Peterson, i�ane Griffin Gary Barnett LACYSETB.DOC / /1 /I INSPECTION RECORD Retain a dopy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 206) 431 -3670 Project: / (_ Type of inspection: 6-19 Address; (• � /s�, � . Date called: 12, Special instructions: Date wanted: j 6W) /3 f p.m. Requester. Phone No.: )-710_215, Approved per applicable codes. I•J Corrections required prior to approval. COMMENTS: AU/74 6,7' ie-ehA6b/ 6. P407- D /3c ,�tp 1 Al $42.4 1 • EINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Pro ect: 1 (( -v.\ \ -u °(-c 1 Type o Inspe tion: )n \NJ' Address(: k. Date called / ■ e [/ Special instructions: Date wantec1:2 / / CI_____mil?a:111 L Requester: r +I Phone No^n a.._ Approved per applicable codes. corrections required prior to approval. COMMENTS: 0 / / D6 – 0 P1€voo • ,�� iot 4 Q ' 4 2 t e, /e efir i 40 F-1 $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of Tukwila Fire Department Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 'T7. G39/ c/ V' S " Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /3.1) Authorized Signature FINALAPP.'FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575 -4404 • Fax (206) 575-4439 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 Tel: (206)431 -3670 Stop Work Order No., NOTICE & ORDER All persons engaged in doing or causing work to be done are hereby ordered to forthwith STOP -WO pertainix to construction, alterations or repairs on these premises. W� S j 4 2jvl� Located at: b b Li1.�T i-1 C tJ"i 2 IL t4)4-7 14- 8&- df.Nr-JA/. s-( c_r7-0 uL.\ ■ tA 1/1/1--e itv-t 1/41 ( n1H-- 0-01,H INC't" Qr► 61"..-CCI VIOLATION: SI CORRECTIVE ACTION REQUIRED: Dr-c INAPct1/4)P4k Apply for a building permit within 15 days of this notice. 3 ❑ Remove illegal construction within 15 days of this notice & call for re- inspection. ❑ Discontinue use of structure or portion thereof ❑ Vacate building and secure against entry. POSTED ■ l 0 A.M. P. i%. BY �4S ..U�--� �w \ \\ NA /TITLE DO NOT REMOVE THIS NOTICE. WARNING: It is unlawful to remove this notice. Failure to comply with the requirements of this order or to cease activity shall subject the offender to a Civil Infraction Citation. Each civil infraction shall carry with it a monetary penalty of $100.00 for the first violation, 5175.00 for a second violation of the same nature or a continuing violation, and 5250.00 for a third or subsequent violation of the same nature or a continuing violation. Chapter 8.45, Tukwila Municipal Code • COPY RECEIVED Site Address: 51st Avenue South Tukwila, Washington Permit No: 17,703 9/ DEC 0 3 1 COMMUNI DEVELOPMENT Contractor /Owner: Mr. Rodger E. Lacy Sr. 4133 - 46th Avenue S. Seattle, WA 98118 • Daily Field Report Project 1041 -05 October 22, 1998 A -Team Excavation On October 22, 1998, The Galli Group visited the site referenced above to perform initial construction monitoring. A -Team Excavation was on the site excavating the second interceptor trench lateral on the slope, and cutting the building pad. The lateral had been excavated. Filter Fabric and washed rock envelope was in place and 4 -inch perf pipe was connected to the perimeter lateral at each end. Contractor was keeping trench open for City of Tukwila inspection. The Contractor thought that excavation for the pad was within one foot of grade. Slight seepage was evident in the cut face in two locations. I asked contractor to take picture of locations. Some sloughing had occurred overnight. Collected water was directed toward existing drainage and routed through vegetated area. Swales constructed last year appear adequately vegetated to control sedimentation and erosion to within pre - existing conditions. I discussed the following with the operator and A -Team foreman: 1. Perimeter silt fence and erosion control must be in place prior to excavating near the edge of the site. 2. Gravel berm with filter- wrapped envelope ( "burrito ") should be constructed at locations where silt -laden water is discharged from pad. This applies to temporary drainage from pad currently constructed. 3. Area around existing catch basin needs to be regraded to conform to plans, forming a shallow depression and armored with quarry spalls. Maple should be removed. 12 -inch pipe outlet must also be protected with quarry spalls. 4. When catch basins are installed, they should be outlet protected with fabric placed over wire mesh and covered with washed rock. 5. In discussion with owner and excavation contractor, the plan for the pad and footings has been revised to: • Excavate the pad to competent material and grade and then cover with 4" to 6" of crushed concrete to provide a working surface. • • • Footings may be excavated through working pad, bearing verified by geotechnical engineer, and then may be protected with thin (2" of crushed rock) layer of rock compacted in trench with plate compactor to provide working surface for placing forms and steel. • Front portion of foundation has been revised to consist of spread footings and high stem walls, backfilled and compacted on both sides with material after forms have been stripped. Exposed height shall not exceed 4 feet max when backfilled. This is to take advantage of short window of weather. 6. Contractor should construct the entrance for distance of 100 feet once it has been cut to grade by providing quarry spalls and directing drainage to a sump with sedimentation control. The contractor /owner should contact the Galli Group to monitor the following: ❑ Before covering up drainage laterals and connections for laterals. ❑ When pad is complete, before placing protective rock. ❑ When footings are excavated in order to verify bearing soil/before placing protective rock. < ❑ Before covering up drainage around foundation. ❑ To verify grading and condition of 3H:1V Cut Slope. ❑ To verify that TESC measures are in place prior to excavating near any existing drainage course, before anticipated storm event, and before leaving the site for the winter. ❑ The Galli Group should be present during construction of embankment fills or compaction operations. ❑ Prior to excavating the retention pond and during construction/placement of pond liner. ❑ Prior to construction of any rockery or retaining elements. ❑ If any earthwork, foundation, or drainage plans need revision, we should be consulted first. My cell number is 390 -6430 The City of Tukwila will also want to inspect various aspects of the construction. Sincerely, Paul L. Stoltenberg, P.E. Geotechnical Engineer 1041 CM01.DOC THE GALLI GROUP Geotechnical Consulting 628 N 201 Lane Seattle, Washington 98133 Phone: 206- 546 -890.1 2 12/03/98 • Z 97039/ 5; fr- S. DAILY FIELD REPORT • THE GRLLI GROUP GEOTECHNICAL CONSULTANTS PROJECT .d.Dfr /QCY Jai JOB NO. /6W-6S" FIELD REPRESENTATIVE 5 r L1.4--'/96W4 DATE /1- 6- > TIME ON SITE 94/5 Ate/ TIME OFF SITE P.'49,61.11 WEATHER C f <i • CLIENT /OWNER To. 4.- ,e? 6,4'4 Y CONTRACTOR c./ svG - ,4 7-4=e , ex,�Y.4 c.,Ar' CONSTRUCTION OPERATIONS c 4.q,, /nAro, C%A /n'4 OBSERVATION NOTES: C' N ri?•l e rvie Ae4S c"G.,oIYiL FTC © 2'517: c F e-744P D7'JYV4 .667171/4v0 /? -14,Ar 9 Je a"44." /7/4f /34 41 , IL/ ofeD .5"`.4 /c4 "/C4:- /S Ufa .�4L.�h�• x ,�� i,.rr6 7 ' _ //G a�S44"''D src 7,Fr 7 /oog/ // ,Zsr ,-r24I *r . /Ns'VG< rc%9 ('"a> 74a crcic' %" ,��4' .;�aGGZ, /) /iVs % Y E / ca 1,4,/, 7H of A( TT- 7'ao /1,7<.d4 E s /31 4.16 4 4v T /06; S/! ( de ie ' ,D, .co . 7.6h/ru v - ,Dd7'z i 4'h' P ,& 4')'4 A/64i N. ,414 ¢ .?e4,4..4" /Gr ,.! r/ ✓. //N//• r il9e a .T /i7, -• S,1 /✓,D 'N ?SAD A'44' . Cdz 4.$ he.Eav (--,07fii d 7e' cc"xc.Qvr9 S 411° 4,471i:0144 /11 MD 7i4 //Yrc., N .0? ;V&C W4 .' 44 74-1-4 Aten //Y /6 /M T, 4./ 5> -7:4E r�,�ZY1 e N.0 .D ,0,a s.4,v 1 4/veil? .is 6)/N-1,..,="? / .Tec,>>./'/Fii/T f4�4P ?,� 6 /�4i ' 'Mc� D 4"r. dc��/&c'eq //%UGc/r /fez. G- r.,40s ' , .3i►!rC/ /e7 /Ail/e4- ''cc /A /5"14 / L,4 7 /o.nf , 774'4 7a4 ? ("2/ ''LET.f Sr/r°7e/ s/G "' /""c „cow_ a.A' ,2 /ft7ycc• PX,U Wr ?,v c /7U,.gEzp /?kCg cat/4R' / r3'cF4 et? z �,4 v."4, s ?� . CC:J. -r�.rr GjALY BY White -Job File, Yellow- Contractor, Pink -Bldg Dept, Golden Rod - Client 411. 41•■■ • 2444A/0- K1 39 --79-9 76 3 V DAILY FIELD REPORT TS 9111) CONSULTANTS PROJECT ZA94,4- JOB NO. /�( " FIELD REPRESENTATIVE 57L r4t-7,6,e4, DATE F 7.' TIME ON SITE /61. Y6 TIME OFF SITE 1(.. WEATHER CLIENT/OWNER *:,T ;9,4 ("i"tirG )•'" CONTRACTOR CONSTRUCTION OPERATIONS OBSERVATION NOTES: c_e • e/ /1( e._ d2•Y‹-e., tioSA-P4- 7-Z4/6./0 ..5"&.iP. P.A46, Ave) c V/7+1‘ -C4/1.0-5 Ar" .1-6=7*/-1 s/z9ir 0-6-xe44e //v5--774 41c raro 2. ir,4e41,- 7- 67,1ST ft./ rcA.-xt ./ne .1:4eqe1/6 t•-) . 5 77 ) 7,'4 /)V 464] do.47 c:14/ r j7,2&""V .4s- 7- 4.1,47-AE,e2 erk) F.4CW PIZ"' 7?4./n/s c CC: BY White-Job File, Yellow-Contractor, Pink-Bldg Dept, Golden Rod-Client 3 /Vo. •/ DAILY FIELD REPORT PROJECT JOB NO. /64/(-05- TKE GRLI GROUP CEOTEcx 1CAL CONSULTANTS FIELD REPRESENTATIVE -5 1-614.7 rA / /3f= 'e4' DATE / /•• //- , TIME ON SITE / "'34 TIME OFF SITE /2 '/O WEATHER /M 4159F- CLIENT/OWNER .7.5 . ' S r - i ' ' C - ' ' J CONTRACTOR A' 7‘9,gfif C: r,'j ud.7'c / CONSTRUCTION OPERATIONS . v G/� , 77/ 1 Al //+',4err ...-- OBSERVATION NOTES: 144CrG'< g-gs �' �r,1 �cr /.� / /vs-- ':'t C #47A:.A/ G'e' /4( C Va. 4 /n'"4 hE 4r ' /i.ArCS " c4:,fe. d' U /1114. t',F /-S' G�/''C C= -! r ?C,ra`js //c/6 ,",/,1 / ci 6- g r14 / ('f 65(c efir. -cEPT kvG.sSic (Y "/ (A) (",-,;"Ne/2,. ..5-6l;4t./ YGg ,Se .4''670eic .O 7b G/4 f'' /7 Faia?(^4J. /v = Aac tA /c► /7'4,/03 /�1r�.!s✓T',/>'/a' y- z .� /n %�Er E le"r'c.r $, pac' i ccc 4 > St4 17J/4c- C'rE /J /A/r2 /4 ss=J/r4."4/v 7 re/g,, %)ir// r` 9 4/c 4 /WS, ) X 46,.6/ c�r/'4(iEC , eac. rEE7ED TN �/a.4G4S ,4N12 S /c.7' fc?"NME , 2) .44. 'k'r°' $4471,, joJG f eke Ei,2' c:s /7-44 /r✓ /mac .� rf►C 1'E" ' /"�raGl?t^, /E�j� ,574(e)e../4 O ,07414 41(672 4.1/7)=1 S`T�s�CJ .�T j�r/4'cE,S Sf�CX1G 9& cGv '4 '9 v /sQiw #Y. 31" C317-4x9,..5 -t / J 44/4/ .g- G:T 7" "?) , fit= /cif/ //^ 7-4-4 ..s^y `'') / 1,4, f tr rf lc. ,94,4/N.A4E S'7 S {-'Da' P /7' ri 6 fCx Ar7"crY 1 Ti; /Nrt✓ Atc4"t/t/e er 0,14,o/-446` (YC4"7 se) /Old ' 8 7704 r J vr✓c i‹cr //•Q 5C-'4601'4 /s #1/41 b/ /[I 9- eft 0T��f{. CC: BY �VG White -Job File. Yellow- Contractor. Pink -Blda Dept. Golden Rod - Client GG THE GhAEI, GROUP Georechnical I onsulting • • Site Address: 51st Avenue South Tukwila, Washington Permit No: -75)707-/ Contractor /Owner: Mr. Rodger E. Lacy Sr. 4133 - 46th Avenue S. Seattle, WA 98118 Daily Field Report Project 1041 -05 November 16, 1998 A -Team Excavation A -Team Construction has prepared the building pad, exposing native soils throughout. The pad stepped down about 2 feet at the northern half of the building footprint. The far northern portion of the pad revealed soft silty sand. Exposed native subgrade appears as silty fine to medium sand, and some portions of silty sand with trace of gravel. No springs appeared to surface or v'thin the pad at the time of our inspection. I discussed the following with the operator and A -Team foreman: l.. The northern 10 to 15 feet of the pad appeared to contain loose, soft, or disturbed soils that were also saturated from recent rain. I instructed the contractor to overexcavate the area and either place footings there on native, undisturbed, soil, or build up with structural fill. The owner was on site, and the decision was made to use imported material. 2. 1 instructed the contractor to wrap the imported, crushed drain rock with Mirafi 700X or equivalent filter fabric to prevent migration of neighboring fines into the area. After the overexcavated area is built up, the entire area may be covered with compacted, well - graded crushed rock as a working surface. Weather: cool, overcast Sincerely, THE G RO Paul L. Stoltenberg, P.E. Geotechnical Engineer 628 North 201 Lane, Seattle, Washington 98133 • Phone (206) 546 -8901 • Fax (206) 542 -7625 G THE AW GROUP Geotechnical Consulting • • Site Address: 51st Avenue South Tukwila, Washington Permit No: 97o 2W Daily Field Report Project 1041 -05 November 18, 1998 Contractor /Owner: Mr. Rodger E. Lacy Sr. A -Team Excavation 4133 - 46th Avenue S. Seattle, WA 98118 A -Team Construction overexcavated the site as described in last Daily Field Report. The northern portion of the site was brought to match the northern half of the pad utilizing well - graded, crushed recycled concrete, wrapped continuously in geotextile fabric. Over the top of the fabric the contractor was placing the recycled concrete for a working surface. The building pad was constructed as shown in sketch below: Qij WAY 5 rw,.45 * Go ELL AAAR'P, GQ uSKE D CS C.. 8a t i,4" 1■LA. -S'iv-Z , V Nasroneto alt. ...•', • f ...... • • 31 151 rt I discussed the following with the operator and A -Team foreman: 1. The Galli Group requested that the contractor compact the well - graded recycled concrete in 6- inch to 8 -inch lifts using a vibratory steel- wheeled roller. We asked the contractor to remove portions of the fill where more than 8 inches had been placed already in order to recompact the material. 2. I asked the contractor to compact the outside (west) edge of the area beneath the garage slab, and to add the well - graded recycled concrete to the already placed 2 -inch to 4 -inch recycled concrete in order to fill the voids. Contractor plans on bringing in 3800 pound vibratory compactor tomorrow to finish off the pad. 628 North 201 Lane, Seattle, Washington 98133 • Phone (206) 546 -8901 • Fax (206) 542 -7625 GG THE GAILI GROUP Geotechnical Consulting • • Site Address: 51st Avenue South Tukwila, Washington Permit No: ?� 5'7D39/ Contractor /Owner: Mr. Rodger E. Lacy Sr. 4133 - 46th Avenue S. Seattle, WA 98118 Daily Field Report Project 1041 -05 November 20, 1998 A -Team Excavation A -Team Construction has completed preparation of the building pad. The pad was excavated to native, undisturbed soils demonstrating at least 2,000 psf. From that point the pad was built up using well- graded, crushed, recycled concrete, compacted in lifts utilizing a 38001b vibratory steel wheeled roller. Other portions of the pad received a thin layer (less than 6- inches) of 2 -inch to fl- inch recycled concrete tamped into the native sand, and then compacted with the roller, in order to provide a working surface in the pad for the foundation. The building pad is now suitable for foundation construction. After the last 36 hours of rain, the site drainage appears to be functioning well. All subsurface interceptors are discharging clear water. The surface swales are directing water around the pad to catch basins or existing drainage ditches. The surface water near the top of the existing construction entrance (where a later culvert is planned) currently discharges onto the construction entrance and drains toward the cul -de -sac. I discussed the following with the operator and A -Team foreman: 1. Clean out and enlarge the primary sediment trap upstream from the existing culvert under the access road. Efforts should include the following: • Enlarge the sediment trap or sump area, disposing of silt and sand where it will not contaminate the drainage from the site. • Construct a gravel berm consisting of filter fabric - wrapped drain rock, armored with recycled concrete (2 -inch to 4 -inch clean). The trap should be maintained after each storm event. • Remove existing filter fence and replace with new fence downstream from the gravel berm and in front of the culvert opening. No water should leave the sediment trap without first passing through the gravel berm with filter fabric envelope and the silt fence. • Armor the side slope of the sump with 2" to 4" concrete and cover the loose stockpiles with plastic sheeting and sand bags. This is to prevent excessive siltation of the trap from exposed earth. 628 North 201 Lane, Seattle, Washington 98133 • Phone (206) 546 -8901 • Fax (206) 542-7625 1041 CM07. DOC • • 2. Add rock check dams about every 15 feet along drainage way from discharge of pipes to sediment trap. 3. Construct a small drainage way across the construction entrance that drains water leaving the site into a small sump surrounded with filter fabric silt fence. The sump should be on the north side of the entrance out of way of turning trucks. Hay bales may also be used to retain sediment on site. 4. All other exposed soils outside the building footprint should be mulched with straw for the winter. 5. Periodic maintenance of the erosion control measures and sediment traps shall be the responsibility of the owner /contractor. The site should be checked for needed maintenance or repair following every significant storm event. Weather: rain Paul L. Stoltenberg, P.E. Geotechnical Engineer Fu..T re.taz e-va4vel-- aetict4 1041CM07.DOC S4- " 5 PALLS (4R "p 40 la 'Tgoce 0.A SL.,Me 2 11/20/98 • -- 7ocr'f DAILY FIELD REPORT • THE GRLLI GRQUP PROJECT - P1O E4 `I• Y 7Z1/ 4//e6" JOB NO. /G <i/-6s FIELD REPRESENTATIVE S'7?.c TEEyec ' DATE It -/ - �$ TIME ON SITE /0- iO#44rTIME OFF SITE //.'e,44' WEATHER 17.4 4y CLIENT /OWNER 73'41•LEg 601,4Y CONTRACTOR CONSTRUCTION OPERATIONS /1gC!/vv27Yot/ /rr'M S GG OBSERVATION NOTES: 1�� /Y4.g77'oN CoPS/ 77T4tC , . �,4 Srr�- CON -r7 tl, Tf,4/ "04/!r.e. 04Jtvv/q /fofp e4cc ESP 7O 444u' 7-64' t' 4 "/rY 7Z(4T d2•CS 4/arib / 04 /6/n41/ /WO COW57774/4 re'/) A4N.v mac rtv 4rcmf e i s NEL 6' sAC4 .4164//Y r Lair Gilt GJES7' sfOF -3' ry ,r ojY ^foam- ew.a rep /4E',''G'6 c LGo4gc'D ZOYAM4444.. Nerpc/E Sat. Z Yol/s ilr,N6 Z 46 aaC CG4/s7'c/G rep Pitt) 16/.1554' l/ /stair IN b *f i4�c►.QS //. �f,�ayVtt' ow,%k' t� 1 fiiN�O /KW Z® Coge f-6e 1 :/t or .4/Le %G�t.rf id ,9r/ .6. , r�� d���� rte ZerlA,S1 r �r � rdiS frikp sit 4AL /'40.<4.-,?4,41,41 />1/24# co:eCCIP ge.r_x2-ti ter/14 _ .c/ /s 4a //e07 /1 7�` Y� c aci il�atir T C c%hC 0 Su7 CC: White -Job File. Yellow- Contrantnr Pin4 -Rlr4n LACY RESIDENCE Tukwilla, Washington • Wind Shear Design September 1997 o1o\ Submitted By: Jeffrey D Paradee, P. E. 31602 45th Place SW Federal Way, Wa 98023 -2188 253- 838 -5466 ; " -73I5 RECEIVED CITY OF TUKWIIA .WAY 1 6 1999. PERMIT z Wind Shear Design Assumptions: Exposure B Basic Wind Speed = 80 mph from UBC Figure 16 -1 Non -rigid wood frame construction -- Method 1 (Normal Force Method) Maximum building height above surrounding surface = 26 feet Wind Pressure = P = (Ce) (Cq) (qs) (Iw) Ce from UBC Table 16G 25' = .72 26' = X using interpolation 115=X1.04 => X = .008 30' =.76 Therefore Ce26 = .73 Cq from UBC Table 16H 1.3 horizontal in any direction 0.7 upward - qs from UBC Table 16F 16.4 psf for 80 mph windspeed Iw from UBC Table 16K 1.0 Therefore: P = (.73) (1.3) (16.4) (1.0) = 15.6 psf horizontal load and: P = (.73) (0.7) (16.4) (1.0) = 8.4 psf upward roof load Ccijc & A .i J. Zto0 et di ,S,Th Alto, (Jo (z ) t% 61S) - ( LB 0->) - yz(�S I�SS - 13(,,s = I C9zo,Es- l &2( 7 2 LI ( - (p3,8 - col F+ = roAc9 locate._ A r e t k _ 2 ? 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Cute c}C 6L-1 X 30) ''i t- 7) 1cL1 jCVlac �XI(-Xg,Li) 23i Cc 1\4CUncit (-))(8, (1)- 10,6 L Crc SL..& / C I. 13) g<<I o )-26Ltk)ic, I asy. v. /1)64.8, = a8 6 AA6L-CAUCJ ,i/te-IL&Aci rvo �-• Jabot-irk] S 9 B 8, Li P 1-13`i , 41 - uaz s t.A.,pscti, H z ..e 4,1.A.,1 Act tin ,tu, zkA HI areAti at t:A. /1 M L ri et z G i., cr : q)k8,a - I7SU x,10 -fin,.. o Q /\ cuL.. t C (4 Its 3)L8,q\- 13831 (0 3-X8.y)=(al,6 Ca s ,S r as 03,Q) ` s3•sS t i Qstsiei) - (128,k- • administrative policy k.c. b.a.l.d. • subject: Lateral Bracing - R 3 Occ.Dancies number R 2 89 ( ) eff. date 01/6 /89 supercedes no. /date N/A page 1 of 3 index subject Bradng publication /date 1985 U.B.C. section reference 2517 (g) 3 type of ruling Admi_nistrat; ve • authorization sect. 105 appr ved by /date 0 (division section) 1. ary G. Kohler 1/16 /89 Manager, Pesicential Products 2. 3. • policy description Tests =ducted by the American Plywood Association dated December, 1988 provide sufficient evidence to prove 3/8" APA PS 24/0 rated sheathing on a 16" r ir±min width wall is at least equivalent to 48" wide w-w1 1 s of 1/2" C,,pson Wall Board provided it is irsta11 d per the attached drawing. King County Sullding 6c Land Development Division Parks, Manning are Reso,r s Department 3600 • 136th Place Southeast Bellevue, Wuxi -host 98.706.1400 toLtCy R2 -s9 2 x a 70? PLAT (4,4 MIL1. NAIL Sil,EA ► rIk!C, TO 14:1.MYE.Z _ i 3`t 0.0 ,B,\,1.I, . APA RAT-t) S1�EATN \NCB 3 /5" 24/0 EA?. -- 511i.PSO1.1 D7A OR EQUAL (2 EP Tr [L. •2- 2xSTUDS h. NAIL ShEATA1t464 TO EACA SZ UD 1 8d .N AILS AT • 3" o. C • ALL PLATc` HEAD . S -t STUDS... 3- 2z PLATES . N ML TA i TO EACH PLATE MINIMUM LATERAL --RESTRAINT PANEL DETKI 1 . - - -- King County Building & Land Development Division Pars, PLa.-tn:^. and Rrsaummi Department 3600 . 136th Plax Southeast Bellevue, Whig 58006-1400 To 1. 41.7 RZ -89 2,44 TpQ D� 3/` 1 24" t1N, 0 • 'i1 t�A►� cAS- \•-riING rc :1' r 3' 0•C. 3 ,\Ni . r1PA RATED S-1,Ti1`1I %51 R.I. h 24Jo Slt11)5o4 D� - - -- OR E.01)AL -12-E � - - - -- 1 '-1 - 2x STJ 1�5 I'i 2 • — AFL Sit t t.16 I'I :\ STUB I :1' • ad N M1..S P- Sa D.C.. M :1- `: 1:!: }' �s.. "'S S'V DS a: • 11 2 -24 PLATES SA�1 14G i -\CA PLATE 1 241 LIVTERAL RESTA\rT PEL bETML2 s al ult- a f_ 4-W � ∎C aJJ i o - 45 V < • e1 O. N 6 W NJ • a° L.L - 2"9 "10P PLATE 4 1/2'1 A.B. 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O Q r -C C7 C7 Q \ Q r7 ro L - s = N 3 C1 U N N O -0 14 \ \ \N N 0 — •■- C••) OG O O O - _ •--� G1 b O C• 1s) C 1) •c•- Z t17 tO C •■4 0 0 0 r■ 1.0 tt) 117 t0 N •--4 O tt) tt1 c) t17 co tt) C71 U 0 N N v v N • •-•• CO U 0 3 0 Oats C7 t.7 t• CO b b b to d tt) O co C° 01 • O U C +� r• -r Cr) Qm.-, N 0 ro _013 tO ct •--■ N N Ch X E O N N C▪ T Q O C t.y r•• O O O . -. r•••• 1.11 O ••-■ N N C tic tt) O t1) t1� O re) t0 N -4 0 tt) 0 0 •• 01 to r• C O O Cr) C N t0 Lc) to t• C v v E • U E U E 0 0 0 0 .0 0 U U U C r') C7 b b b c30./ O O v° N / w •■••■••■•1 LC) tO X ro E 0 O 0 0 r'1 1.0 r•••• T` tt) —4 N C7 O tr) tt) CO 01 r• t•) N tO at-) O tr) .-•• —4 O t•) N Ill co tr) tr) —4 - t--- • N . •--• M - ••••• t7 C ✓ v E U • E U E U O O O O O O U U U C t*) t•1 b b b CO C°..• CO t?d CO L., 0.. ▪ O • \ C z CO N rr) 1.0 •• to t0 ••• CO 01 O. (grid pattern) at C • 0 C ++ T 0 0 - r- 41) 1 •1-J C ) C 0 N III T L • N O N 3 t -0 0 3- ro N 0.1 C1 0'0 •-• C C-.0 CO ,[ v U V1 0 C) 1.01 b .0 I'D X CO. an • N E D •n co .0 C) C) C) 4 rr T 3 0 0 L 0 0 CJ 10 -10 '0 0 rfl T+» C) 4••CC ro -0 t U N N N T r r •••• r- T T X 0. r7 ro C 0. C i ro • t tt- t+- E +� r 0 0 m T ro C1 • N N-0 X 3 b 0 0 0 i C) N L L C) ▪ T vt L O O ea C1 0 3 3 CO $- =}- -$—t •• N r-1 C ✓✓ ✓✓ .(` 0 0 0 Q 0 0 0 0 0 0© 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 etc Wall sheathing = 1/2" gypsum wallboard Choriz. application) . Wall width = 48" Stud spacing = 16" oc Fastener type = 5d GWB nail Edge spacing = 7" oc Interior spacing = 7" oc (blocking at horiz. joint) Ultimate Load = 910 lbs cn v 0 0 J APA WALL BRACING TESTS Test Number 1 } , .2 .3 .4 .5 .6 .7 .8 DEFLECTION (in.) .9 1 Z. G 0 0 C 0 0 0 0 0 0• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1f' Wall sheathing = 1/2" gypsum wallboard ( horiz. application) Wall width = 48" Stud spacing = 24" oc Fastener type = 5d GWB nail Edge spacing = 7" oc Interior spacing = 7" oc (blocking at horiz. joint) Ultimate Load = 810 lbs 0 3000 2000 1000 0 0 .1� APA WALL BRACING TESTS Test Number 2 • .3 .4 .5 .6 .7 .8 .9 DEFLECTION (in.) 1 • 0 0 0 0 0 0 0 0 0 B e O e• O• 0 e 0 0 0 0 0 0 0 m 0 7 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 48" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 6" oc Interior spacing = 12" oc Ultimate Load = 3810 lbs 0, 0 3000 2000 APA WALL BRACING TESTS Test Number 3 DO '1000 0 0 .1 .2 .3 .4 .5 .6 .7 .8 .9 1 DEFLECTION (in.) 10A- (.' 0 0 0 C O O O O O O O 0 0 0 0 0 0 0 O G O Q U 0 O 0 0 O 3 • Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 32" Stud spacing = 16" oc Fastener type = 8d common nail Edge spacing = 6" oc Interior spacing = 12" oc Ultimate Load = 2420 lbs (max.) 3000 2000 0, .n 0 0 1000 0 APA WALL BRACING TESTS Test Number 4 dim dm 0 .1 .2 .3 .4 .5 .6 DEFLECTION (in.) .7 .8 .9 1 0 0' C 0 C C 0 0 0 0© 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (�. I Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 4" oc Interior spacing = N/A Ultimate Load = 2610 lbs cn 0 J 3000 2000 1000 APA WALL BRACING TESTS Test Number 5 IND Ow .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 1 0 6 0 0 0 0 0 0 0 0 0 0 O • 0 0 0 0 0 0 0 0 0 0 0 0 0. 13/1-7 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows) Lnterior spacing = N/A Ultimate Load = 4170 lbs 3000 2000 0, 0 O J 1000 0 APA WALL BRACING TESTS Test Number 6 0 .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 1 0 0 0 O D U U O O O 0 o• v• o v o C v v u v J o e J 'J ,.) ILy( Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" (with 4x12 header beam) Stud spacing = 24 " oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows)(1) Interior spacing = N/A Ultimate Load = 6250 lbs (1) 3 rows at 3 -2x bottom plate; field nailing @ 3" oc (grid pattern) at 4x12 header beam. 3000 2000 o, 0 0 0 1000 0 APA WALL BRACING TESTS Test Number 7 0 .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 15/ Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" Stud spacing = 16" oc Fastener type = 8d coa =on nail Edge spacing = 4" oc Interior spacing = N/A Ultiaate Load = 1700 lbs . APA WALL BRACING TESTS Test Number 8 • %• J v e. v t; v 1 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" Stud spacing = 16" oc Fastener type = 8d common nails Edge spacing = 3" oc (2 rows) L-iterior spacing = N/A Ultimate Load ' = 2730 lbs 0, 0 0 J APA WALL BRACING TESTS 3000 Test Number 9 2000 1000 .1 .2 .3 .4 .5 .6 .7 .8 DEFLECTION (in.) .9 1 icy 11/ Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" (with 4x12 header beam) Stud spacing = 16" oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows)(1) Interior spacing = N/A Ultimate Load = 3550 lbs (max.) (1) 3 rows at 3 -2x bottom plate; field nailing @ 3" oc (grid pattern) at 4x12 header beam. APA WALL BRACING TESTS Test Number 10 11 %G- J C��x� 6.- IL(j) 4 Zx`tiS )Z I�Z(7csy_v‘) rt ktzC71< /`?s) i- Ca-i x?) -,- 25,s , i t`l —, 3,>> 16 rte. VZ 3S47) -I- Ca,S k Ll) -t- yZ (5 i_ 8, -t I cy;) T \rz...0 0, s-y z0) '1,2.-s- 3-1 int s l O'S- 10k II) = I i Z3. c k- Sow l'I.ails: _,C4 1k0 ?31,5 'rZ(ysx )t) Czo,SK 1?tS) C3ts4 ) cs t1c k1- +- ��? i�S+ IgtS)( 3,5) f ?zCL-ItSx /.S) t YeitZz 7,5) = ins,??s- -1(2C 5 (1,2S I� sue, I z� (.0 IaSbc-t/ ()Sc- oal-)tc, sc� ,acjAbidc 300 A1A 3Ubl5 4 fir:. 1 _ :. 30-fi" 3-r 3,5--t lo-t- 'j - 5D f S I Le -7 C-C LL)1,,,ck slAnor ,AtearucCu_ c /7s, LZL. Q r'LLc i;, noo .127.1.. LC v. Ca- Cl tCDi .31\ hsco:,), S 2_20 1 75 r.) S `1, a(361.r, ■•-ty:,- Pa asO 3.2i '39o0 "wis4 d\-e- AA1 Loo. 8 cuct E Lt `IOC Li/ cLCc nral-Az. cS.c_c3 Lr VCDX eu,\LLI:r.Z OI T Y OF .L'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-15 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM ' PRESCRIPTIVE APPROACH 1. HEAT SOURCE: ( a 5 (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE NO MANUFACTURER FRAME MATERIAL MODEL it SIZE U -VALUE AREA S.F. i---1 _- a , b.) 1 /uOic1 ro SSG cI , TOTAL GLAZING AREA 4—> (add entire column) 7615.5 TOTAL GLAZING AREA 7q5.5 TOTAL CONDITIONED FLOOR AREA S.F.. CP 4 S.F. x 100 = PROPOSED GLAZING PERCENTAGE ■ The proposed glazing percentage must be less than or equal to the glazing percentage listed under tapiE ) prescriptive option that is selected. 011' O;- TUKVIill..A D41-nS411 DEC 2 J. 1997 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements wllhout exceptions or substitution. Design drawings must indicate all applicable requirements from table. Ving AU, OPT I 0 OPT I I dad OPT III 0 x ei N1%40 W n+ OPT IV ''i`o ane "heat. um s OPT V 0 OPT VI* OPT VII* 0 0 M /AC..A FU E Glazing max: % of floor U -value 2 Door U-valuc (R- value) Ceilings: with attics vaulted Walls: above.grade below grade interior 0 F exterior Floor Slab on grade > .78.. 10 %^ 0.70 R -15 R -15 R-10 R -10; T> >.78 12% 0:65 0.40 (R -2.5) R -30 R -30., R -15; R -15 R -10 R -19 `. R-10 '21% 0.75 0:40. (R -2.5) R -30 R -30 R -19 • R -19 R-‘10 R ;19 0.65 0 :40 (R :2.5) R -30 R -30. R -19 R -19 R -10 R -19 R -10 ' >.74. 21% ..:. 0.60. 0.40 (R- 2.5) R -30. `. . R-30. .. R -19 R -10. R -19 R -10 >178 .. R -30 R -30 R -19 R -10 R -25 R -1.0 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. VIEW:( or Oicial use onlyj ' f Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option choice. Notes: may be a better Approved by: Date: fECEEVEL7 CIT'( CA', i UKWI! T [SEC 2 9 1997 PERMIT CENTER ::y':7.)/: ?97 03:53 WINQOWS ROOM ENTRY ENTRY LIVING LIVING LIVING LIVING LIVING DINING bINING NOOK NOOK NOOK NOOK NOOK NOOK NOOK NOOK NOOK NOOK GREAT GREAT GREAT GREAT GREAT OFFICE OFFICE OFFICE OFFICE SEWING 5EWING 5TAIR 5TAIR MSTR BATH MASTER 206 -35: -6429 sIZE ARMSTRONG LUMBER Cr PAGE 02 LACY RESIDENCE GLAZING SCHEDULE 12 -15 -97 MAWR FRAME TYPE AIR aA5 LoE 'U' 1' -6" X 6` -0" MILGARD 1' -6" X 6-0" MILGARD 10' -0" X 5-0" MILGARD 2' -6" X 5' -0" MILGARD 2' -6" X 5' -0" MILGARD 3'-0" x 5' -0" MILGARD 3' -0" X 5' -0" MILGARD 3' -0" X 5-0" MILGARD 3' -0" X 5' -0" MILGARb 2' -0" X 5 -0" MILGARb 2' -0" X 5' -0" MILGARD 2' -0' X 5' -0" MILGARD 2' -0' X 5' -O" MILGARb 2'-0" X 5-0" MILGARD 2' -0" X 5-0" MILGARD 2' -0' X 5-0" MILGARD 2' -0" X 5-0" MILGARD 2' -0" X 5-0' MILGARb 2' -0" X 5-0" MILGARD 3' -0" X 5' -0" MILGARD 3' -0" X 5-0" MILGARb 3' -0" X 5-0" MILGARD 3' -0" X 5-0" MILGARD 3' -0" X 5-0" MILGARD 3' -0" X 3' -0" MILGARD 3' -0" X 5-0" MILGARD 3' -0" X 5-0" MILGARD 3' -0" X 5-0' MILGARD 3' -0" X 5' -0" MILGARD 3' -0" X 5-0" MILGARD 3' -O" X 5-0" MILGARD 5-0" X 5' -0" MILGARD 5' -0" X 4' -0" MILGARD 3' -0" X 5' -0" MILGARD VINYL PICT YES YES YE5 .30 VINYL PICT YES YE5 .YES .30 VINYL D.H.V. YES YE5 yE5 .33 VINYL PICT YES YES YE5 .30 VINYL PICT YES YES YES. .30 VINYL S.H. YES YES YES .33 VINYL S.H. YES YES YES .33 VINYL 5.H. YES YE3 YES .33 VINYL S.H. YES . YES YES .33 VINYL PICT YES YE$i YES .30 VINYL PICT YES YEi YES .30 VINYL PICT YES YE:', YES .30 VINYL PICT YES YEi YES .30 VINYL PICT YES YES YES .30 VINYL PICT YES YE5 YES .30 VINYL PICT YES YE,'i YES .30 VINYL PICT YES YES YES .30 VINYL PICT YES YES . YES .30 VINYL PICT YES YE1; YES .30 VINYL S.H. YES YE;; YES .33 VINYL S.H. YES YE;i YES .33 VINYL 5.H. YES YE:i YES .33 VINYL S.H. YES YES YES .33 VINYL S.H. YES YES YES 33 VINYL S.H. YES YE5 YES .33 VINYL 5.H. YES YES YES .33 VINYL S.H. YES YES YES .33 VINYL S.H. YES YES YES .33 VINYL 5.H, YES YES YES .33 VINYL 5.H. YES YES YES .33 VINYL PICT YE5' YE5 YE5 .30 VINYL. PICT YE5 YE5 YES .30 VINYL PXCT YES YES YES .30 VINYL 5.1-1. YES YES YES .33 AREA 9.0 9.0 50.0 10.0 10.0 15.0 15.0 15.0 15.0 10.0 10,0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10,0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 25.0 20.0 15.0 RECEIVED • CIiYC)F wf.IA,fLA DEC 2 9 1997 `i. 206 -35i -6429 lhWs coNT. ROOM SIZE MASTER MA.5 R MASTER BED #2 BED #3 BED #3 BED 04 BED #4 BED #4 BED #4 BATH #3 Q RO©M DINING GREAT STAIR MASTER §KYL iES 6' -0" X 5' -0" 3' -0" X 5-0" 2•-0" X 5-0" 3' -0" X 5' -0" 3' -0" X 5' -0" 3' -0 ". X 5' -0" 3' -0" X 5' -0" 3' -0" X 5' -0" 3' -0" X 5' -0" 3' -0" X 5' -0" 2' -0" X 3' -0" SIZE 8' -0" X 6'-10" 8' -0" X 6' -10" 3' -0" X 6' -8" 6' -0" X 6' -B" SIZE NOT APPLICABLE ARMSTRONG LUMBER 00.. PAGE 03 MANUF FRAME TYPE AIR 6AS LoE V AREA MILGARD VINYL PICT YE5 YES YES .30 30.0 MILGARD VINYL S.H. YES YES YES .33 15.0 MILGARD VINYL PICT YES YES YES .30 10.0 MILGARD VINYL S.H. YES YES YES .33 15.0 MILGARD VINYL 5.H. YES YEs YES .33 15.0 MILGARD VINYL 5.H. YE5 YES YES .33 15.0 MILGARD VINYL 5.H. YES YE5 YES .33 15.0 MILGARD VINYL S.H. YES YE5 YES .33 15.0 MILGARD VINYL S.H. YES YES YES .33 15.0 MILGARD VINYL 5.H. YES YES YE5 .33 15.0 MILGARD VINYL CASE YES YES YES .29 6.0 MANUF FRAME TYPE AIR GAS LoE if AREA MILGARD VINYL MILGARD VINYL THERMA -TRU METAL THERMA -TRu METAL S.G.b YE5 YE5 YE5 .31 54.6 S.G.D YES YES YES .31 54,6 FRENCH .40 20.0 FRENCH .40 40.0 MANUF FRAME TYPE AIR, SAS LoE 'U' AREA TO- TAu GLAZING AREA = 793.5 SQ. FT. AVERAGE 'V VALUE = .3334 Ri=g: Ei' /E.) CI TV e:. TUiC ILA DEC 7. 9 1997 crNTER 4 J Q • J LACY RESIDENCE Tukwilla, Washington Wind Shear Design September 1997 RECEIVED CITY OF TUKWILA DEC 121997 PERMIT CENTER CITY OF TUKWILA APPROVED 15 Submitted By: Jeffrey D Paradee, P. E. 31602 45th Place SW Federal Way, Wa 98023 -2188 253- 838 -5466 Pq(,00I� D01-1-03q/ Z/L Wind Shear Design Assumptions: Exposure B Basic Wind Speed = 80 mph from UBC Figure 16 -1 Non -rigid wood frame construction -- Method 1 (Normal Force Method) Maximum building height above surrounding surface = 26 feet Wind Pressure = P = (Ce) (Cq) (qs) (IW) Ce from UBC Table 16G 25' = .72 26' = X using interpolation 1/5=X/.04 => X = .008 30' = .76 Therefore Ce26 = .73 Cq from UBC Table 16H 1.3 horizontal in any direction 0.7 upward qs from UBC Table 16F 16.4 psf for 80 mph windspeed from UBC Table 16K 1.0 Therefore: P = (.73) (1.3) (16.4) (1.0) = 15.6 psf horizontal load and: P = (.73) (0.7) (16.4) (1.0) = 8.4 psf upward roof load CoScAJ 0,1, P. A occb et CP / r &rib Alto, : CID ? 61S - C z t, (9,$) C g fc3os) - ' (-C7,Ytzq)3(s- ya( - 13 (2 (S - 2 LI t ( - 6 3, 8 - ci t ti I C. zo, Es 1 &2( Fic Abloccck_ Am. _ (69, ?('r- i21O (3,s1)) - 1(2_ 7�� ia-�z� s) - C Lfox 3s - 1(z(tt)(72,3-i►o) - 't(tZ)(9 = 22_92t2S - S ?cs - 133.1 - ILLU -6s-8f _ I Ba o, 67 S To{u I `ace ' SCCU I (9 at k pSc 0?sa£38 Fi IBa1 ISt(Psf = 028`f0f To-fat t-buL VLL( L QQ .a.txxactlet ,tit c e S C j : -1- 4 (,S t (, -f I I S - 1S-4 -4 ( t s -f 2 1 2 al 2 = zSLS c i s L � -t 4? t s a ?i S -f(-11 z= 8grst T-1-04vIr c) t IO 5 t 4 s+ y,s-t ea,szfi 1Y1� 145 wd c ,e\ CedascllMg k /2.11)X pLIGOCotf a e a 4''GC_ w l 2-2 (i4sul Hbozcm0t-at \J U Go d &Aa.E (acct Sat l' 5 se c Et. .,, e n X) 7 /11100E 20 e acoiol s = /3os014 , L 719b0 a 5a8& L _ Lack,, e dab 3 = -1.c1604 0-Qe 2-q' sec - ccv., .44 S Lee crsopLe _ e-/ DcDt RoJ ,SLR. k 9D5 _ ASS 4.ANJ011s"-^ A« P c ect .. ,48" (( be O C,U.JJ 09 e q''o_ but M com ncu) 11�c�'I Loc csb:AA G 6canetc/ Oqx 3D) + (car?) = spa Ff *8‘,1 L]34 sib CVttxc L 6). x yi(8, U) 23q t - tae s so" H z ,w1 Act .eAAcQ E h ettemi o t QuA �C\k)‘SC E *OK ^))( ?»()- 10,b16 6MCnaZtAAq: Lco- S1 / CP— wt.-mei rc.x�.. .$N — la(9O of cree C13 (3) *$'`i- 1L12D4P+, J 8(<t » &Lt616-1 /46'4_74 4= 138 616 W A4 (CaS)1l�z� o Clams q) k 8, q - 17SG . o M Q /v‘a ur (4yss{3��gLCO 13$31 (d 3)x8,v)= 6ali6 k. I S V X 1 '9) s3.S (128, - 1 0\4 e c ck ,eitAc9 x u,,.� ��► cylae.A puci Q9- d p la �\\ co. /-I6 cih'`is a vc1od . " • administrative policy k.c. b.a.l.d. • subject : Lateral Bracing - R 3 Occupancies number R 2 ". 89 ( ) eff. date 01X6 /89 supercedes no. /date N/A page 1 of 3 index subject Bracing publication /date 1985 U.B.C. section reference 2517 (g) 3 type of ruling Administrative authorization sect. 105 appr ved by /date (division section) 1. 11-y G. Kohler 1/16/89 Manager, lesidential Products 2. • 3. • policy description: lests conducted by the.Anerican Plywood Association dated Deoerber, 1988 provide sufficient evidence to prove 3/8 "- APA RS 24/0 rated sheathing on a 16" minimum width wall is at least equivalent to 48" wide 'walls of 1/2" Gypson Wall Board. proviced it is insta114‘d per the attached drawing. King county Building & Land Development Division Parks. Planning and Resources Depatrnent 3600 136th Place Southeast Bellevue, Washington 98006-1400 ?oL'CY R2-8°I 2%11 ?OP PLATh- d X —0 NAIL S EA T IW i TO :I:I APA R■T">=D SNEATAINC7i 31,1' Mi 1, • /a /o Ex?. 1 — 511'1.1)501\1 D7A —OR EQUAL.. (2 EA) .1 .. 2 - 2X STUDS - NA�1L A-f 1NA. R • TO EAC4 SI UD • 1, MINIMUM LA7ER4L - RESTRAIN bETk\L1 .. - -- 56 .NAILS A o. c , ALL PLATES HEADESS •t STUDS 3- Zx PLATES . NAIL SRE.ATt11t1G TO EAC4k PLATE PANEL. King County Building di Land Development Division Parka, Planning and Resource. Department 3600.136th Place Southeast • Bellevue, Wa.hingtat Sb006 -1400 ?oL■01 ti R2. -81 ' 1J-4 Top 024" 7 ��:L SnEA-r�1Nc; o .1. :1: 4EAD'.R iAr 3' O.C. B .\:-.1. PA RATED 5 \ fl I.`16; 5/5' h11\1. • 24/0 •1 '-;- 2 -2x smi !�--- Avt... si1a 116 .1.1 1:1 e,d. NRI_S Pt-7 � II 3a O,c, ALL `S SiriP5Ot,1 ND� ��: -• SUDS O R E.oU AL- (2- .ER�_ - - -_ -11 :114 •��. it + 2 -24 PLMTES -L '' —• <t� IL S�1 �Ttk 1 G 70:5A CA RATE 1! 1 241tkCA LAZEQM_ RETANT PM.1EL bETMLZ. • • 2 1 TOP PATE 2 r w 8 a-2 W a JJJ a FT • : I' 1I �.r 2 '�� Z - W ? d 0 W t E 6d?otv3F. �UP$800QQ6 r O J a _ 0 GI 2 N T c o 2 JL m a o O u 4 300cn '/z' 1 A.6. 7' IMBEDMENT rui W J O ® CONTINUOUS FO61046, cr- 4 W cle 4 � J • W J AMERICAN PLYWOOD ASSOCIATION TECHNICAL SERVICES DIVISION The following information is suggested to help you prepare your own design, and no responsibility can be assumed by AMERICAN PLYWOOD ASSOCLATION. Our calculations and /or sketches are based on the use of APA trademarked panel products. 2 -2X ''q° PLArreS le." Mf . 9ortorv, Pt,RTes CtJA(c, rO Et t re) N 1 ticTL::'MAGN<<tiC,kr1ON Cr TleOCu.)rJ LQI4kO DU r0 h RI-NW° Cr- WA u. ({1 t you mAy,) W AR Form 400 4/88 2-2 SrLas (NA (L, Swi -A-T44 iN& L`-�4 Ci4 5TuO) TediAh4 Al 04014 CA, C ;ups 70 a--5(57 Vice1,70.4t)(NC7 c6 0774 Si 003)1 �i ADEC; X2/7/19 S L1 AMERICAN PLYWOOD ASSOCIATION TECHNICAL SERVICES DIVISION The following information is suggested to help you prepare your own design, and no responsibility can be assumed by AMERICAN PLYWOOD ASSOCIATION. Our calculations and /or sketches are based on the use of APA trademarked panel products. Ff 4`417. rt.A r4 A 1,Tt 5 K 4Tkrucr. .¢ /c (M iN. )/ exp, 2. Nib(. W(/ add c2M G 3`t.p c Er4Ct4 S *Cu4.:) L, Ar .J F I L� NI4 t .W4 #, "E c (41Lt L)) CN 3 6444 M Ole 7.4 2g'takie C NAu._ S ukATc-c Nct `rC E P,.'Are ) F�tr -�Q MatL 5N(Gt Vi �NC7- �✓ i3�1AII•A ;74)S (■AlL Seca (ut, - `rD EeC SY�D itt zv Anecti.crt CA, i l r°S TD i t ST' C V0it LflM 1� C� cr44 ' rt'o5 ) a NoiC hNIA6,Qii:-.ICA-Tt0/V "Cit TaAeo N Iva- 7 w�-to GF w4 u. 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H r +1 .1' .0 ea 0 r +) X d H • N E •c c e0 L Cu C) C) 4 4— r 2=0 L O C) c -0 70 O C) f0 e0 t R) N N Nrrr .- .r-r•r X 0. e0 e0 •�0.cc e0 • t '- 4• E + � r 0 0 e0 •r e0 O C = 3c "0 0 0 0 L C) N L L C) LA L O 0 n7 m033C) 1- 2i —t-= •--• N c•') er ...-vvv C,000000000000000000000000000003 ef n Wall sheathing = 1/2" gypsum wallboard (horiz. application) Wall width = 48" Stud spacing = 16" oc Fastener type = 5d GWB nail Edge spacing = 7" oc Interior spacing = 7" oc (blocking at horiz. joint) Ultimate Load = 910 lbs • 3000 2000 c) .0 O J 1000 APA WALL BRACING TESTS Test Number 1 • • • ,-13•23 1 .2 .3 .4 .5 .6 DEFLECTION (in. .7 .8 C 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wall sheathing = 1/2" gypsum wallboard (horiz. application) Wall width = 48" Stud spacing = 24" oc Fastener type = 5d GWB nail Edge spacing = 7" oc Interior spacing = 7" oc (blocking at horiz. joint) Ultimate Load = 810 lbs 0) 0 0 J APA WALL BRACING TESTS 3000 Test Number 2 2000 1000 0 • 0 .3 .4 .5 .6 .7 .8 DEFLECTION (in.) 1 00000000000•••0•0000000000003 X01 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 48" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 6" oc Interior spacing = 12" oc Ultimate Load = 3810 lbs APA WALL BRACING TESTS Test Number 3 3000 lor , .3 .4 .5 .6 .7 .8 .9 DEFLECTION (in.) i; 0( O 0 V V U V 0 O© P V V v v V G7 v V V V v V v V V v Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 32" Stud spacing = 16" oc Fastener type = 8d common nail Edge spacing = 6" oc Interior spacing 12" oc Ultimate Load = 2420 lbs (max.) 3000 APA WALL BRACING TESTS Test Number 4 os 2000 •. o Q - J 1000 ,: 1. 0 0 L. .3 .4 .5 .6 .7 .8 .9 1 DEFLECTION (in.) C ©O C O C C O O O O O O O O O O O O O O O O O O O Q O© O rah Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 4" oc Interior spacing = N/A Ultimate Load = 2610 lbs 3000 2000 0, .a 0 J 1000 APA WALL BRACING TESTS Test Number 5 • .1 .2 .3 .4 .5 .6 .7 .8 DEFLECTION (in.) .9 1 s C) ® O A 0 0 0 O O O O 0 0 0 0• 0 0 0 0 0 0 0 0 0 0 0 0 O._ 13/0 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" Stud spacing = 24" oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows) Interior spacing = N/A Ultimate Load = 4170 lbs 3000 2000 Q) v 0 0 J 1000 0 APA WALL BRACING TESTS Test Number 6 0 .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 1 !, . �' 0 0 0 C 0 0 V V V V 141 w v v v v v co v v �.► v v v v. d v ;, •✓ Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 24" (with 4x12 header beam) Stud spacing = 24 " oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows)(1) Interior spacing = N/A Ultimate Load = 6250 lbs (1) 3 rows at 3 -2x bottom plate; field nailing @ 3" oc (grid pattern) at 4x12 header beam. 3000 2000 a, 0 1000 0 APA WALL BRACING TESTS Test Number 7 kla - t - 1 0 .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 1 Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" Stud spacing = 16" oc Fastener type 8d common nail Edge spacing = 4" oc Interior spacing = N/A Ultimate Load = 1700 lbs APA WALL BRACING TESTS Test Number 8 • RDA Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" Stud spacing = 16" oc Fastener type = 8d common nails Edge spacing = 3" oc (2 rows) Interior spacing = N/A Ultimate Load . = 2730 lbs 3000 2000 1000 APA WALL BRACING TESTS Test Number 9 • • .1 .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 f Wall sheathing = 3/8" APA Rated Sheathing 24/0 Wall width = 16" (with 4x12 header beam) Stud spacing = 16" oc Fastener type = 8d common nail Edge spacing = 3" oc (2 rows)(1) Interior spacing = N/A Ultimate Load = .3550lbs (max.) (1) 3 rows at 3 -2x bottom plate; field nailing @ 3" oc (grid pattern) at 4x12 header beam. 3000 2000 0, 0 0 J 1000 APA WALL BRACING TESTS Test Number 10 r • © ' .2 .3 .4 .5 .6 .7 DEFLECTION (in.) .8 .9 CITY O'UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 � H -6a Submittal Checklist MECHANICAL VENTILATION INTEGRATED FORCED -AIR VENTILATION REQUIREMENTS Project: LA.c,ic cec:f. Address:Lit `� g/ i v ) Sc,�lvydal G�zrei,0431 774 )A LA Lot #: Permit #: 0 3 qJ 1. Intermittently operated whole house ventilation systems shall be constructed to have the capability for continuous operation, and shall have a manual control and an automatic control, such as a clock timer. 2. Integrated forced -air ventilation systems shall have a 6 -inch diameter or equivalent outdoor air inlet duct connecting a terminal element on the outside of the building to the return plenum of the forced -air system. The outdoor air inlet duct shall be equipped with a damper or other device that regulates air flow to a minimum of 0.35 air changes per hour but not greater than 0.50 air changes per hour under normal operating conditions. The outdoor air connection to the return air stream shall be located to prevent thermal shock to the heat exchanger. 3. The following calculations describe the range for minimum and maximum air changes per hour under normal operating conditions. Area of house X Ceiling height X 0.35/60 = min. CFM required Area of house X Ceiling height X 0.50/60 = max. CFM required This house: Minimum CFM = 1 0 0 Maximum CFM = 1 5 fD The duct damper has been set and tested to regulate the air inlet duct flow to CFM and is therefore in accordance with the Washington State Indoor Air Quality Code requirements. MECHANICAL CONTRACTOR (please print) Name: 0 W Af eAr Su i 101 ‘-P'vN Company: Address: H /' 3 3 2_16 " 5„ 'ea 1,e, 1 °l 511 F Signed: ,ektfL Date: MECVENT.DOC 1/29/97 • SEGA Engineers Structural & Civil Consulting Engineers Ik7-039 I November 4, 1999 To: Building Inspector City of Tukwila From: Greg Thesenvitz, PE Principal Re: Lacy Resi 15650 - 51 .fin' outh SEGA Engineers has been asked to review the shear wall nailing for the subject project. The wood framed walls are plant fabricated by Armstrong Lumber Co. and the exterior siding is applied prior to shipment to the job site. It is, therefore, not possible to field inspect the entire exterior sheathing nailing. We are familiar with the manufacturer's fabrication process and provide occasional in -plant observation of panel construction and assemblies. The exterior sheathing is nailed with a track mounted automatic nailing gun that has a pre - selected nail spacing. For this project, No. 15 GA staples at 3" o.c. are used at the panel edges and in the field. This has an equivalent or greater capacity than 8d @ 4" o.c. as specified for the shear walls per NER -272 Tables 15 and 16. Please address any questions to SEGA Engineers. 22928 SE 312th ST • Black Diamond, Washington 98010 • (360) 886 -1017 • Fax (360) 886 -1016 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director August 3, 2001 Mr. Rodger Lacy 4133 46Th Avenue South Seattle, WA 98118 RE: Permit Status D97 -0391 15650 51' Avenue South Dear Mr. Lacy: In reviewing our current permit files, it appears that your permit for construction of a new single family residence with attached three -car garage and uncovered decks, issued on October 22, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, • .Z12' �d- �Z ccZ- Stefania Spencer Permit Technician Xc: Permit File No. D97 -0391 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 TO: FROM: SUBJECT: DATE: TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT INTER - OFFICE MEMO File D97 -0391 Steve Lancaster North property li setback December 4, 1998 On December 3, 1998 I approved a minor modification to the development permit for Roger Lacy's residence. While the approved plans calf out a north property line setback of 15 feet, I approved a revision to allow the structure to be placed approximately 8.5 feet from the north property line. Facts considered in making this decision included: • At the time of this decision, considerable work had been undertaken by the owner's contractor to set and prepare forms for the building foundation in a location approximately 8.5 feet from the north property line. Considerable time and expense would have been involved in moving the forms to meet the 15 foot setback as shown on the approved plans. • The project site is located within the LDR Low Density Residential Zoning District. The Tukwila Zoning Code allows 5 foot side yard setbacks in the LDR District. • A spring -fed watercourse runs approximately 2.5 feet inside of the north property line. • The approved plans for the residence authorize the placement of this watercourse in a culvert in the general vicinity of the residence. • It would be preferable, from a water quality and a maintenance standpoint, for this watercourse to remain open as much as possible. The Tukwila Sensitive Areas Ordinance expresses a strong preference for avoiding placing such watercourses in culverts. • Mr. Lacy agreed to work with the City to maintain the watercourse open, as long as it does not pose a threat to his house or property. • Mr. Lacy's geotechnical engineer indicated he had inspected the site and determined the proximity of the proposed foundation to the existing watercourse creates no concern regarding foundation stability. This decision was made in consultation and with Building Official Duane Griffin and Public Works Development Engineer Gary Barnett. cc: LACYSETB.DOC , Duane Griffin, Gary Barnett Dq-1- o3q/ • City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director November 10, 1998 Mr. Rodger Lacy 4133 - 46th Avenue South Seattle, Washington 98118 Dear Mr. Lacy: SUBJECT: CORRECTION LETTER #1 to Revsion Request Development Permit Application Number D97 -0391 Lacy, Rodger 15650 51 Av S This letter is to inform you of corrections that must be addressed before your request for revisoin to your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time the Public Works Departmen, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, • ` - wit -5Grn Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0391 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 -3665 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: November 9, 1998 PROJECT NAME: Roger Lacey - Revision # 1 PLAN CHECK NO: D97 -0391 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. The revision to the plans for permit # D97 -0391 have been reviewed for the applicable requirements of the 1997 Uniform Building Code. The following comments relate to these requirments. 1. The revised plan is changed sufficiently to be considered a new design for the purposes of the structural analysis. Plesase submit structural calculations for the design of the lateral force resisting systems of the new plan. Also indicate the location of shear walls on the plans and include a nailing schedule that will apply. MEMO FOR RECORD DATE: 6/19/98 FROM: Duane Griffin, Building Official SUBJECT: Mr. Lacy's Request for Extension dtd 6/12/98 (Permit #D97 -0391) I called Mr. Lacy at 11:45 AM on 6/19/98 and told him that I couldn't grant an extension based on his written request because there wasn't anything in it that indicated the extension was needed because of circumstances beyond his control. He said that he had been told something different when he had inquired at the front desk and his understanding was that all he had to do was request an extension, but if that wasn't the case he would come in and pay for the permits and pick them up not later than next Tuesday (6/23/98). We discussed the reasons for the180 day code requirements regarding the issuance of permits and he seemed satisfied with my explanation. I also told him that if he picked up his permit not later than next Tuesday there would be no issue about the few days we have gone past the expiration date shown on the permit application. The following is my justification for not approving the request for extension: Section 107.4 of the UBC states: "Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." The following information is taken from the Handbook to the UBC: Sec 107.4 Expiration of Plan Review. When a permit has not been issued within 180 days following the date of application, the application and plan review expire. However, the code authorizes the building official to extend this time for one more 180 -day period when it is determined that circumstances beyond the control of the applicant prevented action to secure the permit. However, see the discussion in Section 107.6 addressing the subject of fee refunds. Our permit application form states: "Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire 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." The permit application containing this statement was signed by Roger E. Lacy Sr., Phone: (206) 722 -0774 A letter dated March 12, 1998 was sent to Mr. Lacy by permit technician informing him that the building permit and mechanical permits were approved and ready to pick up, and the amount of the fees still owed was $2154.44. The fee breakdown was $2037.25 for building permit; $4.50 for state building surcharge; $112.69 for mechanical permit. 4 Rodger E. Lacy Sr. 4133 46th Ave. S. Seattle, WA 98118 June 12, 1998 RE:Permit Number D97 -0391 City of Tukwila Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 • CITY OFETUKWII A JUN 121998 PERMIT CENTER To whom it may concern: I respectfully request that my approved building permit application, permit Number D97- 0391 be extended. I am due to begin construction within the July August time frame. Thank you. Respectfully yours, Rodger E. Lacy Sr. March 12, 1998 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Rodger E. Lacy, Sr 4133 - 46th Avenue S Seattle, WA 98118 RE: Building Permit No. D97 -0391 Mechanical Permit No. M97 -0196 Dear Mr. Lacy: This letter is to inform you that your building permit and mechanical permit for the construction of your new single family residence has been approved by the City of Tukwila and are ready for issuance. The following are the fees that will need to be paid prior to issuance of the permits. Building Permit Fee (D97 -0391) $ 2,037.25 State Building Surcharge (D97 -0391) 4.50 Mechanical Permit Fee (M97 -0196) 112.69 Total Fees Owing $ 2,154.44 If you should have any questions regarding the fees above, please feel free to contact Kelcie Peterson at (206)431 -3672, or myself at (206)431 -3671. Sincerely, Brenda Holt Permit Technician xc: Permit No. D97 -0391 Permit No. M97 -0196 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington OR1RR • i2nA) e21_ %67n . ') /)A) A/ 1 •JAAr • City of Tukwila John .W. Rants, Mayor Department of Community Development Steve Lancaster, Director FAX TRANSMITTAL CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: 2- -9-11 TO: F,(GIe W .Cu. FROM: 010,11k1 14D-64-- FAX: 20(e- z107 -/726q COMPANY: NUMBER OF PAGES, INCLUDING COVER SHEET MESSAGE: 12611 (inky rerat appvielt,Fak\ 4-1 toDvve-e4-iem Ittteiv- WOWS. 9Ofa .— DATE (PHONE CALL) OF PHONED PHONE M 47 .. - / � CIZ52:1 YOUR CALL RET1RNE AREA COOE NUM =ER EXTENSION MESSAGE . ,111. , PLEASE CALL r41n11ai_ilail ,020 A fit �, ^I r SEEYOU I 1 WANTS TO r.#t riE;91 Wan AI( SEE YOU SIGNED WILL CALL AGAIN FORM 4003 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 © (2061 4311670 o Fax- ON) e? 1_;Ms •r TRANSMISSION RESULT REPORT (FEB 09 '98 01 :25PM) TUKWO DCD /PW THE FOLLOWINGFILE(S) ERASED FILE FILE TYPE OPTION • 100 TRANSMISSION (AUTO) TEL NO. PAGE RESULT 9 *- 2064337259 04 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION • CZlj! of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director February 3, 1998 Mr. Rodger Lacy 4133 - 46th Avenue South Seattle, Washington 98118 Dear Mr. Lacy: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0391 Lacy, Rodger 15650 51 Av S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, At this time the Planning Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, e r Kelcie J. Pe erson Permit Coordinator Enclosures File: D97 -0391 P96 -0010 6300 Southcenter Boulevard. Suite #100 • Tukwila _ WachInotnn OR 1 RR • /MA) A2 L_2A7n . cam.,. /0/1A A11 )AAc • • TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: December 29, 1997 PROJECT NAME: Lacy residence PLAN CHECK NO.: D97 -0391 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments: 1. The wind shear design analysis indicates that there are sufficient walls in the proposed design to resist the code prescribed total wind loads. However, it will be necessary to identify each shear wall on the construction drawings, and identify the detailed brace /wall panel that applies. 2. The required ventilation for the attic spaces is specified on the roof plan. Likewise, the roof decks are also required to have cross ventilation. Provide note or detail to plans to indicate how required ventilation will be provided for said roof decks. 3. Fire resistive protection is required to separate the garage area from the dwelling. This will include the ceiling below the second floor dwelling area. Since a "Truss Joists" floor system is to be used, protection at the ceiling will have to correspond to "Truss Joist" listed one hour assembly. Two options are available for this protection: Two layers of 5/8" type "X" G.WB. or, one layer of 5/8" type "X" G.WB applied to RC -1 channels spaced at 16" o.c. Please indicate by detail or notes one of these methods on the plans. • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 22, 1997 Mr. Rodger Lacy 4133 - 46th Avenue South Seattle, Washington 98118 Dear Mr. Lacy: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0391 Lacy, Rodger 15650 51 Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 12, 1997, was reviewed at the December 16, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any, concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator File: D97 -0391 P96 -0010 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washington 98188 • 12nh1 41 t.V 7n • Pall. onA► d21 -2A,tc &Mel PLAN REV EW ROUTIN SUP ACTIVITY NUMBER: D97 -0391 PROJECT NAME: RODGER LACY Original Plan Submittal Response to Correction Letter # DATE:. 10- 21 -98. Response to Incomplete Letter Revision # 1 After Permit Is Issued DEPARTMENTS: u n 'vision l -� I' U R Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete DUE DATE: 10 -27 -98 Not Applicable Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) . Approved DUE DATE: 11 -24 -98 Approved with Conditions n Not Approved (attach comments) �eir1 (,e(rat l�f (o' (U/L REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions DUE DATE: Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 anisAk 000141/4 - Gorm PLAN REVIEW / ROUTINu. SIP ACTIVITY NUMBER PROJECT NAME D97 -0391 DATE 2 -17 -98 LACY, ROD it – CORRECTION LTR #1 DEPARTMENT: B�,(�� ING DIVISION !-1 FIRE PREVENTION ❑ 1,04 �G DMSION e0 ��wICWORIKSC " NAc9Taci26 ❑ P ` ' COO INATOR DETERNIINATION OF COMPLETENESS: (T,Th) DUE DATE 2 -19 -98 COMPLETE XI COMMENTS 1 NOT COMPLETE ❑ NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3 -5 -98 APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. ) 3 i • fm COPY PLAN KEVIEW / ROUTING SLIP ACTIVITY c1(4)-. 1• 039 DATE 12-12'97 PROJECT NAIVLE LACI cy, 'Rodger DEPART NT: ILD�IVG DMSION ORS6 11 t)03 FIRE PREVENTION ❑ N t•RG DIVISION TT COORDINATOR fit DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE'a''b��� COMPLETE 5 NOT COMPLETE E NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE 1-1 NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12:3017 q7 APPROVED n APPROVED W/ CONDITI NS ❑ NOT APPROVED (attach comments) Ors Wier 2 to VIEWERS IN DATE t CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE (Certification of occupancy required. ) • CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: { / 6 9 D PLAN CHECK/PERMIT NUMBER: q 7- o 3 g I PROJECT NAME: /Jt(/1 -&CJE( PROJECT ADDRESS: / 5/50 57 1-e, CONTACT PERSON: �U�/ �✓ �_ 57, PHONE: (',2012 ) 2�'G77 �t REVISION SUMMARY: 36ecf LaeA- 470y,j of 511 ea, Loci r Gltuej �'� SUbv�T d -G1/0 'J2s o Lurie Shear /uJ law' SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: R @Cm CITY OP TUKWIIA NOV �� 1998 PERMIT CE R ev }&" 1� CITY USE ONLY Plannin. Fire P. ublic'Works ll- / (, -`i8 3/19/96 • CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, 'Tukwila, WA 98188 Telephone: (206) 431 -3670 • REVISION SUBMITTAL DATE: /6 � 2 — et cg PLAN CHECK/PERMIT NUMBER: p l rI —0311 PROJECT NAME: 2 i-C. A1/43,J,T- PROJECT ADDRESS: /52f J r 0 51 Tll/'P . 5, CONTACT PERSON: 0( -✓ r , LA-cy sr PHONE: C 7 2-Q -67 7q REVISION SUMMARY: �� UIS� -C�J *)-14,s-e, lQ� n1 '-' yepAr- 1 U I )(DO dp,4% v.e av-e.e't C (vC jay- _e r — r 1 e n cA 1 r cj h e r ,4C)Y 4 SHEET NUMBER(S) l "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA OCT 2 1 1998 Bldg. Planning CITY USE ONLY Fire. PERMIT CENTER r Public Works pq 0391 REVISION NO,I.196 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 11 -9, PLAN CHECK/PERMIT NUMBER: PROJECT NAME: LQC"j,,11Qe PROJECT ADDRESS: 0% CONTACT PERSON: ROar UtC PHONE: D97 -0391 REVISION SUMMARY: 4oldeof v.-12-KA-,s Vo Q') 3)106-0 S1 a✓ walk g A-aoted Lay v ro&)< Pi ) i4;4 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg. Planning Fire RECEIVED CITY OF TUKWILA FEW 7 1998 FERMI CENTER Public Works 3/19/96 KING COUNTY Relkential Sewer Use Certificlon (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply, to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) .,l Owner's Name 1�Q�C�_ ou/,J( e�. (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Add ess: 1/ Subdivision Name (�4 /∎. /A/ C/C//J`e Subdiv. # Lot #_/ g Block # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Owner's Phone Number ( Q (p) a -07 7 Contact Phone Number (Zak) --07 7.24 Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District f'i(i K'LZ–eit Date of Connection: Side Sewer Permit # D ori -o361 I Please check appropriate box: Single- family E Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) L 4 -Plex (0.8 RCE per unit) — 5 or more (0.64 RCE per unit) No. of Units n Mobile home space (1.0 RCE per space) No. of Spaces tZ For King County use: Account # Monthly Rate Six Month Due Residential Customer Equivalent (RCE) x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resub ' sl n f corrected dat r deter nation of a revised capacity c rge. Signature of Owner /Representative / Date / �C C Print Name of Owner /Representative eir • • Illarardlarialtaiktati 0 CONDITIONED AREA • i' -1 V4" 1114 % RADIANT ROOK (NATURAL CMS) Pt�$CAII�T 4 R•IS PIIN. R -Ii MIN. R -30 MIN, Pt-30 MIN. (a) 3'•0" X 51.0" Ste. 30" BAR $4T mow AIR PORTS (1) 3' -0" X 1'.0" S.N. 30" BAR NT CONC. PAD AT DOOM 12' -i 11" X 11' -i 143" CARPET FLOOR 0 ALL DP P*CNS APE P AMNG TO FRIG AIC BASED ON ACTUAL MAMMAL TWI'IINiaS 4" THICK GONG TYPICAL OOILEtR NOTUS: O NATURAL GAS FIRED BOILER AND WTR I4TR TO VENT TO OUTSIDE S- " X •- t a WOOD POIRC14 W/ STEPS TO GOMM AT GARAGE WALL HEIGHT ammo ON IN" TJ.I. FLOOR SYSTEM AT HOUSE Sir ii i i it iiiii, �r�i i, iiiirirr S r i iiri i i i i i i i iiirr r r r i i i i /..,...,., O PROVIDE SEISMIC *TRAPPING AS REG= 3' -0" SOLID YI/ SELF CLOSER FWRDWARE O WTR I4T1R TO DAVE PRESSURE RELIEF LINE •LL!"D TO OUTSIDE AT TH UTILITY TO SE eoUND INSULATED AS ONOII3! Fl FLOOR SYSTEM ABOVE IMAM 10 wren A.00111 Mtge FLAN ELIDION S' -0" X 8' -0" ROIL UP DOOR S'-O" X b' -0" ROLL UP DOOM vERIPY DOOR TYPE wary. DOOR T e rN I • % nw ON RAISE .. . il • • �i ♦♦ • ♦♦ 11.1/4 FLOOR, iiii 1 . 3 ♦ ♦� x ��' i'Xi" _3 if i il... 1111 POST W/ 1 .♦ FROST IW l I GA6' AND ♦♦ Q 1111 CAP AND EA / 1111 '�'U, • ♦ ♦ ~ ~♦ 'F ♦ ♦ ♦♦ 1 J i ♦ ,. ` it i f ♦ ♦♦ ♦♦ i .. 4,4:- ♦ ♦♦ ♦♦ I U GLe HEADER ABOVE PIEPER TO LOWER ROOF PIRATING GILD HEADER ABOVE WEIR TO LOWER ROOF PIRATING I• UMBER GIRDER TRUSS END NATURAL GAS BOLER V TA.b. li" OZ. WATER PROCP DECK ABOVE R -30 INSULATION GI -IIIC' ,. B1': GUS HEADER ABOVE REFER TO LOITER ROOF FRAMING REDLINE: AET K RAGA BEAM POCKET W/ ABM EIRG USER PIPER TO l Jt ASO E AIM TO WIPER FLOOR PRAMS PLAN REVISION DATE Q 11- 16 -98 BSF ENGINEERING MONO TRUSSES 24" 0GG. r" 6HEETROCK CEILING R•30 MN INSULATION SOLID BM END ' T . 2 „" WALL IW FINISHED IUGGD CAP ..-isalatastsiasissInSatavaimstitsies NIF"MBTR TRUSS MOM &MAR WALL HEN TO ENGINEERING PA MIT FOIL WALL NAILING AHD NOLDOUNG ,FACTORY PANEIZED CONSTRUCTION Factory panelized construction shall be accompanied = by a letter from the engineer of record for Armstrong -i Company, Inc. - Letter shall identify the project and I si it state that the shear wall nailing has been instdud IN accordance with the approved design attched he ' This letter will be accepted in lieu of the required slow wall nailing inspection. Attachmeet of panels to tie fouadatioa will reran subject to field " I - N C: 1b' 1 "x11' -10" CARPET FLOOR &MEN (1) STEP 11" X IS'-2 CARPET FLOOR FILE COPY I1-0" X i' -10" *L. GL.. DOOR iii 4 'i • w D' -O" x 1P'-O" CEDAR EAWACE 3' -0" x i' -0" PICTURE s' -a x 61 -0" PICTURE KWIU 0 1 6 19S rrj:L' D' -4 1/4" ?'4" 3140 COPYRIGHT PROJECT LACY SWEET MAIN FLOOR PLAN 1' •• V4" FLOOR PLAN IS Wee ea FT nBea 1142 PT. NOM ea PT. AIRS LFT. DATE S•1 -es • I • A 4'1 V4" 1'x'•1 V4" !4'•*" 4r- 111.4 !/4" R'.! 1/4" O'•l1/3i' 0'4 !/4" !' -4 V�" 4'•6 1/2" 4'•2! !' -♦ 1/2" !' -II 1/4" b .. '•I V!" : 3•.4 I/Z" ; 4'. 3'4" _ 3'•2 3/4" - ' -I" 0 (2) 3'•1/" X !'-O" � - s'-o x 11,••106 � �s CAMIIIMINT 411111MND OD el MINNS ID 11•Mille la .Ai..-.. iil•U PICTURE .....1._..- ..anrwo..111111111111111111 31-O" x -o" CASIPIINT WALL LINE W1NLOW 11111111r ..... 10 0 IIIIIIIIIIIND 0 IN 111111•1•1111 • IN IIIIIMIND IM • (3) f'-O" X 11' -0" (3) 3' -0° X i' -O" 1111. 30" DAR 14T 6K 30" DAR HT MAGI AMR FORM S S 1 r I r i I I • r 14I!"MA6TE1! 1• iI 6 MOVIE 2' -4" MK sass: ssssssssssissssisslii sa saw'i ssssssssu assssssss� CADET 2'-4" IMC.Ia I I air I I I I A 3'-i" L i' -2 1/4" 7 NOTE: RAMIE DOOR A6'DTOALL0W POP! GLOM? K suprAca DE w 7 46" VANITY t0l1sN111GT 2'-0" X 3'-0" 2'•0" X 3' -0" /A MI" SAM HT . SA ID" dARHT I I 12" VANITY 41" VANITY -- .jw— wwwwww�rww —� f s ROOF LINE EIEEI.OW 1' -II 1/t" 2'-0" X 3'.11P Ii" DAR 14T 42.80 1E 4. 01.101 ATTIC ACCE66 FOR LOVER ROM AIWA P414-7-003471; a 4 4' 1/4" i 4'4 1/4" 4 4'4 0'-11 1/1" •'.11/4" 4'•61/2" i'•2 6/4" 4'.1 V4" 21'-x► " •'- 21/4" urR FLQQ LAN I/4" • r.o" lorry OF TUKWL Nov 1 6 1998 PEIEAIT CENTER PROWS ADDITIONAL 16'11siM/S MA D •OTTOM PLATE FOR IM1" amyl 1rii rat RADIANT 16At AT MIN NO UPPER FLOOR CITY OF WIiKWItA A PROYEO NOV 1 6 1998 •Lb +775..wa. CNK'D REDLINE: (REVISION DATE COPYRIGHT PROJECT LACY •WET TIPPER IILOOR PLAN -To DATE 1 4 Alt 0 ......,..,.., ......�, _x...00,., .....w., _ ..., ..... • t, 1 • • Sr 4••i►• 11'•1. V4' 0 •. 1.'.. �► i AT GARAGE ARM _ # I• _,�. a. r J 3" BLACKOUT POI! 3'-0" EacT DOOR J Prgiarkeit- sump* ma cover taikPAIMKU. II�Oe! 11ifM 071�1�IME NORM 4" THICK CONCRETE SLAB OVER i' Mt �P USH D AND COMPACTED GRAVEL PROVIDE IMO i "XA" 11� w, I. OR P I 'D$N ME�OPICM�IC3 1a1-O 3/4" LW EPS MOM gars INEEISMOSSMalilrag 361-4" X 24'4" NT DIM 4' t C C. SLAB PL OR n' -4" L 30"xa0"x12v 0 P M OV /r"7Ki" 6TIEJCT POST PROM ABOVE (s) 04 PIMA* Alt Eat PROVIDE IIIMPOON I YlIOds' met BASE r i I TYPICAL (2) !■LG$ I I I1 I I 1' -2" BUdCrO1JT POOR ROLL UP DOOR BASED ON P /4" IXICIP! SOUP -'' TYPICAL (» PLC* 1 r►" )t24' MPL 'vS PY LOCATION ON SITE r VT - - rain • ' 13•-4 1/d" 0 0 ) r rti ..-1 VT ea. Pt YINTMLL' ARP, PER VENT II' -, 34" V-11 I/2" om PROVIDE OIFPOON 'MAID' STRAPS 4' -0" O�G POR POST ABOVE r PTG 1W SOLID D PROW ABOVE L'l 24" x 4" x11 "D " 246 x P P 1 ABOVE 1 _,._____________ _____�___ - -_. m 1 ® 1 L _J - •, • 7... � SOL MIS MOM ABOVE IO" x Ib" X 12 306 XI" VD 1� a PIG D ( PEAR SAN T fi I . <� . • xwMxa"D .. IRO inf bOI ID SPA rR�M 0. • • '! • 2 • • N. IMO* do ONIIIM 411, b•-2 3/4" Ify' -i L/2" I, G room ABOVE x 12 o � or�wew ARM PRAMS TO Pw� pro �wc a� �w& rwwRrw nWao+�� 0 re' TJi. AO PLOOR a0*T NV Oa '. T.RT C I11E�PLO -R a1. a• NAIAD S& MOWS O RPM TO PLOVR PRA 1 MN P1�v1� NOM* a• DOMIL$ �r r. AI► O AEI. c� _ _ 10 COMPLY .04 Min MD 40�C& DOOM �►A1E 0 ALL IrM�. MOM AMMO) O low ALL MLIT P' mow 1146011113140 4IN PPM le POMO 4101111111111 i' -• $#2' 0 Q'-4 V4" V4" '-O" L_— " x " r PTGrY • ' PP Py ABOVE 0 r � ____ws_ ..... --- .__ - -_ __- ___- _•._-- __ - -_ -_ _____L s C 7TII�r PROVIDE SIMPW4 MOW WRAPS 4' -O" O.G. POOR POST ABOVE 1- - . ---- 4" 0.C. COHCPETE ROACH TO P HD WALL 2'4 1,111' 74 ILV *114 W L 5- �� MOM MCA SIMPOON 14 1 ' STRAPS 4.40" Oa FOR POST ABOVE " 45 r • " �" r G UV ID M II/SOLID PROM ABOVE MOM ABOVE ti 4" " r G u _ • PROM ABOVE \ • IL r a,. ~MS SIMPOGN T'IADD' *TRAIL 4'-0' Oa PNOI! P�eT ABOVE VJf/r //•firalb OMeri /!/ / /yam Iy/f / —, . r J /�i J 1 r lib , • r4 1 • • • • • • • • 1 1 1 1 1 1 o r , • ■ " J ZIP 4. 254Voi• 114 I 4W //ICJ. /Q/ //f//b/f /. •• ._1 f �7 _ r. _r i-' AMA ADOVE CI OF UKW'It. 4 E'4" 111i,4" FOUNDATION PLAN 1/4" • 1' •01 r O N� 1 6 1998 nv cL) (2),4 cop—Ari-ita(777.71W. HORIZONTAL PrE11AR ,' VERTICAL PEAR 16* Oa (2),4 CONTINUOUS HOINZo d?A4i PMAR MOIL AU TOMVSS 1O EEM 01 MiP011111111P 111 VII lb ill oi II; III lp II: 14 Rill IR! ill OH Rh 1 4 • I - ...•qlgrOOMO.NOPF Vit • • 4 ta 2 / O 4 ge, 6 ... 8 0 EX I- In E a cs Ci-kl) BY: REVISION GATE CITY cxr 1 N 0 1 6 1998 PewcatsR COPYRIGHT rllOJECT LACY WERT PANDAtION PLAN DRAM BY II II P DATE II. 1411 s 4 • I - ...•qlgrOOMO.NOPF Vit • • 4 '-0w 4111.4. 4' gg 0 Ai WA4111111111 TO ME *•)O' SWAPS WM* BLESS OT1i1r1M IS NOTED =Pi M�6vDt�i�arf ;VC AT BEAM SPLICE' !OLIO "BLOCK pMMLIMIN JOIST OVER BEAM WPM TO ROIlOATON PLAN ROR FOOfRICII LOCATIONS J (I) 4. TJJ. SO JOIST p•xT TO RIM MINS PA LLEL TO JOIST II"T,J.I. ./.01 1ST 1/r' 0 %MI PLY �l�LOOR GLUED D A > NAILED TYPICAL. OVEN O ALL Df**IONS AID wiilfliNi To 1ISM Id AND BAWD ON ACTUAL MAMMAL 1w101o•46 O 4' TJ.I. M FLOOR JOIST I`' CC. W' Tab PLYWOOD TYPICAL OWN Ate MAUNA O *WI R TO ROUNDATION PLAN PON MOM TYPICAL �A~'a' DETAILS O ALL CONIVINUCTICN TO COMPLY ALL iTATt AND LOCAL WOW O CRML AGMS TO NAVE TO NT UAL MONO WIATwIIrT ED r4'4, T4VW T4WtM1W ==erts POST 4'-0' QC. 4.X6P POST AT BEAM SPLICE) SOLID BLOCK RET EIN JOIST OVER BEAM farm TO POIAIDATON PLAN FOR FOOTWas L O CATIOPO • • •1.. M/° la' -4 I/4' -4' 6'4 1/4' ,S'4 r4" MOO* ANSA r4 siv f r -I► W 4 d O Q ra Ni►' 9;V�jq,? r • 1/4" • 11-e" • 0 CITY OF TUKWILA APPROVED NO V 1 6 1998 As, N., k:► NOV 1 6 1998 • ill ip rd 1 Iii p .11 ip ill lb i I:1 ri iii 1 iii .I1 ill 1 Ili ill 11 i hi ib oh 1 ili 2 1 i 4 , Lz- r 1 i e i 2 o a E a ct CFK'D D7: REDLINE: REVISION DATE COPYRIGHT PROJECT LACY SHEET MAIN FLOOR FRAMING DRMIN OY OAT[ 4 • .I lose it WAIL MAIL " T PLYWOOD I NV OA TO SLOPS &MOM TO =AIM VIIINTLATION AMID V��.ATIA� w� ADDITIONAL a.'.,' a GOLD SAM IMAM TJJ. AT WALL WIT. WINS MUM MUM AT1 OM e .TJ1. a22.121CISANnta N.T. .!JI 41 1"i �1fTTl NOTIEs ALL OEM' * TO BEAMS W/ APPROVED PETAL IW TJJI. BOTTOM MOLD UP INTO UPPER WALL A6 micro 2116 FLOOR JOIST Ii" Oft. ' TKir r'L'YYk'7OD e x SET IN PLR SYSTEM 1W PILLER OVER Ab REQ'D GENERAL NQTg e 0 ALL DR IIING1 * AID PROMO TO PRAPTING O PROVIDE SOLID IBLOCKIPO 1311LEN OAR ALL MMi WILLS I IMAM O ALL OPINSIONS MAUD ION ACILIAL PLATINIIAL DIMINSION O 21"0i►• EXTERIOR PRAMS WALL 'TYPICAL DER URA* O NIMMIIIE NOTED O PROVIDE COITMONAL. Mee( HEATED IIOTTOM t PM II • GYPC$121E POUR RADIANT MAYA 39/ I a CITY OF IUMNILA APPROVED IN O V 1 6 1998 ft'.)' IWICENLID CITY OF TUKWILA Nov I 6 1998 1/4" • 1' -e" PERMIT iii Iii §; 41 Iii El 11.111 ii! iii 111 II iti si di a lh 111 � lb E 01 '! ell fill ii: t'ii pi pili Ili 011 I . I u I si0 L�" §. 2 g i I 1 3 1 i a i :4 a till Q CFK'D 67. REDLINE: REVISION DATE COPYRIGHT PROJECT LACY OW unIER tiaaR FRAMING DRNN ST II II p DATE 1-1-111 . I. O/R. NO. • 24'-r 414" gilliMILINZGENZMIk O ALL OPENING.. MUMS TO IINAI'* AND SAND ON O ACM& MAMMAL MOMS* O ALL C.ONIITIEICTION TO COMPLY IISTW ISM AND LOCAL C MD ALL O PIIIIHIA14P. DOGE MOM 24" OZ. be SUILDINdb P MIR TIC COMPOSITION ADORNS MCP TY • IN a 12) 2"Xi' RICE SEAM BEYOND 4•Xi" KW MOST (2) MIS TWOS IND AIWA O PROVOS *MOM '14.r OR MAL • RAW T'11LIM AT •ACLI aiD O ? WALL INDII t � OTIE#IN S NOTED O ALL SAME AND FASCIA MAMMAL TO OE •✓4" X t►" TX. =AR TYPICAL BEM OTWIPINISI PlOTRO O WIMPY ALL OLIfT1I! AW DOI NSPO T LOCATICMI* ON WI AT TIPS OP CONSTMEWGTION O ALL TIWHEE TOM DISIdNED l�OI! ?M' SHOW LOAM,* O $TAIGA D HEADER ($TD NM) TO B E SW X s' WI 1b•241110 IV 2146" PLUM It UNDO! MOW WU* TO P1114217 MOM ANTILATION NO= DETAIL I4ANCI TO BEAM IW $PP CN 'LUi24' OR EQUAL POST UNPIN 'Twr (2) PL.C& UPPER WALL POR LOWER 1110CP AI:IEA A m : �" ."r WADS* MUM MIIILOWALLS UNDER AI SWAM PAtELO 2' -0" 2' -O" 1/4" • I' -�►" !' -1' a EAYM CITY Of TUKAILA APPROVED NOV 1 6 1998 11_ r! MCP MOM 3e caC. smoii r atom. MINI SLOWS TYPICAL. c�rw►• VPt N4' x e' i1T! ILOOD PAOCIA BOARD WIMPY ALL OARIIIIM «Tj CLOSED y' AC. PUMP WRIT ry SALL DETielip III pi IP gl �! I �� ail � ib I 03 11 if pg CHK'D 13Y: REDLINE: REVISION DATE A OP lummA N 0 V 1 6 1998 PET CSR COPYRIGHT PROJECT LAC'Y SWEET LOUR 11011APIING DRAM Imo' 11 P ._71' ,I_: DATE 'l -I -si • T. NO. • r • et A 0 • • Y 24' -E" 401-4,1 IS'•I' Si -0 W" IC►'4 W4' t �_1. • • T 'TIOM PIM TO MOD ROM VMiTILATIGN NOTE WILL LINDER AS EI'AR PAM. r �r TRUSS ENO r3rsa= Y sirs s:sss arss Q s == =m.: = aas=s= =sit t1� • r.7 I `'. _ f • ■ I sassarsr =mot assn z _ a riss>Z_issit sss> WALL LINE INFLOW FASCIA MRS IND O TO ALL PIPIIMIC.411 ARM PIMP** 1 114 AND /MID 04 ACTUAL. MAMMAL TNICIO•is O ALL CONSTRUCTION TO COMPLY INTW ISM Ma APO AND LOCAL COMO ALL i�TA1'E O POET- f'IANLIP. MOW MUMS 346 OC. • COX PL 1SATwN� ' WILD,* PAPER ROC E fTCW AO TYPICAL i N O PRO' 1 I $1MPOCIN 14 4 OR Ii LAL 1�� ?� IA�M AT RAW � O 2TYPIt",.AL EXIIIINOR PRAM BOER M IALE ` OTHERWISE NOTED O ALL DAME AND PASCLA MATERIAL TO 6/46 X i' MITE WOOD TYPICAL (H.R• 01/1011WISE NOTED o VIIIINPY ALL diiiTTInt AtG DOI NSPCUT LOCATIONS ON SIT! AT TIME a CONSTRUCTION O ALL MOSES ES TO E1E DESMaI�ED FOR 24,* SNOW LOADNti O STANDARD WADER ($TD ICI!) TO OE 4,I40 X V" OLD Mb•24C rV 2161•6 MLLE% E UNDER IrQ'r.? 121T CATION 1 aM ONE WALP TOTAL fIN4'D vENT AIWA TO OE PR: VIVID N UPPER Iy OP MCP AREA SY CONTIMOUS RIME VINTNQi AND/Of! GABLE END V!"NT* ONE I4AL.f TOTAL I I Q D VENT AREA TO dE rf10'VIDED N LOITER 1y OP 11100P AREA !/Y vENT LLO = TYPICAL 111111111111N 1 OUS AND &WIT VENTS TOTAL ING1 D 4 LIL tIEISI at &Y) 4I0A4 •Q. PT. (121. ) 00. w ROOF D'HOUVO NOTE: ALL ROOF O'FIANi36 TO OE 2'-0' IW 1'-O' GAOLS WC OWAN W TYPICAL. UNLESS OTF#N IE NOTED ALL WPM TO dE CLOSED WI IV AO` !LYWOOD 497i• D 4 111•4, 3/4" •' -1 V4" I 1 • • /4 "•I'•O" is • EAvE CITY OF TUKWI A APPROVED NOV 1 6 1998 s Nyd; IMP TRIM 3r ac. WPM TOR MOIL ANT faar'sTY PAL (3) ?'Ell►" S /4' x i• SWIM WOOD FASCIA MAID VIIIIPMPT AL,L aAfl? AND C01110MPOYT• ON VIE CLOSED II' WIRT MrS TINE Y1� WALL .r ill di III II 1 III Ii; Ill iii 111111 Nigh ii: DI 9111 IN ;It I 11 III Oii I 1 g 1 I I I A ; I 1.3 b 1 r J e w ta 6 2 0 a ui E cc 1:14 CHCD D7: REDLINE: PREVISION DATE i 94/ tioeNIID CITY a.uKnu NOV 1 fi 1998 PERMIT cam COP'fRKrNi PROJECT L.Ac'r *err uAMR ROOF nunRn MAIN 61 IS So P DATE 110-10 ewr. Na. r • • EA ELEVATIQM 1/4" • 11-6" 174?-7- tiy FQNT ELEVATION CITY OF TUKWIU APPROvEO NOV 16 1998 hJiLD • • • • • • .o- . a ,.- • pimme • • • • • X1111 I11111111111IIII iulIuIuaBIu1 RICsI --It SIDE ELEVATION, 1/4" . r�m• M • LEFT SIDE ELEVATION i • • i-39/ CITY OF TUKWILA APPROVED NOV 16 1998 �. ro .ICJ CM OP TUKINIIA N V X61998 PERMIT WPM • • I N _. _ m A 2 0 PROJECT LACY 6WEET E1.EvATION6 MAIN ST 5 6 P DATE E -I•,► iiii614T. NO. • • I r) i°11-039/ li �. rr - + . r,' -T' NhIIU ! i!U WM A! l!a!i ifit d Ui Vi ft! fiti �llll if JE � � ■ � � � � � ■ � � � ! 1 � ■ � � ■ � � ■ � ■ ■ � 1 t ■ r1 PAPER COX PLYWOOD THING PRIE r4wp. ROOT MAW 24" 04CC. REM TO POOP - PRWIt4 P LAN FOR TRUSS LAYOUT SIMPSON 14-1 OR EQUAL. HURRICANE CLIPS TYPICAL AT EAcW END OP EACH Mee R -30 INSULATION TYPICAL lPPIOVIOE VENT &COI TYPICAL 1111111111111N ?RIMES S. SNI ETROCK C ILINS TYPICAL. CP CONSTRUCTION AIM. 40VPITS TO eE CLOSED ISLES OTHERIVISE NOM lptLyriliv'comicaiCleltAci BLOCK** MUM TAL OVER ALL O WALLS AND SUMO Itt ■ 4111 11111 I ,&' t t 11111 '£t tj Wit ►fifi +i VII OA fifit, 1101 +1111 Ififi ifi�� +ifif ��ifi OA At ,fife Ma . ) 1' 17, WAILS 24" OC~ RAI INSULATION TYPICAL. I . SNINITIIIOCX TYVOK S LDNS PAPER PLYWOOD ONeR SOLID ELOCKINCli TALI. OVUM ALL Mi WALLS AV muMI GRADE ( ERIPY) • • A BUILDING SEGTIOIV A=A 114' • 11-10' • i • 2"X‘" M''- Wr nrriktapoeiGi40* ROIT� 4'-0s OG. a II?14 i Ai�O COMM 0' WIVE POINCIATION SALL IM/ *NY FOORMar TYPICAL MASS ONNE1111111111111 NO TIED ALL I,OOTINGS TO MAR ON UNDIMMED SOL CITY OF TUKWILA APPROVED NOV 161998 r_;► RECEIVED CITY OF TUIONI A NOV 1 6 1998 PERM cEtl1F1 e S III UI If III ill Rig PI iil ili I III ii In i I.1 il. 0, , ..1 91„ ,,, . .,1, op ii i ill Ibi ill I 1 V" §.0. I i 1 1 4 i :4 z 1:1 EX I tin° E Cig c.NC•o BY: FEDLME: REVISION DATE COPYRIGHT PROJECT LACY OWE? awLcING SecrioN ORYM 1ST DATE - 1-4- -1' seirr. NO. MP 0 • 00". / 'r • • - • ////// //////� / / /// / / /// :75,41;11Ropt aIINEIe W1042.71POR OMAR l .:4 r \• • • • ,\ • • i • • • • • ,„ I • • • r 4 rI ag . • • • • •` • 1 _ • MINIMEND 1 • •, I WO Imo, I..1•M■1 1 swomemlimonom I i • f 1 1 1// l f l l l l l l l l , . , I , 1 , 1 ( , • , 1 1 11 ••` N` • • i j / • ` %% l�. Ire % •,,,,. • II eI r ````• • • rr =r ,1r wr• (UNDSMawoUND 400 AMP) • ,�. \m`r- �.,a.aa _ I •_ ..0" \ I Ire I IraaaI `````r • OW FLOOD -_► UTE IW MOTION MNTCN AT WRY DAL PLOW -•► UM *v MOTION SWITCN AT NNW T1AIN FLQQ LECTRICAL Q STD PIxnUII E (WALL O GLG MOUNT) ® i" CAN LITE IV GASKET (CAT 1c22) SLACK COW TIMM (CAT 21Sa4$4) i• CAN LITE 1W GASKET (CAT I'~ 2) CLEAR COM TAM (CAT 21G -0u) 4" CAN LITE My GASIOT (CAT ICI) CLEAR CONM TAM (GAT 11G -IIAI) 4" L v. CAN um SW QriSK1Y (CAT IC44) BLACK CONE TIM'1(CAT 441.4.4) i" CAN LITE IV GASKET (CAT IC2) SLACK SCOOP TIM"1(CAT 36111141.04) i" CAN LITE My (MOM (GAT co) MOP OPAL SNP! TIM (CAT 34141I) FLUORESCENT TIME P1xTE MEM TO PLAN KO MM op 0 I SYMBOL LE�sEND tigriamagivadhEsimai POI! 4" CAM AND 'ALA*. OANIKlT PMe• CANS TOP T SIASHINOTC.1 STATE ENEMY CODES • SINGLE POLE WALL SMNTCN+ (1) WAY WALL SYNTCNII ea. WALL SMNTCN4 IW PIN TIMER OW WALL S1NTGM 1W myna 0 ETD DUPLEX OUTLET (WO 410 IMdv D ,I JX OUTLET My wMATCN#D TO!' lot EXT MMTEIrA00P P PLEx OUTLET (1101/) 220V otnurr 1/4 "a11_ " ., �•1 ..' ./ BNMTGI TO \\\ I LIMES AT • 4\ ARA4i TELEP•+oNE OUTLET DEDICATED TELE!"NCM CUTLET CONEGTION •• TEL.*VIb1Cti CABLE CUTLET fp mum 'loupe Vo4A MT PAN Nag* GEILIM M1O1W1T EXHAUST PAN MAID PON 11140LE HOUSE PAN 14 i � �r�r �r�co� ""t" 4EMEAL 1VcTE8 0 ALL CLOSET um Podumu TO MAK 111L_ GA1IM7ALSD 0 ALL, P'SCT1#E MN UNIIIPICIMIlla MOIL MOSS TO M 0111110.1114110 S1' O MR vet' PRIM TO INSTALLING • ■••••.,1, Mr 1' 11111•1111 ' AIM 0 ALL SAN WA"! PIXTUPIEa TO I GPI O MIT* Pte! COPE 0 ALL I*TRIrOIt OUTLET* TO MI ii4111111410010OP GAL OMIT* • • .......... CITY OP TUMILA N O V 6 1998 PEW CENTER it Pi ii II 01 iii oi ill II :II ill .11 I 1 di iii ir II el I 1 I 1i; Ill I ill III III 1 Li ill 11: 1 iiil iiii ,11 ; III Illi li I LI b 2 4 4 iI q 2 0 CC El a Q CI-KID 6TH REDLINE: REVISION DATE COPYRIGHT PROJECT LACY ettlT MAIN BOOR ELECTRICAL DRAIN 6T II s r DATC 1.116 NO. Millewr. .o.• a ••w01w••. arum 401mis .• mlomo •• memo •• arm= •• ammo sumo •• rm ammo •• urn= de • am= •• mono •. ammo ••- .•ems=•• ammo •• ammo •S arm •• amps ••mi • IMMO •. MUM= ••••r.•M•• MINIM •••10.••••ENEM •. 000100 .•010110.•• / / / I / / I / I / / I / / I / I / i UPPEF2 FLQO ELEGTRIG�.L va• • r-.o^ SYMBOL LEOEN17 ♦• 0 STD PIXTUEE (WALL OR cLG MOUNT) ▪ Mi" CAN LITE W/ GASKET (CAT ICS) &L.AOC GONE TIM" 1 (CAT 21111-11W is `" CAN LITE W/ GASKET (CAT 1c32) MBAR CCIFE TRIM (GAT 21C4I114) 4" CAN LITE W/ GASKET (CAT ICI) CLEAR CCM TRIM (CAT ncia ) 4" L.V. CAN LITE IW *AMT (CAT 1C44) 'LA= com TIM'1 (CAT 4411141110 ® 'a CAN LITE W GASKET (CAT IC2) SLACK SCOOP TRIM (CAT Oil) Q f' CAN SITE YM GASKET (CAT IC?) DROP OrK SWIM 11M'1 (GAT 341 -PIW R110RESClR Iwo M11/I IrOt TO PLAN 1i01t MXE I�OR 4• CA* r•40 %WO' Pr01! i• CAME TO PINT I ASHINOTON STATE IDOROT MOOS • a , r SINGLE P GLE WALL MLMTCFI (i) WAY WALL SWITCH e• YW.L MIATCN MV PIN TIMER O► WALL MINTGM uV DPP** 0 *ro atrium CUTLET (NOW � rev curium ourUeT ry SWOOP for @� ocr wAnapieoor DUPLEX owner maw • ZION OUTLET <if TELEPHONE Dunn • 4 .; via& O ALL GL IOT U POUT TO MVO ..M C OI " ALIO, O M. PELT %E ATM 1lMACPU MOM 14111ORD TOM 01111110 60 OMMIR wow MOOR TO INOTALLINI • DEDICATED TELEPHONE OUTLET COMPUTER CONNECTION TELIVISION CABLE CUTLET CEILING MOUNT EXHAUST PAN CEILI G MINT EXHAUST PAN WNW PON SNOW MOM PAN VA* SMOKE DETECTOR WITH BATTERY SAaoP O ALL RAT'I'OROGI'1 MOONS TO GFL OIIRE'TS POR GOOO O Au. EXT1Mr01R CUTLETS TO SE SIATIMPRIXIP GPs. OUTLETS D97-039/ 0 OW OP 1TALM1111U1 NOV X61998 PERMIT mem S • • 4 t coomPoNENrrit (2 6) 633-6666 AUBURN, WA6W INGTON CHK'D BY: REDLINE: 11;61,161 04 DATE 1 COPYRIGHT PROJECT LACY OVERT UPPER MOOR 1111111CTRICAL DRAM BY I0P DATE s •I•. -"- L. SW. NO. E•3 • • 4