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HomeMy WebLinkAboutPermit D01-076 - KAY / MCGRATH RESIDENCE - ADDITIONKAY /MCGRATH 14917 65T" AVENUE SOUTH EXPIRED 9 -30 -03 D01 -076 _a U 00 co 0 N LL W0 O W U� ON 0H U I!.2 UOl City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVFL_OPME.N1 PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING Al THEIR OWN RISK. Parcel No: 359700 -0600 Address: 14917 65 AV S Suite No: Location: Category: ASER Type: DEVPERM Zoning: LDR Coast Type: Gas /Elec.: Units: 001 SeLb=lcks: North: Water: N/A Wetlands: Contractor License No: .0 South: .0 Sewer: N/A Slopes: Y Occupancy: DWELLING UBC: 1997 Fire Protection: NA East: .0 West: .0 OCCUPANT KAY /MCGRATH RESIDENCE Phone: 14917 65 AV 5, TUKWILA WA 98188 OWNER KAY MARTIN S +MCGRATH CHERYL 14924 62 AV 5, TUKWILA WA 98188 CONTACT MARTIN KAY Phone: 206 -431 -5432 14917 65 AV S, TUKWILA WA 98188 ********,******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDITION OF 402 SQ FT LOFT AREA WITHIN EXISTING STRUCTURE, 504 SQ FT OF COVERED AREA TO HAVE CONCRETE POURED TO CREATE A 216 SQ FT CARPORT AND A 288 SQ FT PORCH, 110 SQ FT OF EXISTING AREA BEING IMPROVED 10 CREATE 1 -1/2 BA1HROOMS AND 98 SQ FT OF EXISTING AREA BEING IMPROVED 10 CREATE A KITCHEN. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 42,947.48 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 950.03 *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **' * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signatur I hereby certify that I have read to be true and correct. All provi work will be complied with, wheth Signature: Print Name: _/._/cef ___..5 Permit No: Status: Issued: Expires: Streams: Public: N 4 - te. 4/:/3 DO1 -076 ISSUED 04/13/2.001 10/10/2001. examined this ermit a know the same ns of law and rd i nance s governing t h i s specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date : 0/4/ r_ (206) 431 -3670 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. i r itzti,..,4 ; 119 (-,(, P..t; r :•)i J .; i DkV1 A.,1);, (:it ; U : .i!)9100 • 060(s I 4k. k * * k * k k ;%,' P. ,k ki-k*A A ,L A * A 4- %. 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A t 1 1 ) 1 .0‘., ofv; ,:ivi ), 1;*..4 • Ltt ) W 1 I he c:c»tip I w i th, led 1u-c.f ,.)1 (1C1 I al I C s pc..t Ti 1 L 1 ;1{4: LA) \/(:' :all I ;(t( . i 1 v 1.1.• v i t) 1 or 1 Lhf pry i 1 f)e •triv (,)1,1m,t ..ttr I ru:cit.; I zil.irtf.1 (Jr) Gt Li IL: i ,) cli"):!1.41.1;"ff " :1.1N» ...44,771_- , . . _ '1( 1 1\/Lttne : • • • Project Name/Tenant:, J �� �� 7.--1/ ay / 7) V alu ,�.,9 �- - j uCi _ Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Site Address: � - - City State/Zip: Alf / 65'— /V-e . / u kit , //f' /64' Ta Parcel Number: . S 7e L' 60 0 Property Owner. / " / A C 4 ,e47'7/ Phone: 2c C 4 /3 / s 4/.3:- 7 Street Address: 1ticr ' C ti y State/Zip: '9'a V -_ — - - 3 . / tr-t Fax #: For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of acce ssu , rig /alb ig Contractor. . te/< /-.p r Phone: Street Address: City State/Zip: Fax #: Architect: • e//ie r ,16 /1 We Ph one:, 7'7 el Fax #: S Street Addres I 0 ) 5k) �.�ox>a< ma c, ty ct Gip: Engineer: ,£= i e ,s d Y C,cJ6 Phone: cc'. 4' 3 5 9 "/ Street Address: S r City State/Zip: c) 0 % ---a 1 CP - 4 d.P f I /4s //G,) Icid e Fax #: Contact Person: Phone: Street Address: 0 r // N e \. City State/Zip: Fax #: Description of work to be done: S� =--:- 4 Do C Q L. 64-. Type of work: ■ ew Single-Family Residence Addition - Single-Family Residence nterior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s - Covered & Uncovered ❑ Residential Reroof _ Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: '7.-?. 0 sq. ft. Dwelling ' ' ' 1 sq. ft. Covered Deck(s) - 5 -1 2/L ) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling ca egr it,.. —2 S a' sq. ft. Covered Deck(s) , . l sq. ft. Garage/Gamut f to. •.Q c'a' sq. ft. Accessory Structures) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) r I I For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of acce ssu , rig /alb ig • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF T111 Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY Project Number: Permit Number: 1) 01-01 ' Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De•artment II ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ® Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: LLTSewor Main Extension 6 Private Storm Drainage ❑ Street Use p Water Main Extension ey Private Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous - End Time: O Public RECEIVED O Public CITY OF TUKWILA Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM : SFPERMIT.DOC 2/13/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: J4 � -� � ' (7,J --- Date: �� __ _ ,.e ..r Print name: //,!J 1e 7 _ 7 .4) � S / / C.e /E71 j . , L /c .47a 5 4/5 ) - Fax #: Address: / y j 5i 6 e_,--r 4 e_ Q f t Cit y !. a i Lam C,1_'/e p 2 ,; /� ALL SINGLE-FAMILY RESIDENT! L PERMIT APPLICATIONS MUST B . BMITTED WITH THE FOL. DRAWINGS PREPARED B' . REGISTERED ARCHITECT OR PRt` IONAL ENGINEER MAY B REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ 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 11-16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ in Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed b y 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. SFPERMIT.DOC 2/13/97 ** *k*>* k * * * * *k ***k A'A A kk *.AA * A . A A k A A A A A A A A A A A A A A A . A A A A i. A A A A A L A A A A A A C.11 Y (IF 1 1,KWt1I .l1 W1\ 1 ►- 'Af1`7111 I kA kk * * *k *)( *. AcAk*A AAAA* *AAA *A AAAkA AAA AA AAA AAAA 1 RAFJSMI 1 Number: Ii01 004 5>!t Amount: (J 6 . 9 '1 ►.' I i . / 01 I !) : 1 9 r'aymr'r►t. Method: LFII_• CK ;'t,tat. i urr: NL(7f:A I f I 1 n i t.: ;III Permit No: 001-0/6 1 yl :rt:: f.)f VIF'f .PI•i ( 1 VI I t ; l I • i ( 1 . 4 1 I `F• i F .I I Parcel No: a'.,9700- 0600 Site Ac1dr•c.(353: 19917 t',!) AV S I oL ;j 1 f' (.!w) : �)',►1, t :) i rhi5 Payment 616.94 ! ot,si f ALL I'n►t : 9!)0.0.3 Ilse I a►tc1t : .00 * * ** *** *kk*******A** *kk * kkA* AAAk kAA AAAkkAAAAkAAAAAAAAAAAAAAAAAAA Acc:ot,t,c Code 000/322.100 000/3'1 !i . ti:3C) 000/386.904 Deticr I tit. Ion RI.Il1. DING f F S PI AN CHECK - RI'.S S rA I I HMI I)JNG SURCHARGE Thts, Pi,vment L t*At4fi*A—V****iA.+444.44Aft4r*AktAA,Al.t.kti-AAthmi,c-Nt—ttliv;i•k 1 , t0 1Y OF TOCWILA)1-! .V A8kA*4A****Aik4,-*AiNtiAM4A-4.-tklYi1-41.1 1PO4!-All Oumbc.r: r(01( tinc,vht: • Pavment MethQd: t:HE(: t1 t 1:HlidYL fif 1L11 1 N Parce.1 No; Sit:e j 111.' Rccetint C01111 PLAr; (11ECI Ei; t ,4 A 1- )1flt 7 -; P Ject: / 1 r K/f .r ;/ ,( / ; 111 Type of Inspectign: 1 Ii -- Ir . ( Address: / ,. Date Calie , Special Instructions: Date Want d: af Requester: Phone No: i9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector rr PERMI (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: I t , ©&l /)L' /1 Date: ( ) S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P,�rppject: 1 / f r ih k(' 31 L►1 LC. Type of Inspection: I S 1 - t - . , Litt I i 1-4 .a «. Add ss ( c, ILfL ' i Date Called: "3--G 3 Special structions: Date Wanted: r - L 1 ` L J pAI. Requester: Al (i F 1 - ,I : - ) Phone o: i/ly 6 i L if) Inspector INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 15/.. ...„ Approved per applicable codes. 0 Corrections required prior to approval. Date El $47.00 REINSPECTION i E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ct. Type of in ec ion: A ' dr • Date Called: ( 1.? U Special Instructions: L ` Date Wanted: /y/71, .,fi, Requester' -�_ • 4 Ph 't t / 6423Y/ _ / COMMENTS: Inspector $47.00 REINSPECTION FE paid at 6300 Southcenter Date: .7 0 0 , /V7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -367 REQUIRED. Prior to inspection, fee must be ivd., Suite 100. Call to schedule reinspection. Date: V A l)pruveri per applicable codes. 0 Corrections required prior to approval. Receipt No.: P o ect: I me (�rrc- r Type o I spection: • , f,< .S rid_ • dres ¢ ' ate Called: a Special Ins ructions: ' ate Wanted: / /y ( ., g.,,: " Re uester: q 71 P o r 431 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206)431.3670 D Approved per applicable codes. COMMENTS: ,Z. / 4 .// r�rtij / �" Date: 1, ` - C/ $47.00 REINSPECTI9N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Fit Corrections required prior to approval. Date: COMMENTS: Type o Inspection: / / /4 Address: 6 . I ' 4 Y Gr!•1( '_ s. • . Special Instructions: _ ~ v _ •• _ t h Lk) i . Lk) i \ \ ei 1,,,`�" : , ' G -9 S) c Q wGL a k_ t Project: Type o Inspection: / / /4 Address: 6 . , „ G . s. Date Called' . — r � 1 _ Special Instructions: Date Wanted: a,tp. / / —cl� '. ( Reques er: 7 Phone No: (�' .*,) 3.7/ /7W INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 11'1 c (fir"' � ao0 Ty �t I p � e ti : K r �w+ � r dr �. r L i I *g p t Date Called: / 7/i? Special nstr�Ictions: Date Wanted: a ! S : •. Request � -' 4, il Phone al (0 3d/-/-7/7i-k2 < /*I '7'7 INSPECTION RECORD n 7 Retain a copy with permt INSPECTION'NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approvers per applicable codes. COMMENTS: Inspecybr: Corrections required prior to approval. Date: Il l, � Y N ✓� 7 ED S4700 REINSPECTIOW FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W I O O � COW I- N LL WO IL < N O W Z� W 3 ▪ N 0H W W u. w z° � O Z COMMENTS' `) k j ck\ 1 rt a- • . Ac T s l� �c. e c ,r Date Caltdd: l t Ua � ) 0 i Specictions: 1 A \ - ‘ -.. r r Date Wanted: // / 1 1 ( s / or� <: " V(4C \.( iI)r Phone o: L -, ( r �5 • • ,.. ai.rc_ C o Q e \\ k V\ c V\ SO A •.\ 1 (.^ • I• re r J Project: a t1 7/fl (1 ( 1 1t.A& , Type iR /4 / Inspection: /Alt i ru m• . Ac dressy (�� S t �9 Date Caltdd: l t Ua Specictions: Date Wanted: // / 1 1 ( s / or� .,-tr;tn: p.m. Requ ster: ii ,�J IRA / `�- Phone o: L -, ( r �5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit f l A nn NO. 20•)431 -3670 n Corrections required prior to approval. Date: E1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: t/ 1 � G r / i Type o Inspection: x. A dress: Z 1 y 5 - G 2- ) (0) cal"; .m. S cial Instructions: rr v 4t0 Phone No: e e to ( ?khr_ -. {)v "t� r n( Project: It c,1/4 t/ 1 � G r / i Type o Inspection: A dress: Z a! 1 1- { _ 1r Date Called: 11 Date Wanted: l 1 . 5 - G 2- ) (0) cal"; .m. S cial Instructions: Requester: ' c v 4t0 Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1- 0 (206)431 -3670 tk pproved per applicable codes. J Corrections required prior to approval. Inspector: Date: ' /.' —, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Ins9ection: ,e'r -, AddresS!' /(// ,--/ Date Called: ci9i; 4,, e--0-7 e6 Special Instructions: Date Wanted: i ) ,1 ) / a m . . m. < ' I rz,,...._ a t , 1 .1.-,' i A-01.../e1 J j )-) - 7 1 /1 l - I Phone No: .- --/ (.• ,-- ) i re ...) Li C / .; t).- . Project: , ,- ,... 'f -„,/, , 1' /1 .// / Type of Ins9ection: ,e'r -, AddresS!' /(// ,--/ Date Called: .„ - / ta (..., .• Special Instructions: Date Wanted: / a m . . m. Requester: - • . i';': , • „ ,..., Phone No: .- --/ (.• V:.. f..ee/.., 0 Approved per applicable codes. Inspector: , ,, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date 0. es SYZ (206)431-3670 Corrections required prior to approval. El $47.00 REINSPECTION V FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: n , 111 — 2 O 0 uw 9 • u w o < UJ ZI— UJW 0 O 3 2D c o O -. 0 W uj ra . W (1) rg P p 0 COMMENTS: • r. 4 / i - .r ......� Type of Inspection: . Adcress: (9 3 ) 1 H ci ?t Date Called: S a () Special nst uctions: 72) Z: % ..,,f e-•,-(-4:,,, I, ..., !/L iR,..___ f ��2a.^r 1---9,1,-- pis -G-,. .5�.--, A 4-7 /,.4.1r�/J I, u•// , .4. 4 kin , ` 4..._$ — / c q �.r - i < zi .c-. Project: �. \ A' Type of Inspection: . Adcress: (9 3 ) 1 H ci ?t Date Called: S a () Special nst uctions: Date Wanted: a.m. C_ oa) p:m: Requester: Phone No: 7C1L- Lk - i- ' -1 )2 Id INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector; INSPECTION RECORD Retain a copy with permit Date`� (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIdN FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: COMMENTS: Type of Ipspection: • d r I/ <A / PL D Called // /�- .'.. . . Date Wa to a.m. Requester. / } '76''r 1-/r) Phon No: 2 /.. I f L // 61, - h/ ? 1 - >PV\ e1t'' - 1L'i CA t # ;∎r)✓ C , : h e r J r' ject: ' J V Type of Ipspection: • d r I/ <A / PL D Called // /�- .'.. Special Instructions: Date Wa to a.m. Requester. / } '76''r 1-/r) Phon No: 2 /.. I f L // 61, - h/ ? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E Approved per applicable codes. Inspector: \ 2., : , a Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431 -3670 Date: COMMENTS: Type of Inspection: - � Address: b S Nem, F Date Iled: - 10 -02 Special instructions: Date wanted: 7 " ' ! a2 a.m. p.m. Requester: M arhio kay Phone: 20€7-431— 3 q 3 1 — If -di- 6 `, ' ' °.r' iw',r... G^4 ` < . .. 't f u' ( d, j ' L1I ' /L :t t . L ; / S . • N .i ra . i r r % - r C. l... 1 . (A-4 _ 1 t) . 7 / t ...,A4,_,, �; J , r ` i c ,.:t` .., rf r7 1 Project: l4c rtin 4. Cheryl x y Type of Inspection: - � Address: b S Nem, F Date Iled: - 10 -02 Special instructions: Date wanted: 7 " ' ! a2 a.m. p.m. Requester: M arhio kay Phone: 20€7-431— 3 q 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do) -07 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: t\J Date: 1 !! /116 t 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m(�st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: r / VI ra-I-4, Type of In pection: _ j,,,,, � ,, Address. L912 / S 1 >~� � �' Date called: - 7 4 0 Z 3 . Date wanted: U C3' I- 02 a.m Special instructions: p.m. Requester: 1� Phone: r - -)(p , - 131 - 31_1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Project: '\ m �c� Type of Inspection:. 1re-' Address: j_i Date called: Special instructions: Date wanted: )) 1 ff� (a Co } �`t1 p.m. Requester: ir, V" - 1t tlil Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: t4)ln1 POW 11c"✓ V ' r eta • Ou INSPECTION RECORD Retain a ropy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. t1 Gam, V 1 1 ( 4,4 1 4�-, Inspector: f Date: x -Oz 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: I t COMMENTS: , _ # r % u f 01321.11M111.11 Address: x - 1 S \ - I C I Pt Date called: (0 6) �Il Date wanted: / P •V 6 (v L•.. - 1 r Project C Type . Inspection: ) Address: x - 1 S \ - I C I Pt Date called: (0 6) Special instructions: Date wanted: / Requester: Phone: 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 &Approved per applicable codes. J Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: t 0 1 >A 16 ,r SIlr"ch-1-1-,■ i `c E t f�._ Inc, t 4 0Yl1 G ( ! 1 t(- t t c i J ate ca / Dt t . / / C • L P.�t I SL) r )( Special instructions: /, . i J r, 11') il o i ll I it c t e-'(-- c . \) 1 11111111Mn L. ,, 1, m P.m. Req est er: 1- -{ (( I( J + vl g ) (� O : t { t i .a, tr( ■ / 1 L) tr0v∎ � 7 Int)r )0 v tv et re, r. 1? (( rr'i>, �P oject: t Kfi ! /Jk 1 1 1 /. ii.) 1 f T pe of Inspe / X '�) rC( t i ,r " e: / 'c--. ate ca / Dt t . / / C --i Special instructions: /, . i J r, 11') il o i ll I it c t e-'(-- c . Date ■w n ted: Cr r . t4 / L - ,1 m P.m. Req est er: 1- -{ (( I( J + vl Phonc: 7C1. - _�_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 'Corrections required prior to approval. Inspector. < Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO, (206)431 -3670 i j COMMENTS: *A . 0 C r cis (a1\nu)S • 0 0 r cov1 sL L SC4 kt.! C( )1' 2 ru c,uv1 A c t4 t ct„1 'i r)04 t�^r sn rt iI.), ^{ j "N(.( %,/ p a F'vl ra t1 r-C'r1 Phone: h 3) /1c Lk) Ft .-' -ev't or , 4,int I t 1 v4 6erv1 __ILL' 1 \ 1r\ t r� 1 1.. 1Cn _ M . 1 0 ')r 1 rtv'1r i A, -f ) f)( 3 rl0- V1.4� \ pil L \c,-\ It r`r l' ti no i� � O , p -e - ,) A \ p t ak S- -1 cl p -e ( ) \ !)4- c \\ 6 ~ �-( ✓\ 1f`E�l� to ..) f')l1 t "t \' l tt4 \ \CI j u '\tWecI -1 ( ` r O O \ 'Y rI O `t ' '�4 � r C) w i Y« rL '''"\ r) ! i0 P r - I' li'115 l e Ct Project: , � �, � ^ � � Type of Inspection Address: I (a22- - I 5 19 Pi Date called: 3- (0-0 Date wanted: ( m) '3 to'o p:rn. Special instructions: Requester: Phone: 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 Approved per applicable codes. Corrections required prior to approval. inspector: I_SA? - Date: 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: Z W 00 CD LU • u. J W O g LL j Z �O W • (3 O • N ON WW U LI z COMMENTS: ((, C')I)v\dG;`k-iby\ ' ' - ixAAyc ,: t 2f • fie L' S . -e r` c< l op /,UP c I 1 Ar Y`fr 5 inY —.4- - r G' Date called: c--7'1, 7 -6 (4 \\(),b• Q Date wanted: a.m. Requester:,. ,,eiely Phone. CG'' ,) - ? /3r— s " (7,5,z Proj�eect: i �, / /1 Type o nspe� n: • Addre s ' Lc(/ Special instructions: r G' Date called: c--7'1, 7 -6 Date wanted: a.m. Requester:,. ,,eiely Phone. CG'' ,) - ? /3r— s " (7,5,z L INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 "Approved per applicable codes. Inspector: R.4 Jai t PERMIT NO. (206)431 -3670 Corrections required prior to approval. i I Date: - l >C>) Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: La • f' fir #b . Type of Inspection: - ... 4 .1 Address: 1 tDS +h Date called. 1'1 f Special instructions: Date wanted: a.m: .. L Requester: Ft in Phone: D(7(n 1- i 31 fi 1- i - z.. 3 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COM ENTS: r'' p 4 -Li t Z Inspector: Date: ) { I lam'F� �f Corrections required prior to approval. El $47.00 REINSPECTIONE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I 4: 0MMENTS: Type of Inspection: r. VeS fir rctirrq �' --- P. Je it a, t ;a al tilt N _ Date a ed: n DI a.m,� P. m. Re u er: (' ` Phone: ,Dpo /f . am -4 . . ! 0 . 0_• ° IV 0 0c, •) 9y'1 j V Ir r P I 1 ('rY � -f1 _ , • • . 7J jnj r 171Q l Ssue,- - nI,1vIrcr l )v\ c' Cr C j 5 t. j\C ' 0 _ e .- 1,. , r -I, ltl/ b k.1A\c =►ter , V r' Z ar - 1 1)01' W . f i N. Pr ect: Cl (A4 C., ( Type of Inspection: r. VeS fir rctirrq tl �� A1 1 (p c 4 S Date c� 0 -• Special instructions: _ Date a ed: n DI a.m,� P. m. Re u er: (' ` Phone: ,Dpo /f INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION { 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A (206)431 -367 pproved per applicable 'codes. J Corrections required prior to approval. • Inspector. `3 ` 7 V.- U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: boi -b PERMIT NO. ate: � 3( 0 �r jetty �} rel iIj/ ri(if /I -1 R-C Oni WWO Type of Inspection: •111∎. r ` � r , N. ' \'r1 A drrs's: . /q /7 & S r1 it _..., Date rJal d: 14 / .i / I _. Special instructions: Date anted: Z C anted:, I : -•- Requester: Ai\ r, r K Phone: cL.r — 4 -1 'i -- ; q ?2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 " r2ipproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date• LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: File: DO I 35mm Drawing# ENGINEER'S NOTES: L.% +-{r/5A Hot DON %TiACHEC z()) - 4X (l: N !1. ) C I HIGI ".1 GO" &1111+;!X1'0 1 - 4X (I:.14.0. n ►iri. S'.reAr E HO:.JCWN r.1' /.Ch-+E0 TO (2) °ROi 17:: (2) ROMJ 10 F?DM 1.1-.5'1 V,? .-.C' IN 10 4X :AI / GLAZING SCHEDULE i :.nufacL::m - -r$M 'type j M V- . x r?�.... £q( E 1 . 6C,,$ _ 4 De* 4 /t SiC' ... _ � .. w 1 / / <? fit_ J_ 1 V K ) °x8° L- 1 3 °X8° 5 5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. File: DO1 -0110 35mm Drawing# NO MANUFACTURER FRAME MATERIAL. MODEL k SIZE U -VALUE AREA S.F. 3 AL. / 1 A i A A. / r ! e) 6 X /6 l a 6 /k / s ______Lc_iz.ZZLItt- ide*C l JO 93 l( C!TYIOF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: ((g , 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 ENRGYCOD.DOC 2/13/97 TOTAL GLAZING AREA S.F. . TOTAL CONDITIONED FLOOR AREA / / : - A C T I V I T Y #: TOTAL GLAZING AREA -3. (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. DUI -076 ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM ❑ WHOLE HOUSE FAN' Q 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ,c Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. 0 Overall living area: One wall port as specified for bedrooms. OR Central forced air furnace which delivers outside makeup air through the ducting system. MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ACTIVITY 4: H -15 '.t .* Project Name: Contact Person: Summary of Revision: l REVISION SUBMITTAL Revision submittals must be .submitted in person at the Permit Center. Revisions will not be accepted through the mail, firs, etc. Date: 1. �v O Response to Incomplete Letter II O Response to Correction Letter II O Revision M after Permit is issued Project Address: l L•� � L v J 6 r, N D J .L1 7,15 AS 4!) M Iv1 1 1 p/ A'TC AJd r Cite of Tukwila Department of Comm Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila. WA 98188 (206)431-3670 Plan (_heck /I'erntit Number: r: r t; c'` I ` 1 Phone Number: 4# 4 ?( �: r 4504 -u 7i v A) Rfr? c- x■ Q 6 "ti -k L j'- C. - 1 4r r. it) &d - 062. J 4212- . .1~t;- T c.1 a M _ C P AA-I' ('AL 4 -j)1 •7 0' ; :uJ` 11 Q.� L ;L. i > /,S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O Entered in Sierra on 4%%1 08/30/00 ( i kJ EIIbL�I.LE w a . t■b To 5cA,c.E NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. tetikerve..— *-1; I yr.- CGS u c1 wmoile Ellisport Engineering, Inc. Client: Site 4:41 Calculated by: Eric L. Rice, PE Ellisport Engineering, Inc. RECEIVED t ot oil CITY OF TUKWILA 1 w IA PERMIT CENTER Ili! II \'t::. \\, ; PA: , 4 ; • , ,t• • , •, • • .tqc .,••,••• • . STRUCTURAL CALCULATIONS for the McGRATH/KAY GARAGE. August 17, 1999 Cheryl McGrath/Martin Kay 14924 62nd Ave S Tukwila, WA These calculations are valid only with an original wet stamp signed in ink. e &AB ! !• •• • ,. • , ••.1 • Ellisport Engineering, Inc. R1st Ave. SW. \ashon. 9S07() () 12I}6) -163 -";3II Scope of Work: Ellisport Engineering, Inc. was asked to provide lateral and limited gravity(roof framing) structural calculations for the McGrath/Kay garage. Our engineering information is shown in the "CONSTRUCTION SKETCHES" section of this report. The information in this report conforms to the 1997 Uniform Building Code. Questions should be addressed to the undersigned. Eric L. Rice, PE Ellisport Engineering, Inc. Copyright I 90S. Ellisport Engineering. Inc. PklII1:.1:1' or, FIGI'RFa i I;'r• t'IlE(:t:D ltl' HATE �.Il f:i' HI: Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463-5311 Copyright 1996, Ellisport Engineering, Inc. PHOJE(,T JOB NO. LATERAL CALCULATIONS • I CHECKED BY I1(;I NEl) BY I)A'I'E SIIFZFZ. OF . I i (40 6- iomly, ExP" ne-fitob 5 ()6 4- ( (7)6 3,-2) zr 24 1 F L F LEVATION -E0,06 3 (AEU:4/7 (15-7CP)(1T)(1-5)1.• 3 Q ?—is" /1 1,0 0 OUPSF)(4)(14)(7, 6r,zr) 21 fr- 4-4-z103* WEST ELEVATION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. rot "ot opts Ellisport Engineering, Inc. ansysrss Bass Sheer- Seismic wt w2 wr wlotal • 0 0 44253 44263 0.54 1 5.5 Cts 0.02 lr5= 25 0.2238 Fl: 0 (30-4) V. 19435 0.36 (30-5) Vmaxs 7243 (306) Vmins 1753 Vposs+bles 7243 or Vdsstgns 7243 nsgas 2.5 44263 708208 7243 inverse Seismic Table Story Shear Oiaplragms 1 2 3 4 5 6 7 Story ha wx wills Fxrtorycoef Vs Fpxstorycoel Fxstorytores Fpxtrsns(plf) Roof. 16 44283 706208 0.1636 0.1636 7243 7243 172 3 or 2a o 0 0 0 0000 0.1636 O 7243 ERR 2 or 1> 0 0 0 0.0000 01636 O 7243 ERR 1 or Oa 0 averse Seismic Horizontal DIstribytlonfbased on bib area ratio) 19435 Grid Li Atrib per Ora Atrib/Aroof Force per wall ri plf p'plf A 4.5 1012.6 0.50 1304 0.40 290 230 8 1012.5 0.50 2318 040 290 230 2025 < 0 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 B 6 1012.6 0.50 1811 0.50 362 287 5 1012.5 0.50 _ 1811 0.50 362 287 O 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 c 0 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 D 0 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 E 0 0 0.00 0 0.00 0 0 20501 81st Ave SW, Vashon, WA 98070 (206)463 -5311 4 • Ellisport Engineering, Inc. '•^'.ndancy factor <• 2/3 building height= 16 67 rmax(p)= 050 ba 2025 30-3) p •2.(20hmax(Ab)1/2)= 1.111 (1.5 max,1.0 min) 30-1) Edesion•pVdesigN1.4= 5748 )0.2) Em•omegaVdesign= 20281 ongitudlnal Base Shear-Seismic w1 w2 wr wtotal '7" 0 0 44263 44263 ✓ a 0.64 1 5.5 Cl. 0.02 hoe 25 • 02236 F1. 0 (30-4) V• 19435 a• 0.36 (30.5) Vmax• 7243 (30-6) Vmn• 1753 Vpoesible• 7243 or Vdosign• 7243 mega• 2.11 oval .00f roof. 'udinai Seismic Table Story Shw Diaphragms 1 2 3 4 5 8 7 Story ha wa waha Fastoryooef Vs Fpxstorycoel Fxstoryforco Fpxiong(p0) Root 1$ 44263 705208 0.1636 0.1536 7243 7243 237 3 or 2• 0 0 0 0 0000 0.1636 O 7243 ERR 2 or 1> 0 0 0 0.0000 0.1836 O 7243 ERR 1 or 0) 0 44263 708208 7243 pnaltudinal Seismic Horizontal Olstrlbutiontbased on trib area ratio) 19435 Grid Li Atrhb per grid Alrib/Arool Force par wall ri pit p•pit 1 4.5 743 0.37 569 0.17 127 90 7 743 0 37 886 0.17 127 90 2025 < 5 743 0.37 633 0.17 127 90 4.5 743 0.37 569 0.17 127 90 2 4.5 1252 0.63 1214 0.37 270 193 5 1282 0.63 2158 0.37 270 193 4.5 1252 0.63 1214 0.37 270 193 O 0 0.00 0 0.00 0 0 3 0 0 0.00 0 0.00 0 0 O 0 0 00 0 0.00 0 0 O 0 0.00 0 0.00 0 0 20501 81st Ave SW, Vashon, WA 98070 (206)463 -5311 Ellisport Engineering, Inc. 4 5 O 0 ERR 0 0.00 0 0 O 0 ERR 0 000 0 0 O 0 ERR 0 0.00 0 0 O 0 ERR 0 0.00 0 0 O 0 ERR 0 0.00 0 0 O 0 ERR 0 000 0 0 O 0 ERR 0 000 0 0 O 0 ERR 0 000 0 0 O 0 ERR 0 0.00 0 0 O 0 ERR 0 0.00 0 0 rmax 000 dundancy fador <■ 2/3 building heights 16 67 rmax(P)+ 0 37 + 2025 1.3) p•2 {20hmax(Ab)1/2)• 0 807 (1 5 maa,1.0 min) 1.1) Edaign =pVdesign11.4■ 5174 12) Em *amagaVdesign+ 20281 ND. DIAPHRAGM SUMMARY nd.Tibla Slay sly Wins1Rifith Eintati 1 2 3 4 6 7 8 Story vl w vi'w Vx Fpx(plf) Fpr(pa) rtool(trans) 241 42 10122 10122 241 172 Rool(lorq)> 241 31 7351 7351 241 237 3 or 2(1ans)> 0 0 0 10122 0 ERR 3 or 2(lono) 0 0 0 7351 0 ERR 2 or 1(Vans). 0 0 0 10122 0 ERR 2 or 1(Iang). 0 0 0 7351 0 ERR VOTRANS 10122 VOLONG 7351 SNEARWALL SUMMARY id Transverse Horizontal Qlstributiontbaaad on Crib width) Y)pyD 5 EISMIQ gal Grid Li Mb per grid LtnhlUool Face per wall ri pit p'pll Wall height Holdown force 31 A 4.8 21 0.50 1822 0.40 405 230 16 6478 cis a 21 050 3239 0.40 405 230 16 8478 42 0 0 0.00 0 000 0 0 16 0 O 0 0.00 0 0.00 0 0 16 0 6 6 21 0.50 2531 0.50 506 287 16 8098 5 21 0.50 2531 0.50 506 287 16 8098 O 0 0.00 0 0.00 0 0 16 0 O 0 0.00 0 0.00 0 0 16 0 C 0 0 0.00 0 0.00 0 0 16 0 O 0 0.00 0 0.00 0 0 18 0 O 0 0.00 0 0.00 0 0 16 0 O 0 000 0 0.00 0 0 16 0 0 0 0 0.00 0 0.00 0 0 16 0 0 0 0.00 0 0.00 0 0 16 0 20501 81st Ave SW, Vashon, WA 98070 (206)463 -5311 (o Ellisport Engineering, Inc. O 0 ERR 0 0.00 0 0 0 0 rmax= 0.00 SHEARWALS. SUMMARY Mnd Lonaitgdinst Horizontal Dlstrlbutlonfbssed on (rib width) 5^1]$12 SEISMIC .evel Grid Li LUib per grid Lfnb&roof Force per wall ri pit p'pll Wall height Holdawn force loot 1 4.5 15.25 0.50 788 0 24 175 90 16 2800 loot* 7 15.25 0.50 1225 0.24 175 90 16 2800 30.5 5 15.25 0. 50 875 0 24 175 90 18 2800 4.5 15.25 0.50 788 0.24 175 90 16 2800 2 4.5 15.25 0.50 973 0.29 216 1P:i 16 3459 6 15.25 050 1730 0.29 216 193 16 3459 4.5 15.25 0.50 973 0 29 216 193 16 3459 O 0 000 0 000 0 0 16 0 3 0 0 0.00 0 0.00 0 0 16 0 o 0 0.00 0 000 0 0 16 0 O 0 000 0 000 0 0 16 0 O 0 000 0 000 0 0 16 0 4 0 0 0.00 0 000 0 0 18 0 o 0 0.00 0 0.00 0 0 16 0 o 0 000 0 000 0 0 18 0 o 0 000 0 000 0 0 16 0 5 0 0 000 0 000 0 0 16 0 O 0 000 0 000 0 0 16 0 O 0 000 0 000 0 0 16 0 O 0 0.00 0 0.00 0 0 18 '0 rmax• 0 29 MO SE SMIG Grid Li LUib per grid LUoblLroof Force per wall ri pit p'pll Well Might Hoklown force bor2 1 0 0 ERR 0 0.00 0 0 0 0 Floods 0 0 ERR 0 0.00 0 0 0 0 0 0 0 ERR 0 000 0 0 0 0 O 0 ERR 0 0.00 0 0 0 0 2 0 0 ERR 0 0.00 0 0 0 0 O 0 ERR 0 0.00 0 0 0 0 O 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 3 0 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 4 0 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 9 0 ERR 0 0.00 0 0 0 0 O 0 ERR 0 0.00 0 0 0 0 5 0 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 o 0 ERR 0 0.00 0 0 0 0 O 0 ERR 0 0.00 0 0 0 0 rmax= 0.00 In= af.1.3MIQ evel Grid Li LUib per grid LUib/Lroof Force per wall ri pit p'pif Wall height Holdown force 4■x1 1 0 0 ERR 0 0.00 0 0 0 0 1. 0 0 ERR 0 0.00 0 0 0 0 20501 81st Ave SW, V'ashon, WA 98070 (206)463 -5311 Ellisport Enghieering, Inc. 20501 81st Ave. S.W., V isholl, WA 98070 ( 206)163-5311 F02C4 L /97 6/U 4u\ 6orsi)6e)( z T o e G1x(0 Nr Z✓ 1,J r� Copyright 1998, Enisport Engineering. Inc. zxco Ha I'UOIE(;f ,OIS NO. FIGURED BY F ., e CHECKED BY DAM 00 ? SHEEP 8 of 540 ,tt f,y Id Sp ;Criv.J ,7)06. Tc 'i4cL flde z, S 19 C /z E � G 0/62 -✓S 641,6e. (91,J0 (_ vnd S. Ai-rei 91i Z (SXM) ( 8.7.x")2 �x �� s ��(d )� � -� .s8 .1 a ()(e (7 Z) 017 z /ilr3 1.= 13.r (ow IC/C G.(/ 7 / / /r/J y Pr rz (6 d ) ' 16) � M (z )rl (od CN A of Pc 9CE 1. 7 )C ( 17.3 pc,' (f)('1)(9 u,Z 1 (3.s z) (� )(1 . te ( �,.z4 � 4 (z)(7 2 ) ,1911 1/497 17. PSf C OS 12= 17PSf Ur° Tar 61. S. (IVs/a+,» r7 PGf UP (�I FLF)(i ?72 v 1 47Z 3 u �r K 1 9 - ` 6.5 Fr -->, 30 k 30 x /z turn) 4-9 (/y ,/ y W cv Ellisport Engineering, Inc. 20501 81st Ave. SW, Vashoit, OVA 981)70 (106) 463 -5311 G4PGe F�.JO ! ✓�)c.0 s Copyright 1998. fillispnrt Engineering. Inc. (is-Ts-Fs (0,Zr= 15 P� lROJE(, JOB NO. ( :1IECKEI► BY c G 2/1 HONED BY ► NIT. 00) SHEET q 01 / r )(5-'. 5)(7 .5 /) (9) , 1 Sad MO. 7 r) , 7r)= -- ZV e `" C) (3) 1,1rx .5,r 1 cvt_ ✓ to (q) I,1 5.S /it L-vt.. (Z) ZX (o HFZ 6 TO le)i (s)(q,'r)= 14 L, PLF (2) Zx(v 41fz (Utr (3) /.?Sx S•S !, WS Lvt,( n) Ellisport En& eenn g, Inc. 20501 81st Ave. S.\V, Vashon. \NA 98070 (206) 463-5311 ritl a tmt.t., r o,yr `6 (:) Copyright 1998, Ellisport Engineering. Inc. pRojEcr JOB NO. 1 BY C78 # (is)6o,(' t): 6 (1 oit—ft (4)t,1c 5-, r 1,6)e WS LA CIIECKEO BY I )AIT. 9/ 6 (99tillEET (0 Of (3) . 7 TY ttl • Ellisport Engineering, Inc. 20501 31st Ave. S.W.,1`aslion. WA 98070 (216) 4(13 -5311 W4 it, 5 - rU Zxl en, a ) c: zoo Copyright 1998. Ellisport Engineering, Inc. I'RO)EI;r /OR NO. CIIECKEI) BY (S),z (0VI5.&zs-Vint) r �' Qc,I sii I3t 0� (zo.r) • /2 M f1 al' KR rllilIRIil) BY I1,1EE 1 9/ /zi 9 it SHEET 11 or B: (IS rrF) OA = i46 pc-F P * S.(zsrSF�(IG,16 . e 4(0 P1,1 ? v `II vfC 1( ( 2, 3.1 ti (it - ti) b i- ,%12-.1 5 t W , �, 3 z8# 41 41 14 o G I t ,J :IX tNI 6Z D 4- (A) Ube 614x A U G ./ . V v /` Pi 644s 273 /' o C N6 ry Y 1767 0/4 i G '/,p' r1,41--Y / S �.rCtve>to 59t1D D(,'7N 2x 6. /z "QC : a : .(15-"0 '108(0 )e 16 . LJ W 1'.,zJ 212 X7.6' z .4 4- LA, F 3 �"'--- n -1- ,7 1:',: 24 b F I - iO. 1 0 1,75 S4-(.0 ? p: fors ( l ?• ` S r 4` 328 4- 410 -I- lr I lo ��0 C _ . ' S. �ZS rsr� (,L ,s'? 13 I P tt 7/ i 3 1 00 4. p a (sz-r3 17 -f- tt) N .9 Z 1 3L d 2900 I t, G t: t` N N (12-M) 4 5 /z v e 7ZV3 4400 273 lC,"° C. zL 71 F 7 Clz I) + S + w/z 4 v 32S 547 1200 Ifv uC s Ik;0C.4 17,3tFtF 1, 71 0$' 1.ii I it I IIS C r� j78 its Zx ( v 14. r z r ? i ' O C_ Z aa F U 2 w0 u.? D. w w U of w lit 0 w z 2 ELLISPORT ENGINEERING, INC. 20501 81st Ave SW • Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email ellisportl @aol.com [Rev 5003001 Tim eirMe ti er l iformat<ion Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LL @X Point #2 DL 1.L @X Point #3 DL LL ®X Results Mmax @ Center @XQ fb : Actual Fb : Allowable fv : Actual Fv : Allowable [Reactions @ LL Max. DL +LL @ Right En DL LL Max. DL +LL I Deflections Zcj 1983 -98 ENERCALC Description Gable end wall studs in in ft psi psi ksi ft 20.50 #/ft #/ft lbs lbs 578.00 ft 19.500 lbs Ihtt 615.00 ft 18.000 lbs lbs 256.00 ft 13.500 Ratio a 0.3327 in -k ft psi psi 4U.btf 13.53 1,150.3 3,458.0 Bending OK psi 46.7 psi 379.1 Shear OK s lbs lbs lbs lbs lbs -"es LVL:5.250x 7.000 5.500 2.00 russ Joist - MacMil 2,600.0 285.0 1,800.0 1.330 No Title : Dsgnr: Description : Scope: Timber Beam & Joist " es 6x8 7.500 5.500 2.00 Hem Fir, No 2 675.0 70.0 1,100.0 1.330 Sawn No 14.00 83.00 0.7188 24.40 7.00 645.3 897.8 Bending OK 19.8 93.1 Shear OK Job # Date: 5:22PM, 16 AUG 99 Page j2 • "es • "es : • as • as ry es 2 -2x8 LVL:5.250x LVL:3.500x LVL:5.250x LVL:5.250x 3.000 5.250 5.250 7.000 5.250 5.500 5.500 5.500 5.500 5.500 2.00 2.00 2.00 2.00 2.00 Hem Fe, No 2 Truss Joist • MacMil Truss Joist - MacMil Truss Joist - MacMd Truss Joist • MecMrl 850.0 2,600.0 2,600.0 2,600.0 2,600.0 75.0 285.0 285.0 285.0 285.0 1,300.0 1,800.0 1,800.0 1,800.0 1,800.0 1.330 1.330 1.330 1.330 1.330 Sawn No No No No No 8.00 154.00 14.00 146.00 Bending OK Bending OK 49.7 49.7 99.8 379.1 Shear OK Shear OK 12.50 578.00 1,076.00 11.500 615.00 8.500 604.00 5.500 15.63 8.000 Bending OK Bending OK 63.2 21.5 379.1 379.1 Shear OK Shear OK 19.50 731.00 13.500 0.6677 0.4695 0.4196 0.4131 0.3984 1 438 42.92 3136 ` 50. . 4.00 7.00 5.50 8.00 13.49 977.5 1,621.7 1,449.4 1,428.3 1,376.0 1,464.0 3,454.2 3,454.2 3,458.0 3,454.2 Bending OK 26.3 379.1 Shear OK 1.11 1.11 * if $ 1It 250.61 581.00 616.00 1,022.00 581.28 525.09 224.92 250.61 581.00 616.00 1,022.00 581.28 525.09 224.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,198.39 581.00 616.00 1,022.00 1,215.72 550.91 506.08 1,198.39 581.00 616.00 1,022.00 1,215.72 550.91 506.08 AN.MI..OMM AMMMEMMOMM) Center DL Def in 0.000 0.000 0.000 0.000 0.000 0.000 0.000 UDeft Ratio 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Center LL Deft in -1.235 -0.627 -0.262 -0.963 -0.666 -0.845 -1.215 UDeft Ratio 199.2 267.9 365.8 174.4 225.3 221.8 192.5 Center Total Defl in -1.235 -0.627 -0.262 -0.963 -0.666 -0.845 -1.215 Location ft 11.398 7.000 4.000 7.000 6.450 7.875 10.686 Men Ratio 199.2 267.9 365.8 174.4 225.3 221.8 192.5 c:\ enercalcwin95 \ecwfiles\martinkay.ecw:Calcu KW- 0601476, Ver 5.0:6, Jul - 1998, Win32 -- ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 -463- 5311(ph),206- 463- 2578(f) Email ellisportl @aol.com Rev 506001 L Description Wall stud [General Informaflon Hem ir, ' o. Spans Considered Continuous Over Support [Tiln6er Member Tri of rmation Description Span ft 4.63 11.00 Timber Section 2x6 2x6 Beam Width in 1.500 1.500 Beam Depth in 5.500 5.500 End Fixity Pin - Pin Pin - Pin Le: Unbraced Length ft 1.00 1.00 Member Type Sawn Sawn 1 LOMB - Live oa • Ise • is pan ' es ' es Dead Load PM Mt Live Load #10 ` 17.60 17.60 __ Mmax nttr • (DX= Max @ LeR End Max i Right End fb : Actual Fb : Allowable Shear © Left k 0.00 0.12 0.00 0.12 Shear © Right k 0.08 0.08 0.08 0.08 fv : Actual psi 13.8 19.5 13.8 19.5 Fv : Allowable psi 75.0 75.0 75.0 75.0 Shear OK Shear OK Shear OK Shear OK Re-Talons & Deflection LL Left k Total @ Left k DL ® Right k LL @ Right k Total @ Right k Max. Deflection @X= [Query Values Location Moment Shear Deflection in -k 0.0 2.1 ft 0.00 6.53 in -k 0.0 -2.4 in -k -2.4 0.0 psi 319.4 319.4 psi 1,095.2 1,095.2 Bending OK Bending OK in ft 0.00 0.00 -0.00 0.20 -0.00 0.20 0.00 0.00 0.20 0.08 0.20 0.08 0.011 -0.119 2.90 6.01 Multi -Span Timber Beam : =asic ow Fv : Basic Allow ft in -k Ibs in - t0 - 1983 :98 ENERCALC - - -- 4.63 6.53 -2.4 2.1 -0.1 0.0 0.0000 - 0.1174 Title : Dsgnr: Description : Scope : psi 75.0 psi as is Job # Date: 5:22PM, 16 AUG 99 o'uus Load Duration Factor 4.63 11.00 2x6 2x6 1.500 1.500 5.500 5.500 Pin-Pin Mn-Pin 2.00 2.00 Sawn Sawn es es 17.60 17.60 0.0 2.1 0.00 6.53 0.0 -2.4 -2.4 0.0 319.4 319.4 1,090.1 1,090.1 Bending OK Bending OK -0.00 0.20 0.00 0.00 -0.00 0.20 0.20 0.08 0.00 0.00 0.20 0.08 0.011 -0.119 2.90 6.01 0.00 0.00 0.0 -2.4 -0.0 0.1 0.0000 0.0000 Page 13 1.000 J c:l enercalcwin95� \martinkay.ecw:Caicu KW= 0601476, 5=J61 :1998, -Win32 ELLISPORT ENGINEERING, INC. 20501 81st Ave SW • Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email ellisportl @aol.com Rev 506001 Description Wall stud /D +.75[S +W)(12 -11) [GeneraFInformation 0011 ec on Rectangular Column Column Depth Width Sawn _Loads Summary Axial Load Eccentricity Applied Moment Max. Design Moment Using : 2x6, Width= 1.50in, Depth= 5.50in, DL +LL fc : Compression 89.45 psi Fc : Allowable 329.85 psi fbx : Flexural F'bx : Allowable Interaction Value Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow • Load Dur Factor F'bx F'bx " Load Duration Factor TO 1983 =98 ENERCALC� - 1111•..• 0.000in o a o umn - eig Load Duration Factor 5.50 in Fc 1.50 in Fb E - Elastic Modulus Hem Fir, No.2 0.00 psi 941.09 psi 0.2712 Dead Load 328.00Ibs 0.00 in 0.00in -# 329.85 ps 329.85 ps 329.85 ps 329.85 ps 941.09 ps 941.09 ps Title : Dsgnr: Description : Scope : Timber Column Design 1.00 1,250.00 psi 850.00 psi 1,300 ksi Live Load 410.00 ibs 0.00 in-# 0.00 in -# Total Column Ht= 15.63ft DL + LL + ST 89.45 psi 329.85 psi 639.21 psi 941.09 psi 0.9854 Max k•Lu / d Actual k *Lu /d Min. Allow k *Lu / d Rb: (Le d /b ^2)A.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Job # Date: 5:22PM, 16 AUG 99 e or is Le YY for Axial 2,00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 Ibs 4,834.00 in-# 4,834.00 in -# DL + ST 39.76 psi 329.85 psi 639.21 psi 941.09 psi 0.7806 50.00 21.64 11.00 1.300 21.409 1.100 34.09 16.00 Column OK c: enercatcwin95 \ecwfileslmartinkay.ecw:Caicu -- KW- 0601476;Ver 5 :0.6 15=JuI :1998, - Wn32 - r‘w UO tO w } o N Do O N Gt W w LL' w z U = 0 Z • ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email ellisportl @aol.com i Rev 500001 j Edi Summary S ee ss Detai - (e) 1983 =98 ENERCALC Amilesorwr Description Canopy Wall stud /D +.75[S +WJ(12 -11) Generafin of rmation 00 • ec ion Rectangular Column Column Depth Width Sawn Axial Load Eccentricity 0.000in Applied Moment Eccentric Side Load ....Side Load Eccentricity ....Side Load Dist. above Base Equivalent Load © Mid - Height Side Load Moment Max. Design Moment i Using : 2x6, Width= 1.501n, Depth= 5.50in, Total Column Ht= 15.63ft DL +LL DL +LL +ST fc : Compression 113.94 psi 113.94 psi Fc : Allowable 329.85 psi 329.85 psi 38.78 psi 276.80 psi 941.09 psi 941.09 psi Interaction Value 0.1804 0.5550 lbx : Flexural F'bx : Allowable Fc : X -X 329.85 psi Fc : Y -Y 1,016.25 psi F'c : Allowable 329.85 psi F'c:Atlow • Load Dur Factor 329.85 psi F'bx 941.09 psi F'bx • Load Duration Factor 941.09 psi • 5.50 in 1.50 in Timber Column Design o a o umn ' eig Load Duration Factor Fc Fb E - Elastic Modulus Hem Fir, No.2 Dead Load 328.00 lbs 0.00 in -# 71.00 lbs 2.75 in 11.00 ft 2.20 lbs 103.09 In -# 103.091n -# Title : Dsgnr: Description : Scope : 1.00 1,250.00 psi 850.00 psi 1,300 ksi Live Load 410.00 lbs 0.00 in -# 131.00 lbs 2.75 in 11.00 ft 4.06 lbs 190.21 in -# 190.21 In -# Max k'Lu / d Actual k'Lu /d Min. Allow k'Lu / d Rb : (Le d / b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d c:kinerca incwincw gkecwfi ei skmartinkay.ecw :0alcu Job # Date: 5:22PM, 16 AUG 99 e or is Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 1,800.00 in-# 0.00 lbs 0.00 in 0.00 ft 0.00 ibs 0.00 in-# 1,800.00 in-# DL + ST 48.36 psi 329.85 psi 251.65 psi 941.09 psi 0.3317 Column OK 50.00 21.64 11.00 1.300 21.409 1.100 34.09 16.00 KW- 0601376, - Vey 5:0.6; 15- 998; Win32 ELLISPORT ENGINEERING, INC. • 20501 81st Ave SW Vashon, WA 98070 206- 463- 5311(ph),206- 463- 2578(f) Email ellisportl @aoi.com [pe 506001 Description Wall stud /D +W(12 -13) L GeneralTformation ec ion Rectangular Column Column Depth Width Sawn LLads Axial Load Eccentricity 0.000in Applied Moment Max. Design Moment � rt ess Details Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow I Load Dur Factor F'bx F'bx * Load Duration Factor Jon 983 :98 ENERCALC 5.50 in 1.50 in 7. ti; 329.85 psi 329.85 psi 329.85 psi 335.59 psi 941.09 psi 1,068.79 psi o a o umn - eig Load Duration Factor Fc Fb E - Elastic Modulus Hem Fir, No.2 Dead Load 328.00 lbs 0.00 in -# 0.00in -# Title : Dsgnr: Description : Scope : Timber Column Design 1.33 1,250.00 psi 850.00 psi 1,300 ksi Live Load 0.00 lbs 0.00 in -# 0.00in - # Max k "Lu /d Actual k'Lu /d Min. Allow k *Lu / d Rb: (Le d /b "2) ",5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Job # Date: 5:22PM, 16 AUG 99 Page ( 4 Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 6,445.00 in -# 6,445.00 in Using : 2x6, Width= 1.50in, Depth= 5.50in, DL + LL 39.76 psi 329.85 psi fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value 0.00 psi 941.09 psi 0.1205 Total Column Ht= 15.63ft DL + LL + ST 39.76 psi 335.59 psi 852.23 psi 1,068.79 psi 0.9134 DL + ST 39.76 psi 335.59 psi 852.23 psi 1,068.79 psi 0.9134 Column OK 50.00 18.76 11.00 1.300 21.409 1.100 34.09 16.00 c:\ enercalcw \ecwfies\martinkay.ecw :Caicu KW-0601 476, 5.0:6; 15= Jiifl998;Win32 - U O W to u. w QQ LL< to ff Z LIJ N W Z U - O � ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email eilisport1 @aol.com L Rer. 506001 Description Canopy Wall stud /D +W(12 -13) `General lnforma ion TT ooe ecion Rectangular Column Column Depth Width Sawn (;Lois Axial Load Eccentricity Applied Moment Eccentric Side Load ....Side Load Eccentricity ....Side Load Dist. above Base Equivalent Load t Mid- Height Side Load Moment Max. Design Moment Summary 1 Using : 2x6, Width= 1.50in, Depth= 5.50in, Total Column Ht= 15.63ft DL +LL DL +LL +ST fc : Compression 48.36 psi 48.36 psi Fc : Allowable 329.85 psi 335.59 psi fbx : Flexural F'bx : Allowable Interaction Value [Siress e a is Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Our Factor F'bx F'bx * Load Duration Factor 983 :9 8 - E N E RCALC 0.000in o a o umn - eig Load Duration Factor 1.33 5.50 in Fc 1,250.00 psi 1.50 in Fb 850.00 psi E - Elastic Modulus 1,300 ksi Hem Fir, No.2 13.63 psi 941.09 psi 0.0383 Dead Load 328.00 lbs 0.00 in -# 71.00 lbs 2.75 in 11.00 ft 2.20 lbs 103.09 in-# 103.09in -# 329.85 psi 1,016.25 psi 329.85 psi 335.59 psi 941.09 psi 1,068.79 psi Title : Dsgnr: Description : Scope : Timber Column Design Live Load 0.00 lbs 0.00 in -# 0.00 lbs 0.00 in 0.00 ft 0.00 lbs 0.00 in-# 0.00 in -# 330.99 psi 1,068.79 psi 0.3800 Max k'Lu / d Actual k'Lu /d Min. Allow k *Lu / d Rb : (Le d / b ^2) A.5 Cf : Axial Axial X -X k Lu / d Axial Y- YkLu / Job # Date: 5:22PM, 16 AUG 99 e or ' ma Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 2,400.00 in -# 0.00 lbs 0.00 in 0.00 ft 0.00 lbs 0.00 in -# 2,400.00 in -# DL + ST 48.36 psi 335.59 psi 330.99 psi 1,068.79 psi 0.3800 50.00 18.76 11.00 1.300 21.409 1.100 34.09 16.00 Page 1'I Column OK c:\ enercalcwin95 \ecwiiles\martinkay.ecw:Calcu KW- 0601476, Ver 5:0.6; 15 :Jul =1998, Win32 • ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 -463- 5311(ph),206- 463- 2578(f) Email ellisportl @aol.com Rev. SOe001 Description Well stud /D +W +S/2(12 -14) General Information Wood - Section Rectangular Column Column Depth Width Sawn [Loads Axial Load Eccentricity 0.000in Applied Moment Max. Design Moment Using : 2x6, Width= 1.50in, Depth= 5.94in, DL + LL fc : Compression 67.45 psi Fc : Allowable 380.00 psi fbx : Flexural F'bx ; Allowable Interaction Value Di ii Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow • Load Dur Factor F'bx F'bx • Load Duration Factor "(c) 1983 =98 ENERCALC Zx6 5.941n 1.50 in 0.00 psi 909.69 psi 0.1775 380.00 psi 380.00 psi 380.00 psi 388.11 psi 909.69 psi 1,010.40 psi Title : Dsgnr: Description: Scope: Timber Column Design t otarGotumn Height X5.63 it Load Duration Factor Fc Fb E - Elastic Modulus Hem Fir, No.2 Dead Load 328.00 Ibs 0.00 in-# 0.00in -# 1.33 1,250.00 psi 850.00 psi 1,300 ksi Live Load 273.00 Ibs 0.00 in -# 0.00 in-# Total Column Ht= 15.63ft DL +LL +ST 67.45 psi 388.11 psi 730.65 psi 1,010.40 psi 0.8961 Max k•Lu / d Actual k*Lu/d Min. Allow k•Lu / d Rb : (Le d / b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Job # Date: 5:22PM, 16 AUG 99 Le XX for Axial 15.63 ft Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 Ibs 6,445.00 in-# 6,445.00 in-# DL + ST 36.81 psi 388.11 psi 730.65 psi 1,010.40 psi 0.8036 50.00 18.76 11.00 1.300 22.249 1.100 31.57 16.00 Page IS Column OK c:Cenercaicwj 5\ecw files\martinkay.ecw:Caicu KW- 0601476, - Vey 5D:615 =Juf - 1998 , Win32 • ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email eilisportl @aol.com L Rev _ 506001 .. Description Canopy Wall stud /D +W +S/2(12 -14) I General - information oo• ec ion Rectangular Column Column Depth Width Sawn ["Loads Axial Load Eccentricity 0.000in Applied Moment Eccentric Side Load ....Side Load Eccentricity ....Side Load Dist. above Base Equivalent Load © Mid - Height Side Load Moment Max. Design Moment l imu lummary fbx : Flexural F'bx : Allowable Interaction Value S ress i5eta�ila (cj 1983 :98 - ENERCAL - C i Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow • Load Dur Factor F'bx F'bx * Load Duration Factor o a o umn - eig Load Duration Factor 5.50 in Fc 1.50 in Fb E - Elastic Modulus Hem Fir, No.2 30.34 psi 941.09 psi 0.1215 329.85 psi 1,016.25 psi 329.85 psi 335.59 psi 941.09 psi 1,068.79 psi Dead Load 328.00 lbs 0.00 in-# 71.00 lbs 2.75 in 11.00 ft 2.20 lbs 103.09 in -# 103.091n -# Title : Dsgnr: Description : Scope: Timber Column Design 1.33 1,250.00 psi 850.00 psi 1,300 ksi Live Load 273.00 lbs 0.00 in-# 87.00 lbs 2.75 in 11.00 ft 2.69 lbs 126.32 in -# 126.32in -# Using : 2x6, Width= 1.50in, Depth= 5.50in, Total Column Ht= 15.63ft DL +LL DL +LL +ST fc : Compression 92.00 psi 92.00 psi Fc : Allowable 329.85 psi 335.59 psi 347.69 psi 1,068.79 psi 0.5162 Max k'Lu /d Actual k'Lu /d Min. Allow k'Lu / d Rb: (Le d /b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Job # Date: 5:22PM, 16 AUG 99 e or is Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 2,400.00 in-# 0.00 lbs 0.00 in 0.00 ft 0.00 lbs 0.00 in -# 2,400.00 in-# DL + ST 48.36 psi 335.59 psi 330.99 psi 1,068.79 psi 0.3800 50.00 18.76 11.00 1.300 21.409 1.100 34.09 16.00 Page t41 Column OK cAenercalcwin9gecwfireslmatiin aLC y.ecw -i alcu KW-0601476, 50 6; 15 :7u1 :1998, - Win32 - ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206 - 463- 5311(ph),206- 463- 2578(f) Email ellisportl ©aoi.com Per 506001 Description Wall stud /D +S +W/2(12 -15) I General Information Title : Dsgnr: Description : Scope : Timber Column Design Job # Date: 5:22PM, 16 AUG 99 Page ZQ V'oo• ec ion Rectangular Column Column Depth Width Sawn Loads Axial Load Eccentricity 0.000in Applied Moment Max. Design Moment summary Using : 2x6, Width= 1.50in fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value S teas' Detailii� Y____ Fc : X -X Fc : Y -Y Pc : Allowable F'c:Allow • Load Dur Factor F'bx F'bx • Load Duration Factor - (0 - 1983 98' ENERCALC 5.50 in 1.50 in o a o umn eig Load Duration Factor Fc Fb E - Elastic Modulus Hem Fir, No.2 Dead Load 328.00 lbs 0.00 in -# 0.00in -# 1.33 1,250.00 psi 850.00 psi 1,300 ksi Live Load 547.00 lbs 0.00 in -# 0.00in -# , Depth= 5.50in, Total Column Ht= 15.63ft DL + LL 106.06 psi 329.85 psi 0.00 psi 941.09 psi 0.3215 329.85 psi 329.85 psi 329.85 psi 335,59 psi 941.09 psi 1,068.79 psi DL + LL + ST 106.06 psi 335.59 psi 426.18 psi 1,068.79 psi 0.6715 Max k'Lu / d Actual k'Lu /d Min. Allow k•Lu / d Rb : (Le d / b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d e or is Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 3,223.00 in-# 3,223.00 in-# DL + ST 39.76 psi 335.59 psi 426.18 psi 1,068.79 psi 0.4638 50.00 18.76 11.00 1.300 21.409 1.100 34.09 16.00 Column OK c:\ enercalcwinig5 lecwfiles\martinkay.ecw:Cia - KW- 0601476,NE 5:0:6;15Ju1 -1998;Win32` ELLISPORT ENGINEERING, INC. 20501 81st Ave SW Vashon, WA 98070 206-463-5311 (ph),206-463-2576(f) Email ellisportl @aol.com [General information 00 • ec ion Rectangular Column Column Depth Width Sawn I Loads Axial Load Eccentricity 0.000in Applied Moment Eccentric Side Load ....Side Load Eccentricity ....Side Load Dist. above Base Equivalent Load © Mid - Height Side Load Moment Max. Design Moment Using : 2x6, Width= fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value Weil Fc : X -X Fc : Y -Y F'c : Allowable F'c :Allow " Load Dur Factor F'bx F'bx • Load Duration Factor (c1 1983 =98 ENERCALC 1.50in, Depth= 5.5 DL + LL 135.88 psi 329.85 psi 47.23 psi 941.09 psi 0.2516 329.85 psi 1,016.25 psi 329.85 psi 335.59 psi 941.09 psi 1,068.79 psi • Description Canopy Wall stud /D +S +W/2(12 -15) Title : Dsgnr: Description : Scope : Timber Column Design o a o umn - eig Load Duration Factor 1.33 5.50 in Fc 1,250.00 psi 1.50 in Fb 850.00 psi E - Elastic Modulus 1,300 ksi Hem Fir, No.2 Dead Load 328.00 lbs 0.00 in-# 71.00 ibs 2.75 in 11.00 ft 2.20 lbs 103.09 in -# 103.09in -# Live Load 547.00 lbs 0.00 in-# 175.00 lbs 2.75 in 11.00 ft 5.42 lbs 254.10 in-# 254.10 in-# Oin, Total Column Ht= 15.63ft DL + LL + ST 135.88 psi 335.59 psi 205.91 psi 1,068.79 psi 0.4785 Max k'Lu / d Actual k'Lu /d Min. Allow k *Lu / d Rb : (Le d /1) A.5 Cf : Axial Axial X -X k Lu I d Axial Y -Y k Lu / d Job # Date: 5:22PM, 16 AUG 99 e or is Le YY for Axial 2.00 ft Le XX for Bending 15.63 ft Short Term Load 0.00 lbs 1,200.00 in -# 0.00 lbs 0.00 in 0.00 ft 0.00 lbs 0.00 in-# 1,200.00 in -# DL + ST 48.36 psi 335.59 psi 172.31 psi 1,068.79 psi 0.2078 50.00 18.76 11.00 1.300 21.409 1.100 34.09 16.00 Page 2' Column OK c: tenercarcw tmartinkay.ecw:Calcu KW- 0601476,, - Vef 5:0:6, :15 =Jui=1998- Win32 - Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vachon, WA 98070 (206) 463 -5311 T i i i I, I I I' i 1 i i 1 I i t i t 1 1 i!`!({ i i ff.i i i i I t ' i i 1 1. 11' i .1!1 •il.i! H i ! ! 1 -i 111.1. i i ;i , • `: I!;' 1 1 ! , t 1 i i i 1 i • 1 i1;1 !;111 i 1 111!!i I I ! I • tII I i 1 I, ! 1i: ! ;: ;I i1; 1 i.!I 1 j!::i1rll, i + t !Ta 1 i t VERTICAL A T' T !l A T /'� A T �T TT A TT/ T TC� i i i.i t 1 i i I ,iii' t i i • 1 i.! 1 1 ,! r; 1 i !.t 1 11 ! •'' 1' ! ' .. 1 i 1 I 1 ! , I I li ; 1I;1 : `i f t lli. r it1 1 111,'..1 t. I ' i I 1 I 1 r 1 1 1 + + r 1 I , r I 1 I i 1! I' , r 1 I I . I 1 ' • t i • • 1 t Copyright 1 E1Iisport Enginccring, Inc. I . I l I ; • ! ' ! ! 1;1! til! 1 ' I I ' i 1 +{ 1 ( 1 t ! • ' ' 1 t i! . i 1! i I i 1 1 1 i 1 1 I I 1. I i 1 i. I f :i! 1 i 1 1 I 1 '( 11 ! 1 i 1 1 1 1 1 1. 1! 1 : . . . I t ' i ! I • 1 1 1 � 1 I r i i I I . ' � 1 � I i , I PROJECT' JOB NO. CIIECKFd) ilY I FIGURED BY T)nrF. SIIEI ZZOF Effisport ErniiJ1eerint1. In 20501 81st Ave. S.W., V.islum. AA 98070 ( 206) 463 -5311 f O VF rl 1 OC 2 1 c� C Copyright 1998, Elli.spurt Engineering, Inc. (st 2S-V2) a) = p �f 1 0) ax S ir2 @ q ra 21 c9 o* PRO JOB NO. - igoo416 (8)(3.is) ZX12 t4ez @ 24 "oc T E1 I L n 't /2U I Oct McG24T1.4(K ,9Y v7' ( � C,T. ,t U OLTS s (4i'� 1+lkI)-BDLr& McGrath /Kay -coin tie connection THIS SPREADSHEET CALCULATES "Z" FOR DOUBLE SHEAR BOLTED CONNECTIONS. MAIN MEMBER IS THE MIDDLE OF THE THREE. FOR STEEL SIDE MEMBER, Fes =Fu FOR THE STEEL PLATE USED. 24' VARIABLES D= 1 inches a: w B Feparallel= 4800 psi c=i Feperpendicular= 1800 psi c) g Fyb= 45000 psi w THETAm= 30 degrees THETAs= 0 degrees N w tm= 1.5 inches ui O ts= 1.5 inches(per side member) CALCULATED u- 21 d Fem= 3388 psi Fes= 4800 psi Z Ktheta= 1.0833333 unitless Re= 0.71 unitless al w k3= 2.93 unitless D O MODEIm: Z= 1173 pounds o MODEls: Z= 3323 pounds IGNORE FOR STEEL SIDE MEMB II/ w MODEIIIs: Z= 3180 pounds v MODEIV: Z= 4453 pounds u, r Z Zmin= 1173 pounds v - O jE ADJUSTMENT FACTORS Cg AND Cdelta z GROUP ACTION FACTOR Cg VARIABLES D= 1 inches n= 2 unitless(# bolts in a row) Em= 1300000 psi Am= 16.875 inches ^2 Es= 1300000 psi As 21.75 inches ^2(include both side members) s(4D typ)= 4 inches(spacing between bolts in a row, 3D min) (for spacing <4D, reduce Cdelta accordingly) CALCULATED EsAs /EmAm= 1.2888889 unitless EmAm/EsAs= 0.7758621 unitless Rea= 0.7759 unitless u= 1.0291 unitless m= 0.7860 unitless gamma= 180000 lb /in FOR BOLTS/WOOD TO WOOD MODIFY IF DIFFERENT FOR BOLTS/WOOD TO WOOD FOR BOLTS/WOOD TO METAL FOR 4" DIA. SPLIT RING /SHEAR PLATE FOR 2.5" DIA. SPLT RG/2.625" DIA.SHEAR PLATE Cg= 0.9964 unitless FOR GEOMETRY FACTOR(Cdelta) AND BOLT LAYOUT, I /D= Z'= Z(CD)(CM)(Ct)(Cg)(Cdelta) CD= CM= Ct= Cg= Cdelta= Z'= 1.15 1.00 1.00 0.9964 1.00 (figure by hand) gamma= 180000(DA1.5)Ib /in gamma= 270000(DA1.5)Ib /in gamma= 500000 lb /in gamma= 400000 lb /in 1.5 1344 pounds per bolt 2� . Ellisport Engineering, Inc. 20501 81st Ave. S.W., Vachon, WA 98070 (206) 463 -5311 Copyright 1998, Ellisport Engineering, Inc. CONSTRUCTION SKETCHF,S PROJECT JOB NO. FIGIIRED IiY CIIECKED BY DATE SHUT 7.30 OF • CfENEBAL_STRUCTSIRAL NOTES; (Unless Noted Otherwise) CODES AND SPECIFICATIONS 1. Uniform Building Code - 1997 Edition 2. ACI 318 -95 Building Code Requirements For Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Simpson Strong Tie Connectors Catalog 5. Truss Joist Corporation Design Manual 6. AISC Manual of Steel Construction - 9th Edition 7. Vulcraft Steel Joist Design Manual 8. AWS D1.1, latest edition DESIGN CRITEQIA 1 Wind Load - per Uniform Building Code Exp. B, Basic Wind Speed = 80 mph. 2. Seismic - per Uniform Building Code Zone 3, 1 =1.0 3. Roof Load - DL = 15 psf LL = 25 psf (snow) 4. Floor Load - DL = 10 psf LL = 40 psf 5. Soils - 2000 psf (allowable bearing pressure) 35 pcf (active lateral pressure of retained earth) 50 psf (static lateral pressure of retained earth) 250 (passive earth pressure) 6. Concrete - 2500 psi at 28 days strength, Grade 40 reinforcement. SO IL CONSTRUCTION 1. Extend footings to undisturbed soil or fill compacted to 95% Modified Proctor. All footings shall be 18 inches minimum below adjacent finish grade. 2. Do not backfill walls until pony walls and first floor sheathing are installed per plan. REINFORCED CONCRETE 1. f'c = 2500 psi for footings slabs and walls. Min 5 sack of cement per cubic yard of concrete and maximum of 6 -3/4 gallons of water per 94 lb. sack of cement. 2. Maximum aggregate size is 1 -1 /2 ". Maximum slump = 4 inches. 3. Mixing and placement of all concrete shall be in accordance with the UBC and ACI 318, latest edition. Proportions of aggregate to cement shall be such as to produce a dense, workable mix which can be placed without segregation or excess free surface water. Provide 3/4 inch chamfer on all exposed concrete edges unless otherwise indicated on architectural drawings. 4. No special inspection is required. 5. Vibrate all concrete walls. Segregation of materials to be prevented. 6. All concrete walls and footings to be poured in a monolithic pour unless approved by the designer prior to pouring concrete. 1,1 . -: REINFORCING STEEL 1. Concrete reinforcement shall be detailed, fabricated and placed in accordance with AC1- 318 -95. 2. Reinforcing steel shall be deformed billet steel conforming to ASTM A -615. 3. Welded wire mesh shall conform to ASTM A -185. 4. Reinforcing steel shall be accurately placed and adequately secured in position. The following protection for reinforcement shall be provided: Min Co erIIJ I Cast against and permanently exposed to earth- 3 Exposed to earth or weather- 2 Slabs and walls at interior face 3/4 5. Lap continuous reinforcing bars 32 bar diameters(1' -6" min) in concrete. Corner bars consisting of 32 bar diameter(1' -6" min) bend shall be provided for all horizontal reinforcement. Lap welded wire mesh edges 1.5 mesh minimum. This criteria applies unless noted otherwise. RETAINING WALLS. 1. Concrete floor slabs to be poured and cured and floor framing to be complete before backfilling behind retaining walls. Minimum reinforcement cover to be 3 ". 2. 3. Concrete strength to be 2500 psi at 28 days. 4. Reinforcement to be Grade 40. TIMBER 1. Unless noted otherwise, all lumber shall be as follows: Beams and headers Posts Floor joists and rafters Shear walls DF #2 or better DF #2 or better DF #2 or better HF STD or better 2. All anchor bolts to be 5/8" diameter. Unless noted otherwise in the shear wall schedule, the bolts shall be spaced at a maximum of 4' -0" o.c. and within 1' -0" of all corners with minimum embedment of 7 ". 3. All 2x lumber to be kiln dried. 4. All wood in contact with concrete to be pressure- treated. 5. Miscellaneous wood connectors to be Simpson or equal. 6. All nails shall be common wire nails unless noted otherwise. 7. All nailing shall meet the minimum nailing requirements of Table 23- II -B -1 of the Uniform Building Code. 8. Where headers are used as drag struts, the header shall extend a minimum of 32" into the wall. Connection shall be made by sheathing with one piece of sheathing extending 32" minimum both sides of the edge of the opening. Nail sheathing to header and wall per shearwall schedule. (Fb = 875 psi) (Fb = 750 psi) (Fb = 875 psi) (Fb = 550 psi) • z9 SHEARWALLS. 1. All shearwall plywood nailing and anchors shall be as detailed on the drawings and noted in the shearwall schedule. All exterior walls shall be considered shearwalls sheathed with CDX plywood - blocked - with minimum nailing 8d @ 6" OC unless noted otherwise. 2. All headers shall have strap connectors to the top plate each end when the header interrupts the continuous top plate. Use (2) - Simpson MSTA24 connectors unless noted otherwise. 3. All shearwall holdowns shall be as noted on the plans and shall be Simpson or approved equal. FLOOR AND ROOF DIAPHRAGM 1. Apply 3/4" rated sheathing(32 /16) nailed to floor framing members with 10d common wire nails at 6" OC at all supported edges and at 10" OC at interior supports unless noted otherwise on the plans. 2. Apply 1/2" rated sheathing(24 /0) on roof nailed to stiffeners or rafters with 10d common wire nails at 6" OC at supported edges and at 12" OC at interior supports unless noted otherwise on the plans. 3. Blocking of interior edges is not required unless noted otherwise on the plans. ML NUFACTURED WOOD TRUSSES 1. Trusses shall be designed and fabricate in accordance with the "Design Spec - fications for Light Metal Plate Connected Wood Trusses" by the Truss Plate Institute. 2. All trusses shall be designed and stamped by a professional engineer licensed I in the State of Washington. 3. Roof trusses shall be fabricated of Douglas Fir -Larch or Hem -Fir. 4. All mechanical connectors shall be UBC approved. 5. Submit shop drawings and installation drawings stamped by a licensed engineer of all trusses to the owners representative for review and Building Department approval. LAMINATED VENEER LUMBER 1. Laminated veneer lumber by Truss Joist Corp. (Micro Lam) or equivalent (Fb =2800 psi). 2. For top loaded multiple member beams, fasten with two rows of 16d nails at 12" OC. Use three rows of 16d nails for beams with depths of 14" or more. See Manufacturers references for side loaded members. 3. Provide blocking or lateral support at bearing points. 4. See manufacturers references for requirements for cutting the web. Do not notch or cut either the top or bottom flange. GLUED LAMINATED WOOD MEMBERS 1. Glued laminated wood beams, Douglas Fir, kiln- dried, stress grade combination 24F -V4(Fb = 2400 psi) for simple spans and 24F -V8 for cantilever and continuous spans. 2. Glue shall be casein with mold inhibitor. 1 Bottom lam to be free of unsound knots larger that 1/2" diameter. 4. AITC stamp and certification required. • 30 WOOD I- JOIST. 1 Joists by Truss Joists(TJI) or approved equal. 2. Joists to be erected in accordance with the plans and any Manufacturers drawings and installation drawings. 3. Construction loads beyond the design loads are not permitted. 4. Provide erection bracing until sheathing material has been installed. z .IEELC_QNSIRUCTIQN. 1. Structural steel shapes and plates shall be ASTM A36 unless noted e: otherwise. a 2. All fabrication and erection shall comply with AISC specifications and codes. o o 3. All welding shall be as shown on the drawings and in accordance with AWS w ui and AISC specifications. Electrodes shall be E70 series. Where size is not N LL indicated, provide minimum size per AISC. w 0 MAssaNRY_ 2 1. Construction shall meet the requirements of Chapter 21, UBC, 1997 Edition. 5 2. Special inspection is not required. v d 3. All concrete block masonry shall be laid up in running bond and shall have w a minimum compressive strength of f'm = 1500 psi, using Type "S" mortar, ? f'c = 1800 psi. o 4. All cells containing reinforcing bars shall be filled with concrete grout with an 2 D f'c = 2000 psi in maximum lifts of 4' -0 ". o o 5. Bond beams with two 1l5 horizontally shall be provided at all floor and roof o to lines and at the top of the wall. w w 6. Provide a lintel beam with two 115 horizontally over all openings and extend u. O these two bars 2' -0" past the opening at each side or as far as possible and z U N o � z hook. 7 Provide two 115 vertically for the full story height of the wall at wall ends, intersections, corners and at each side of all openings unless otherwise shown. 8. Dowels to masonry walls shall be embedded a minimum of 1' -6" or hooked into the supporting structure and of the same size and spacing as the vertical wall reinforcing. 9. Provide corner bars to match the horizontal walls reinforcing at all wall intersections. 10. Reinforcing steel shall be specified under "REINFORCING STEEL ". Lap all reinforcing bars 40 bar diameters with a minimum of 1' -6 ". 11. Masonry walls shall be reinforced as shown on the plans and details and if not shown, shall have one 115 @ 48" OC horizontally and vertically. 12. Embed anchor bolts a minimum of 5 ". SENERALCO IB 1�I1ON_ 1 • All construction shall conform with the 1997 Uniform Building Code. 2. The contractor shall verify all dimensions and all conditions at the job site including building and site conditions before commencing work and be responsible for same. 3. The contractor shall provide temporary bracing as required until all permanent framing and connections have been installed. • 3 4. The contractor shall coordinate with the building department for all permits and building department required inspections. 5. Do not scale drawings. Use only written dimensions. 6. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. 7. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the designer or the engineer. O 0 2 N LL w o LL � N � Z Ellisport Engineering, Inc. 20501 81st Ave SW Vashon, WA 98070 (206) 463 -5311 (Phone) (206) 463 -2578 (Fax) • 37- SHEARWALL SCHEDULE (4) (unless otherwise noted) (aENERAL NOTES 1. Provide 7/16" CDX plywood (24/0) at all exterior walls and nail per Mark 1 unless noted otherwise. 7/16" OSB may be substituted for CDX plywood. Panels may be installed with long dimensions vertical or horizontal. 2. Block all horizontal edges with 2x(or wider as noted) blocking (typical). 3. Nails shall be common, sinker or galvanized box. Field nailing shall be at 12" OC(max) UNO. 4. Framing members shall be 2x (min) Hem -Fir Std. or better at 16" OC (max) UNO. 5. Nailing applies to all studs, top and bottom plates. Allowable shear must be reduced 50% for seismic loading. 6. All framing members(studs and blocking) receiving edge nailing from abutting panels shall be 3x(min) members Shearwallschedule61499.wps SILL PLATE(Provide PANEL EDGE 2 "x2 "x3/16" washer SHORT TERM WALL NAILS! TOP PLATE for anchor bolt SHEAR ADD'L ARK SHEATHING STAPLES , . applications) CAPACITY NOTES X $d - g6 "�C` A35 a :7.3" i - .. Ci i or 1 PLYWOOD 15 GA @ 5" OC OC , .' 5/8" dia.A.B. © , -0" OC(3x sill) 199 plf 1,2,3 3 .O'? -OC(2x sill) 7/16" CDX 8d @4" OC • 35 © 1'-7 ' 1- 16d'@4 "OC or 2 PLYWOOD 15 GA © 3 -1/2" OC . 5/8" dia.A.B. © 287 plf 1,2,3 OC .4'-6" OC(3x sill) 2=3 OC(2x sill) 7 /16" $d aa3"DC • C► 3" 2 16d @7 OC or 3 PLYWOOD 15 GA © 2 -1/2" OC 5/8" dia.A.B. © 369 plf 1,2,3,6 OC 3'-6" OC(3x sill) 1' -9 " OC(2x sill) 7T1 VCDX 1aWa 3" . 35 @.0' -11' 2 -16d © 5 "OC or 4 PLYWOOD GA @ 2" OC 5/8" dia.A.B. @' 492 plf 1,2,3,6 OC 2' -8" OC(3x sill) 1'-4" OC(2x sill) 7/16" CDX 6d @ ZSC • 35 '=7" 3.16 "OC or 5 PLYWOOD BOTH SIDES 15 GA @2 -1/2" OC OC 5/8" dia.A.B. © 1' -9" OC(3x sill) 738 plf 1,2,3,6, 1/2" GWB 5d Cooler © 4" • 5 ©3` =10'' I -16d @3 "0 or 6 .. BOTH SIDES OC OC 5/8" dia.A.B. © 250 Of 5 UNBLOCKED 5'-6" OC(3x sill) 2' -9" OC(2x sill) , 7 • Ellisport Engineering, Inc. 20501 81st Ave SW Vashon, WA 98070 (206) 463 -5311 (Phone) (206) 463 -2578 (Fax) • 37- SHEARWALL SCHEDULE (4) (unless otherwise noted) (aENERAL NOTES 1. Provide 7/16" CDX plywood (24/0) at all exterior walls and nail per Mark 1 unless noted otherwise. 7/16" OSB may be substituted for CDX plywood. Panels may be installed with long dimensions vertical or horizontal. 2. Block all horizontal edges with 2x(or wider as noted) blocking (typical). 3. Nails shall be common, sinker or galvanized box. Field nailing shall be at 12" OC(max) UNO. 4. Framing members shall be 2x (min) Hem -Fir Std. or better at 16" OC (max) UNO. 5. Nailing applies to all studs, top and bottom plates. Allowable shear must be reduced 50% for seismic loading. 6. 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C09,22165 ID It I • _ • \ • %I I el (3) /.75 -S s " E t,J S (4) !.1S x 5 r 1.36 Gd = (3) !. ?S x S.S" /. ?E LOS LVL EAST ELEVATION - 1!4 . _ ;. 7A See wai - • � : f Heil 06.e. ?E2 SFtEAB+Au.. rz ? 4 , f ' t3e�%a o S t. r • i t • Nj Z(4 _e 3 L � 3 1w 34 ; 1 D i nL c w � N ; !DATE... 7/12199 1 : 8/10/99 ; i . SHEET 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r (z)A3SG - A T14CHES ® To 0 N U l d F gc• ivt O tl.,r r H,a.✓6t.-.< SEAT' O r r IiJS11E F4GE Q. " HE" 10 6C -Cs)f 2 C,AR.2 /ES 014135F— A Tr9 C 14640 &2 TO August 13, 2003 Martin Kay 14917 65th Avenue South Tukwila, WA 98188 RE: Permit Application No. D01 -076 6224 S 149th Place Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: Sincerely, Xc: Permit File No. D01 -076 Bob Benedicto. Building Official City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is Intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination Is made, the Building Code does allow the Building Officio: to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 28, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. r2Weet: • ki !' t 'S Stefaniapencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 December 10, 2001 Martin Kay Cheryl McGrath 14917 — 65th Avenue S Tukwila, WA 98188 Dear Mr. Kay and Ms. McGrath: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1— Revision #1 Development Permit Application Number D01 -076 Kay/McGrath Residence 14917 — 65th Avenue S This letter is to inform you of corrections that must be addressed before your Revision #you're 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 Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, W Bren a ..o.t Permit Coordinator encl xc: File No. D01 -076 a 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 MICHAEL R. KENYON MARGITA A. DORNAY LiSA M. MARSHALL ROBERT F. NOE BRUCE L. DISEND SANDRA S. MEADOWCROFT Mr. Martin Kay Ms. Cheryl McGrath 14924 62" ` Avenue South Tukwila, WA 98188 Dear Mr. Kay and Ms. McGrath: = ' .p- "4:N +,,j ", f. •N;r,`,: t .L;ea • KENYON DORNAY MARSHALL, PLLC THE MUNICIPAL LA IV FIRM 11 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 -3 (425) 392 -7090 (206) 628 -9059 FAX (425) 392 -7071 RE: Building Permit D01 -076 and D99 -0253 November 9, 2001 cYP, i9 V 1 3 C OMMUNITY DEVELOPMENT � 3 I ELIZABETH A. ABBOTT AARON J. WOLFF STEVE C. KARIMI STEPHEN R. KiNG HEiDI L. BROSIUS DAViD B. ST.PiERRE DARIN H. SPANG The City Attorney's Office has been asked to review the situation leading to your construction of a structure that encroaches upon the property of your neighbor. You received a letter from Duane Griffin, Tukwila's Building Official, dated August 29, 2001 wherein you were notified to cease work on the house you arc constructing at 14924 62 Avenue South because of the encroachment. The letter requested that you provide a survey prepared by a licensed land surveyor. You were given 30 calendar days from the date of the letter to provide the survey. After receipt of the stop work order, you had conversations with both Carol Lumb and Jack Pace, of the Department of Community Development, on possible options to resolve the setback violation. A copy of the property survey was included as part of the materials in an application for a short plat for the two parcels you own submitted on October 10, 2001. The short plat application was apparently submitted as a way to address the setback issue. In the interim, your property continues to encroach onto the property of your neighbor. Such a continuous encroachment constitutes a trespass upon the adjacent property. Although you have submitted a short plat application seeking a short plat approval that would effectively modify your yard configurations and also modify setback requirements, that application does not insulate you from potential liability for the continuing trespass. You should be aware that you continue to trespass upon your neighbor's property at this time at your own peril. Additionally, the encroachment constitutes a violation of City code. Such a violation must be corrected immediately. If the violation is not abated immediately, the City will seek legal redress. This means that you must, at a minimum, remove the structure from your neighbor's property immediately. You may disregard the stop work order only to the extent necessary for you to take measures to remove the encroachment. The City expects that the encroachment will be removed within the next two weeks. SERVING WASHINGTON CITIES SINCE 1993 Kay/McGrath November 8, 2001 Page 2 The City will expeditiously process your short plat application, but cannot make any guarantees or assurances to you that it will be approved. The City considers the building permits noted above to be apart and separate from your short plat application. The building permit and the structure you have erected, therefore, will not be factors in the consideration of your short plat application. The Department of Community Development will notify you soon of substantive issues, if any, that must be addressed prior to a decision on the merits of the short plat. In the meantime, if you have any questions, please call me at the Tukwila City Attorney's Office, 206- 433 -1846, or at my law firm, 425- 392 -7090. c:\nrydocs \Kay- McGrath Short Plat \Ltr -2.doc cc: Steve Lancaster, Director, Department of Community Development jack Pace, Planning Manager Carol Lumb, Associate Planner Jim Morrow, Director, Department of Public Works Jill Mosqueda, Associate Engineer David St. Pierre, City Attorney's Office William James and Clotilde Molina October 11. 2001 Mr. William H. James Ms. Clotilde L. Molina 14920 62 " Avenue South Tukwila, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director RE: D99 -0253, DO1 -076 Garage /House at 14924 62 Avenue South Dear Mr. James and Ms. Molina: I am writing to bring you up to date on the stop work order that was placed on the construction of the house on which has been built three feet and four inches into your eastern property line. The Kay / McGrath's have submitted an application for a short plat of their property, taking the two lots they own and proposing to subdivide them into four lots. A private road is proposed to provide access from 62" Avenue South to the short plat. We will be looking at the issue of setbacks and the orientation of the lots to the access road as part of the short plat process. This may then affect whether the western setback of the house under construction is viewed as a front or side yard setback. The minimum lot size for new residential lots in Tukwila is 6500 square feet. The two parcels owned by the Kay /McGrath's are of sufficient size to divide into four lots. The short plat process in Tukwila is administrative, which means that it is reviewed by the Short Plat Committee (comprised of the appropriate City Departments) and does not go to the Planning Commission or City Council for review and approval. Public notice is not provided for short plats that create less than 5 lots. A decision by the Short Plat Committee is appealable to the City's Hearing Examiner. Steven M. Mullet, Mayor The short plat will be reviewed for compliance with applicable City codes, such as the subdivision regulations and may be recommended for approval, approval with conditions or denial. If the short plat is recommended for approval, there are two approval phases: preliminary and final short plat approval. After preliminary approval, the applicant has one year to complete construction of the road that provides access to the proposed parcels and install any needed infrastructure (sewer. water, storm drainage) and utilities. When that work is complete, final engineering plans and a final short plat application are submitted to the City for review and 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206. 431 -3665 Mr. William James Ms. Clotilde Molina October 11, 2001 approval. Once the short plat receives final approval, it may he recorded with King County and the new lots sold for development. If you have any questions, please call me at 206 - 431 -3661. Sincerely, (& Carol Lumb Associate Planner cc: Bob Noe, City Attorney Steve Lancaster, Director, Department of Community Development Jack Pace, Planning Manager Brenda Holt, Permit Coordinator c: \mydocs \General\ 1 999- Memos\d99- 0253 -7.doc M. September 5, 2001 Mr. William James Ms. Clotilde Molina 14920 62 Avenue South Tukwila, WA 98188 Re: 1/01"076 and D99 -0253 city of Tukwila Dear Mr. James and Ms. Molina: Thank you for providing a copy of the survey prepared by Schroeter Land Surveying on the location of your property boundaries and the location of the house under construction at 14924 62 " Avenue South. Steven M..Llullet, :Mayor Department of Community Development Ste:Ee Lancaster. Director I am enclosing a copy of the letter that was sent to Mr. Kay and Ms. McGrath regarding the Stop Work notice posted on the house under construction under building permit D01 -076. I will be meeting with Mr. Kay and Ms. McGrath soon to discuss the issue of the house location. You have requested that the City direct Mr. Kay and Ms. McGrath to a) move the house off your property; b) pay to restore your property to its original condition; and c) pay for the cost of your survey. Moving the house or removing a portion of the structure are two options to be considered as a remedy to the problem of meeting the Zoning Code setbacks, however there may be other options that haven't emerged as yet to be considered. At this point, the City will not be dictating one course of action over another. On your remaining two requests, you may want to consult an attorney to determine the best way to accomplish the restoration of the area on your property on which the house was constructed and recovering the cost of your survey. The City's sole focus and responsibility lies in enforcing compliance with the Zoning Code setbacks. 6300 Southcewer Soulevara. Suite l00 • Tukwila. Washington 08188 • Phone: 206- 431 -3 "7, • 2'.)6-13!-3065 Mr. William James Ms. Clotilde Molina September 5, 2001 Sincerely, Carol Lumb Associate Planner Enclosure If you have any questions, please call me at 206-431-3661. 1 44 1.c.- - 1 cc: Bob Noe, City Attorney Steve Lancaster, Director, Department of Community Development Jack Pace, Planning Manager c:\mydocs\General\ I 999-memos\d99-0253-6.doc Mr. Martin Kay Ms. Cheryl McGrath 14924 62 " Avenue South Tukwila, WA 98188 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director August 29. 2001 VIA CER:IEIED MAIL P -588- 827 -265 RE: Building Permit D01 -076 and D99 -0253 Dear Mr. Kay and Ms. McGrath: King County records indicate that you are the owners of record of the property located at 14924 62" Avenue South. This letter is to inform you that a STOP WORK notice was placed on the site of the new house /garage construction in progress at this site on August 29. 2001 by the City of Tukwila Building Department. It appears that the house you are constructing is located 3 feet and 4 inches into the property adjacent on the west, 14920 62 " Avenue South, based on a survey provided to the City on August 28, 2001 by the adjacent property owners. This is a violation ()CYNIC 18.10.060. which establishes setbacks for structures constructed in the Low- Density Residential district. A copy of the survey is enclosed. The information in the enclosed site survey conflicts with the site plan you provided with your building permit applications and the preliminary survey you provided dated April 6. 2000. You are hereby notified that you must cease work immediately and provide a survey prepared by a licensed land surveyor that establishes the property corners and horizontal controls. Existing structures must be identified on the survey. The requirement to provide a survey of your property is authorized by the 1997 Uniform Building Code, Sections 108.1 and 108.7, copy enclosed. You have 30 calendar days from the date of this letter to comply with this requirement. Depending on what your survey shows. there may be several options to resolve this issue. If a survey is not received in this office by Friday, September 28. 2001. this matter will be turned over to the City Attorney for appropriate legal action. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 200.431.3670 • Fax: 200•=131.3605 Mr. Martin Kay Ms. Cheryl McGrath August 29, 2001 If you have any questions regarding the need for a survey, please call me at 206 -431 -3675. Sincerely, Duane Griffin ` ' Building Official g 2w Enclosures N w c:\mydocs\general\99-memos\d0253-5.doc cc: Bob Noe, City Attorney Steve Lancaster, Director, Department of Community Development w Jack Pace, Planning Manager w z � Brenda Holt, Permit Coordinator g Carol Lumb, Associate Planner -- w William James and Clotilde Molina 2 o g � ILI w O Wz • -1997 UNIFORM BUILDING CODE permit for which a plan review tee has been paid is withdrawn or canceled before any plan reviewim_ is done. The buildin +t official shall not authorize refunding of an\ tee paid except on written application tiled by the original permittee not later than Is() days atter the date of tee pay meet. SECTION 108 — INSPECTIONS 11)8.1 General. All construction or work for which a permit is required shall he subject to inspection by the building olticiai and all such construction or work shall remain .accessible and exposed for inspection purposes until approved by the huildine official. in addition. certain types of construction shall have continuous in- spection. as specified in Section 17111.5. Approval as a result lit an inspection shall not he construed to he an approval old violation of the provisions of this code or tit other ordinances of the jurisdiction. Inspections presuming.: to __ix e .au- thority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not he valid. It shall he the duty of the permit applicant to cause the work to remain accessible and exposed for inspection purposes. Neither the huildine otticial nor the jurisdiction shall he liable for 'expense entailed in the remoeal or replacement ul any material required to allow inspection :\ surve■ of the lot may he required by the huildinu ullicial to verily that the structure is Iiicated in accordance with the .approved plans. 11)8.2 Inspection Record Card. Work requiring a permit shall not he commenced until the permit holder or an agent ui the permit holder shall hays posted or otherwise madc:.o.ailable an inspec• lion record card such as to allow the huilding official to con e• ntently make the required entries thereon re__ardin_e inspection of the work. This card shall he maintained .iv.tilahlc by the permit holder until final approval has been granted by the huildiii otticial. 108.3 Inspection Requests. It shall he the duty of the person do- ing the work authorized by a permit to nouty the building ofticial that such work is ready for inspection. The huilding otticial may require that every request lair inspection he tiled at least one work- ing day before such inspection is desired. Such request may he in writing or by telephone .it the option of the buildings official. It shall he the Jute tit the person request me any inspections re- quired by this code to provide access to and means for inspection tit such work. 11)8.4 Approval Required. Work shall not be done beyond the point indicated in each successive inspection without first obta in- in_ the approval of the building official. The huilding official. upon notification. shall make the requested inspections a nd shall either indicate that portion of the construction is satisfactory .as completed. or :hall notify the permit holder or an .agent of the per- mit holder wherein the same tails to comply with this code.. \n\ portions that do not comply shall be corrected and such portion shall not he covered or concealed until .authorized he the huildine. ullicial. 107.6 108.8 There .hall he a final inspection and approval of all buildings and structures when completed and ready for occupancy and use. 11)8.5 Required inspections. 108.3.1 General. Reinforcing steel or structural framework of any part tit an building or structure shall n+it he covered or con- cealed •.\idiom tint uhtaitun_c tile .arrro%al of the building official. Protection of joints and penetrations in lire-i assemblies shall not he concealed from \iew until inspected and .ipprnyeJ. The building official. upon now ic.ation. shall make the inspec- tions set forth in the following se,tions. 108.3.2. Foundation inspection. To he made after excavations for footings are complete and sine required reinforcing steel is in place. For concrete foundations. any required Firms shall he in place prior to inspection. All materials for the foundation shall be on the job. except where concrete is ready mixed in accordance with approved nationally recognized standards. the concrete nee,: not he on the p,h. Where the foundation is to he constructed of ap- proved treated wood. additional inspections may he required h\ the building ullicial. 11)8.3.3 Concrete slab or under -fl inspection. To he made after all in•slab or under -floor building service equipment. con- duit. piping .accessories and other ancillary equipment items are in place. hut hetore any concrete is placed or floor sheathing installed. including the suhlloor. 11)8.3.4 Frame inspection. To he made after the root. all fram- ing. lire hluckang and bracing are in place and all pipes. chimneys and vents are complete and the rough electrical. plumbing. and heating w ires. pipes and ducts are approved. II)8.3.3 Lath or gypsum hoard inspection. To he made after all lathing and gypsum hoard. interior and exterior. is in place. but be- fore any plastering is applied or before gypsum hoard joints and Listeners are taped and finished. 1118.3.h Final inspection. To he made after finish grading and the building is completed and ready for occupancy. 108.h Special Inspections. For special inspections. see Chapter I T. 11)8.7 Other Inspections. In addition to the called inspections specified above. the huilding official may make or require other inspections tit any construction work to ascertain compliance with the provisions of this code and other laws which are enforced by the code enforcement agency. 11)8.8 Reinspections. A reinspection tee may he assessed for each inspection or reinspection w hen such portion of work for which inspection is called is not complete or when corrections called for are not made. This section is not to he interpreted as requiring reinspection lees the first time a job is rejected for failure to comply with the requirements of this code. hut as controlling the practice Of calling for inspections before the job is ready for such inspection or re- inspection. I2etnspection tees may he assessed when the inspection record card is not posted or otherwise .available on the work site. the .approved plans are not re adily .a%.ul:able to the inspector. tor tail - ure to provide access till the date fur .chich tnsreettun is requester:. or for dew iatin_ from plans requirur_ the appru\al tit tIte hunldin_ ult'icaal. To obtain a reinspection. the applicant shall tile an application theretur tit wruuts on a torus turnasited for that purpose and pay the 1 -5 August 9. 2001 Mr. William H. James Ms. Clotilde L. Molina 14920 62 Avenue South Tukwila, WA 98168 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster. Director RE: D99 -0253, DO 1 -076 Garage /House at 14924 62" Avenue South Dear Mr. James and Ms. Molina: Thank you for your letter of August 7. 2001 regarding the Garage /House at 14924 62 Avenue South. building permits D99 -0253. DO 1 -076. This letter is a follow -up to our telephone conversation on August 6th and our meeting on July 23. 2001. In your letter, you request that a stop work be placed on the building permit (D01 -0076) that has been issued for construction of a house and garage on the parcel behind your property. As we discussed on the telephone. the City cannot stop the work until we receive a survey that indicates there is a problem with the location of the house that is under construction. The survey provided by the applicant indicates that the house is sited so as to meet the setbacks of the Low Density Residential district. You have contacted Schroeter Surveying to have the property corners identified on your property. When your rear property line has been established. I can come out with one of the building inspectors to determine the location of the new house in relation to your property line. Your letter states you believe the house /garage has been built illegally. The original building permit was issued for a garage, which is an accessory structure under the Low Density Residential district. A garage cannot stand alone on a parcel. but must be on the same lot as the house. The site plan submitted with the building permit application showed the proposed garage on the same parcel as the house. As we discussed at our meeting in July, as well as on the telephone, when it was discovered that the garage was located on a separate parcel from the house it was to serve, it was a violation of the zoning code. There are several possible remedies for this problem: consolidate the two lots so the garage is on the same parcel as the house; move the garage to the parcel with the house on it; convert the garage to a living structure with an associated garage. Since the garage was designed to be converted to a house some time in the future. the applicants opted to void the first building permit (D99 -0253) and apply for a new building permit for a house /garage (D01 -076). This is an acceptable solution to the City. You ask that the City consider changing the policy for residential permit applications to require the submittals to include a survey of the property. Tukwila. like many cities. does not require 0300 Soutnce:rter Boulevard, Suite 4&100 • Tukwila, Washington 98188 • Phone: 7 O0 - - 131 • Fax: 300. 431.3005 e 10 Mr. William H. James Ms. Clotilde L. Molina August 9, 2001 surveys for single family residential permits for several reasons. First, surveys are expensive. typically running from $1,000 to $3,000 dollars. Second, most residential properties have been surveyed through some land development process, either formal subdivision or short platting. Frequently property lines are clearly defined through such features as fences. The issue of discrepancies in property line location has not been a frequent enough problem to justify requiring single family residential permits to go to the expense of submitting a survey. Please forward the information from the re -survey of your property as soon as it is available. If you have any questions, please call me at 206 -431 -3661. Sincerely, C 4't -' ` tM Carol Lumb Associate Planner cc: Duane Griffin, Building Official Steve Lancaster, Director, Department of Community Development Brenda Holt, Permit Coordinator Mike Cusick, Senior Engineer. Public Works Bob Noe, City Attorney c:\mydocs\General\ D0 l -0253 -3. doc varc 21,2001 Martin Kay 14924 — 62nd Avenue S Tukwila, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -076 Kay/McGrath Residence 14917 — 65th Avenue S Dear Mr. Kay: Building Division: Bob Benedicto, Senior Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: 1. Provide a floor plan that shows the proposed new development as described in the narrative. Steven M. Mullet, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 19, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. DO1 -076 irmamemamosli 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 1M��o f C_1 • // 4 / � , v vc rc_Ci i C_ ac f "(ex V t. C_ c Tc r.1 r c cY v G 4_- /l' , e G (sk 9%,(1 C/ • /./e sr � / cam. J// ir : ,- C c . 2 ? //':A' C V c7' i c.- 96' .J �'/��►� -� �. r / fo G -e;% /c7_ A /rX e. - A/4 e-1 C 3/ 9/2 4 „ft?' X/ (' - /C ; / 7,1-c C C CA fr,/// /.viii ACTIVITY NUMBER: D01 -076 DATE: 01 -07 -02 PROJECT NAME: KAY /MCGRATH RESIDENCE SITE ADDRESS: 14917 65 AVENUE SOUTH Response to Incomplete Letter # XX Response to Correction Letter # 1 _K Revision # j After Permit Is Issued Original Plan Submittal DEPARTMENTS: Build Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUT NG: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: s CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n &P1-- ( Planning Division Permit Coordinator ) DUE DATE: 01 -08-02 Not Applicable LI DUE DATE 02 -05 -02 DATE: DUE DATE Not Approved (attach comments) n DATE: PROJECT NAME: SITE ADDRESS: DEPARTMENTS: Buil Division hIt i,tg&. 11- 1'1.ot Pu lic Works It I Complete 7 Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: REVIEWER'S INITIALS: o wI r M rn. \PRRO TE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 076 Original Plan Submittal Response to Correction Letter # Kay /McGrath Home 14917 65 Av S CA Fire Prevention Ala Il -M.t)► Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete F7 Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved ri Approved with Conditions pi CORRECTION DETERMINATION: Approved ri Approved with Conditions Il Response to Incomplete Letter # X Revision # [7 n n at 0A lit id I2 -/o -01 REVIEWER'S INITIALS: DATE: DATE: DATE: 11 -28 -01 SUITE # DUE DATE After Permit Is Issued CPt Planning Division I; Permit Coordinator .4?. DUE DATE: 11 -29-01 Not Applicable ri No further Review Required DATE: DUE DATE 12 -27 -01 Not Approved (attach comments) Not Approved (attach comments) • _ ■ 1011=1111•1111■.116. Kb( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -076 DATE: 3 -27 -01 PROJECT NAME: KAY /MCGRATH SITE ADDRESS: 14917 65 AV S SUITE NO: Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued DEPA Buildin D ivision 1E_ Public W•rks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: w11111M!, APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: 'PU0u11 (XK Fire Prevention ri Structural Incomplete ri C Response to Incomplete Letter # n C Permit Coordinator Planning Division DUE DATE: 3-29-2001 Not Applicable No further Review Required C DATE: DUE DATE 4-26-2001 Not Approved (attach comments) n DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: N21 DEPARTMENTS: T 6 + •Idjn€ Division �ltZr1.„ea'. 3 •L0' Public Works ff Complete E Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved 7114txtll [xx 'Ora PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -076 DATE: 3 -19 -01 PROJECT NAME: KAY /MCGRATH HOUSE SITE ADDRESS: 14917 65 AVE S SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision it After Permit Is Issued Fire Prevention VA 3..Zo - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division Kla 3.1.0.01 Permit Coordinator DUE DATE: 3-20-2001 Not Applicable ri n No further Review Required DATE: • n DUE DATE 4- 17-2001 Not Approved (attach comments) I I DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: Revision No. I Date Received s.► Staff Initials + Date • Staff Issued Initials Summary of Revision: 1 I- a a 1 arQA/ Date Issued r--ivw. 5- Summary of Revision: S I.k, 1 I e UG�F'Ld?1 Summary of Revision: Received By: /6�-7 ll;I� Revision No. Date Received Staff Date Staff Initials j Issued Initials / I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials AMP Summary of Revision: Date Received Received By: PROJECT NAME: Site Address: I'!'!t7 Revision No. Summary of Revision: Date Received A 6rectfti PERM!' 10:. bO1 - O7& 6'S AU 6n. Original Issue Date: _ 'S/ -/ -Qj REVISION LOG Staff Initials Received By: Date Issued , please print) .please Print) Staff Initials j (please print) (please print) (please print) AMP Revision No. I Date Received Staff i Initials - Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: Site Address: I'!'!t7 Revision No. Summary of Revision: Date Received A 6rectfti PERM!' 10:. bO1 - O7& 6'S AU 6n. Original Issue Date: _ 'S/ -/ -Qj REVISION LOG Staff Initials Received By: Date Issued , please print) .please Print) Staff Initials j (please print) (please print) (please print) i REVISION SUBMITTAL J Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila. WA 93133 (206)431 -3670 Response to Incomplete Letter Response to Correction Letter # J Revision #' after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: r c.. /1 Sheet Number(s): l 2. Plan Check/Permit Number: 401 — (J 7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 7'0 Phone Number: ,41,6c 4 7 -SY3 2 . Teaea/itsq �G/:i tom' r,, GZ.S - c J it tell • RECEIVED CITY OF TUKWILA PERMIT CENTER 08/30/00 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions mil! not be accepted through the mail, fax, etc. Date: /!/ 5/07 (] Response Io Incomplete Letter !I 0 Response to Correction Letter II Revision II Project Name: 6 J ZA, " Project Address: / '9/7 Contact Person: L►i ,/ .A '7 1rci Phone Nrunber;,. '' 9.J/ .$ VJ Ci 1 . r C. C EIl r7/h p C7' / t !It/r J/ 5 � ' t 1 -c /✓" 7 t d7/3 //' t C"/i Erin c 1 a'�`+� l/ /1/ fe- Summary of Revision: 7/1 - /J C N✓ /¢ Cite o f Tukwila Department of Community Development - Permit Center 6301) Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 alter Permit is Issued Plan Check /Permit Number: , fie/ - 7‘ /Q .I•14t e/ WC.) S.. ( f etgi c A C��✓� 9 t r , / 1 +L , CA fG� l e% L; P C a e CyS� /rt C �� J / r ,dn e/1.4 0- r e- TUKWILA PUBLIC WORKS Sheet Number(s): PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City or Tukwila Permit Center by: (] Entered in Sierra on e2 e. / - C c_./) RECEIVED C CITY OF TtJKWItA NOV 28 2001 1)R /301Of) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z7 / ---�� ® Response to Incomplete Letter # 1 0 Response to Correction Letter # 0 Revision # after Permit is Issued V U ON C1 t Project Address: 14917 — 65 Avenue S u., W u' O Contact Person: Martin Kay Phone Number: w z Summary of Revision: 14/ ".21 eel C.�° f ,' ; r ,�� �•► O z Project Name: KAY /MCGRATH RESIDENCE Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: El Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check /Permit Number: D0 1-076 03/21/01 Re, iential Sewer Use Certifie ion (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 within five years of disconnect.) Pursuant to King County Ordinance No. 1 1034, all sewer customers who establish a new service which uses metr000litan sewage facilities e after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to S10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge ontisrtn should b referred to King County Wastewater Treatment Division at (206) 694 -1740. (Please print or type) ,/€7.Arei -i Owner's Name ('i c - Y/ IC.0 e giel r71 (Last. First. %dale in al) Property Tax I.D. Number 3 5 46x0 Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Building Name Ur aopicablet Property Street / " 9/7 5 c4. A.31/401 S J o treet Address 1"" City, State, Zip1,ICG&V Owner's Mailing µ ,t ,, Address / y (I (,7 / (II different from above) Owner's Phone Number 00 r ) Property Contact Phone Number ( ) Party to be Billed of different from owner) Party's Mailing Address 01 different from above) City or Sewer District " E•a ; /ez Date of Connection Side Sewer Permit # 1201 -010 Please check appropriate box: Single- family r Duplex (0.8 RCE per unit) 3 -Plex (0.8 RCE per unit) 4 -Plex (0.8 RCE per unit) 5 or more (0.64 RCE per unit) No. of Units Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2 '001 White - King County Demolition of pre- existing building? Yes No Demolition Permit # x 0.64 = x 1.0 = Residential Customer Equivalent (RCE) 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 resubmission of correctejdata for determination of a revised capacity charge. Yellow - Local Sewe Agency Date -. ` /4 m Q eer Pink - Sewer Customer SEE REVERSE SIDE ROPERTY TAX RP O COUNT NUMBER 359700- 0600 -07 53718A ZING ALL PARTS WHEN PAYING IN PERSON -- KAY MARTIN S MCGRATH CHERYL9N9999 -- 14924 62ND AVE S *OTHER CHARGES TUKWILA WA 98168 NOX WEED LOT BLOCK CODE SEC TWP RG INTERURBAN ADD TO SEATTLE TR MKD RES BOUNDED ON NW & W BY LOT 3 ON NE BY BLUFF ST ON SE BY 21 & 20 FT STRIP OF 21 ADJ PROPERTY ADDRESS 14917 65TH AV S KEEP THIS PORTION 2001 KING COUNTY WA. REAL ESTATE TAX RM 600 - 500 FOUR AVE, SEATTLE WA 98104 -2387 CURRENT BILLING DISTRIBUTION State Local Shoot Support . County CM Unincorporated/Road Port Fire Sewer 8/or Water .. . Library Other Emergency Med Svc .. . • Other Charges .......... TOTAL CURRENT BILLING 345.95 609,58 170.74 342.38 20.93 53.10 5.45 27.09 .85 1,576.0? First half must be pail or postmarked by April 30. or FULL AMOUNT BECOMES DELINQUENT and accrues interest and penalty as prescribed by law. 11 first halt paid by April 30 second half must be pad by October 31 or 4 becomes delinquent and accrues interest and penalty. FULL AMOUNT MAY BE PAID APRIL 30th .85 DEUNOUENT TOTAL CURRENT DISTRIBUTION Land Value 36,01 Imorovements 74101 Lass: Exempt Value TAXABLE VALUE 110,01 Levy Rate 14• 32 01 General Tax 1,575.i 'Omer Charges • t TOTAL CURRENT BILLING 1,576.1 Omitted Taxes TOTAL CURRENT BILLING INCLUDING OMITS ... 1 , 576.[ VOTER APPROVED 659. ' YEAR TOTAL, CURRENT AND DEUNOUENCS DEUNOUENCY INFORMATION INTEREST PENALTY PRINCIPAL 11576.1 y :: At' ;� 5, `Ce': • .• .c . 1.. t' :i:: 3001t 44 lease "it er. thfs'1VoN cat7ori to en`conta I� : , -.:::: •:. Notl3l�:�r ... tp .f � 8,. iq�'''.1%i' ::; :: {� a. =: =- °° • pp , - 4 f o 0 - . oa Avatt:. Y FO YOUR JRFO 7 'ION: : 3 • .. : t L � 7+ � 3 . •�6iZ GCo�ti {(',ast��. 1 .t: a..f:� _ ... .. 2 ii7fi �4•�se i• � i��ViAYoh:= tnetn Tt ris no. h..... er es�iri rives s ablishe u 7 the = x lnforration ;pc ►idedtiyttieuafom�r: AiuCfes l {{ : t: n •. ' • 1 1 4. � x (id:W { {S iit .�3j i tt�3„ `t{f s u� { 7.. { ons, j .. t .�...,... r�cy.�.. � t ,:. « �. . a� �/�p i f!�{i}. :Y{ Jt3�!{ .;: t 7 ii. i ` li i , event . fed i i*I eaemenU i ... • .,, � . '..... [:::. S:•'t' -S.. .. :a otp�irr�tting tssiies eiattng:to ehar�liirias. railrioads,. • highways, Parks Departrrient. etc.), etxiforany addtional. charges as defined in PSEs Rates & Tariffs on file with the WUTC, could significantly elt r this = estimate.. 7. fze' t' fstancef -&n center of street to your meler:locotion is within 120`and you are :convertiitgyotur ; ::. , . healing ;water heating; :or heating only and heating square footage is in excess of 2,000 SP , the service line; a cid meter..can possibly be provided at no charge: Please verify with PSE prior to "raking yoar final arrangements::. . . March 30, 2000 Dear Customer: Re: 14924 62 Ave S In response to your gas availability request for the above mentioned address, we have determined the following: Please contact us at 1- 888 - 321 -7779, ext. 82 -6525, if you have additional questions, or wish to proceed with the installation of natural gas service. In the event you may need to buy, upgrade, convert, or replace your furnace, water heater, air conditioning unit, gas fireplace, windows, heat pumps or insulation, call Puget Sound Energy's registered dealer referral network, Energy Select Hotline at (800) 562 -1482 and choose option #3. Thank you for your interest in natural gas. Sincerely, • • PUGET SOUND ENERGY Maria R. Flynn Operating Clerk New Customer Construction - King County File: DOI --0Tho 35mm Drawing# z • w tI Jo O 0 coo cow ijE O a. Ui0 Ui g se. 3 F 3 F u. z 0 F 0 z • • 2X1O' P'LA1E r.„ FFAN.4itsd. 2 nct 1.4466 P./. 2 X 6 NILO 51L.I. WI (2; 1/2" CM. ANCHOR 501.1e. • 24" MN. (IWO ,1-.7) TORY) EXTEND HEADEe 10 CORNER. NAIL 5HEA HNC, TO HEA.7.ER ro.c.. :11H WAY5. 4 X 6 OR (2) 2 X CN STUCS. NAIL SHEATHNG TO EACH (2) 2 X BLOCKINC. 0 AN'Y rt mi000 JOINT APA RATEP 5tiE.A111ING. 3/8 MiN.. 24/0 FXr I: NAILED 0 ALL HEAPER...5. 5/t.405, FtM J0f51 & MUD Z WI &a Yo.c. APPR.OVEP 5"RAP hF H0LDOWN5 W/3200* CAl'ACIT'' (MIN) C-Ots:C. F WALL * 1.5 HOLONN5 Mr 5F'Fce). NCI JOING CORNER frtrrt :CAT LATERAL RESTRAINT PANEL AT CRAWL SPACE MTV.: f.n or lc row. F I 1-• fly; :N•h; LATERAL RESTRAINT PANELO SLA13 •••••••••• ••••••■•. •••••■ : ! I tr' t7:. 'KM. IF FouNpA: ',VALI WI ' i I 04 1 ': . ./4-. a , C VF.F.'"Wil t 't 4t. 04 I 5Ar: 1.1(.4Z:Z-fiNTAI i '.' 0 !Of. ---......,, : 1 t. X -kV CONTIN(IU:::: CON:C . * . ; : I 3 F fiC I :t.f.; w.: 1) its P.F ;4'11". Ii -$1 . ; . 10" MIN. is•L'NE 51CKY) '24' M14. W. EY) ;-XTEN'..; :14E. P. NAL r f:0 WA"'. • 4 !.,'.; 4 ;:t tat A rATE: *P.• MIN., 24;4, EX' ifr11Er, .A...1 4 4 PAL 'Art 6a 4 wie 2Y' .3 I. . X C. t' . • 11 • !) X ? to it. I.': ' : • Y "c l e • • . • . • 0 cs- re • t...1 .' -./ • I, •• No • r L . • ' I 4- ci ity r„ONCRETE. FOUNE"; :NI ION WA...1 ru EVA HORIZONT ALI)* 0 If:Pr 1:1•AK5 16"0.c. •VER1ICALLY & #4 '. '6* W1TIN.QtJ CONCREIF F(C TING w: 12) ;4 rEf.:4‘R. (v11?) 4" CC/N( f.)N ViOt. ori 4f,.. X VA"-,1 DEP WIKF - ME:7)N ON 2" CKI!bHEI, ONE ( A. EV' OR reitZ5IN bIstl• ANCHOR 1:50_ 1 MCHOP: 56115 4 *-6"c.c. . 12 x 30 SQUARE CONCPETF. PA) • C. CNC. YL.14.4 10 6' AtOVE. CVF (..1560. a)i WP •15- #C: X (3 r0; tIvr. x01) •■• - •••• • e r J. • • • Z I • 42 'Ci" X b* FOLINT- VEN T5. glANTTY et ION Arnzox. t 2.01 50. F. NE": ARL ii J - h 24' ME v K-1' K1511: IN5.1 • ••■ ••• ••• -";.; r‘IGT:.• '`•%. . . Jaye by: f:1"/•c F: -12" X 24' 501JARk. .f.f.44C.ki.". IF Is 1". C. THICKFNED VP .."/:,cc 12 FA. 11144.v 7 - - - L i e X lel• (..240ETE - t d .")0 1 INCi Wj 2; #4 IseP 1:7F7P F t%1C 1 ,01 'Eft! - .7. 4 .;.y 6, g4 :.Y 1 - Eci- el 10 _ • /7 ..... FOUNDATION/ FLOOR FRAMING PLAN Ext_stiny SEPARATE PERMIT REQUIRED FOR: "(MECHANICAL if ELECTRICAL lotpLumBING ITGAS PIPING CITY OF TUKWILA BUILDING DIVISION GP. •• •4. •••••••••••••••••,,i Z.? tie.• ti I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. BY Date Permit No. - REVISIONS ti3 CHA*S .F.:-:ALL BE MAr.'..E " CF WITHOUT P C.' TULA BUILDIN:G DI REVIZIONS wiu F.:72t.IIRE A NEW PLAN SUB NC MAY INCLUDE ADDITIONAL RAN REVIEW FEES. XPIRED go" , SEP 3 0 2003 Oa. ■■••••••■••••• 1 " C241. %I:1E d, r;ft1-. 1 ON :a"C„ Y & #4 .7-1( ;:izC.It.' A 101 INK; ( • db.. 61 FILE COPY •••••• ••••• J O - ■• 77 k'1 • I - e ; 4' 1 Memlemereor e elligfriCalrae.w ENGINEER'S NOTES: I NoY\N to oNit.0 '7:111 .7, /17 F %. 1. - r 1 - t )f- • A RECMVID CITY OP TUKWILA ; , , p004 "ftrirgi 7/12/99 ';RFV'S. 6/10199 e/20/99 •- ..c;HFEr - • 5 I. • If • I; el 4 0 IS • a, S 4 a e e A i ot ommaexissmi ►7� 2 • 9 x 1? POST ; : r. X 2) —4:1! �1 : . 1 :I- HI. 1 l a 1' • : " / 1 1 I 1 ! . -/...-,..1,81: --.---,-,-, - ...FF- - - - 7-i-,- --_-_-_10- -.-:-.:- - :4zi.:. I I I. 1_ 99 U.N.O. • - WALL STUDS ARF HF #2: 2 X 6 16 "c.c. UNLESS OTHERWISE SPECIFIED. 17"10 C41.5.. 7" X11" _(24F - V4) • 1 • • , tJ . HEIGHT 5T11051 15 WALL . .t: • • 1: . • Ci.' _I ~ , r • I I ' • . 4 11 1 • f 1 . � 1 I: r .1 1 . 7 . t: I 1; . 42' 1: 1' FU`.L HFk �riU 51U05 ThE• WALL • s9X7 .�► , i 42' Exi'i t' ^9 9X 7 r;r3 I t- 4 offir FIRST FLOOR PLAN cr ;,/'� h = 1.'rf"<*. •. L : 1' i l• . r _ '/ 1 /2" C!=X :'t Y'NGOO A-11.1F1.) C; 'H: GLES. "" X +.; ': r. " "' :"...!• 7' x14 tmat- 1 141 0 o o • 2..)e. b f d`' wAL L. 0016•'0.c. 00.14•0011000.00... 0.101 • /7 V'b . /O s /O 9 X1 PC.'f r t r . ?.x 3) 'J v 9X12 1. rCri1 ( " x 2.) • `� 1L : y r�. a • F'11 4 yV �• 11 43: 9 x12 ' - 1 IN :N /2\ /4:\ ENGINEER'S NOTES: 0 Hr..;RA HOt OA* ',17ACHFC /0 I - 4X (i iJ . 1 -fil0A HGI CO NN ATTACHE() '01 4X (I:.N.''?.; T9::':• 5' RAr ';E HOLDO'WN AV. /41.1E6 Te (2 ) - '1Z0V1? li ` 10"oz. FrGfm i.t.5'1 5` JC' GLAZING SCHEDUP E r!" c g • E ,g ' I- 6s .2 x X11. . 3 ''I8 ,� .1' I Mr i.:.• :Mimjfa t..1rr•'f• ' rwr: I 'type Model _ . - • 47 003 fici/Ve..a.or " I •!' , sa,/;'.,/ D • sil- .SL . :Rik t « r - ••• 4�'F F t sSHEE 11ECENED CITY OF PEWIT MOM col lo DAB : 7/1 299 IT. t* 6110199 6120/99 �+ t • • • • 1 • • • a Ifelgt ' d f.! ..Y. y =Mr wat_ ■■••• 4/` 0.11101. MINN. 1f 14, 1/2" (24F F I • I • I � C . w .11. t.r_ 011. •MO • M•- M.. M! Mr MW MM rr MM M_ -r .r MM. Mr. MY •■■• Oft ••. •Y r fY .1 - r .r Y MY..• _. • M■ M• r y. w r MP - •M. • •.•• r • • r • M !r +�+. • G& T' X 1t..." (24F -V4) MT de 9'9 1'T r M• • • MO. r • r r M s .r MY OD .r • • w 1710 003: 7• X '1" (24F - V4) • • 4 1 I°EAM +- /y { 2 a'x IZ es ,• • t -. .k e e r . -. 1; I; r 1 1; E TOTAL AREA =1260 .5C. F . E 42 ' 42 ' .2: 6 x or erg?' • ` 7 6 r i r M. w MY _+ Mi ur• M. FIRST FLOOR PLAN 11'4' G'?" SLA63 GAB: ?'X14 (24F -I'4; _ . _ . M.Y. •r + MM 24 r • •6E OOM 72 CCX P.'l'1lVCX)C: TOT HI5 SPE. i••MIM1�� q • _ • • - .0 • tify t • z I 0 • it i t � 1 . 1 I r ; 0 • i • 1 1 1 1 1 to p 40 0 EXPIRE:Del% s,.,- :QUJ • • • 4 1 • • a i,)1 L: EL_OW 178 ___ --- - -- • 42 ------ __ -- 42 _ A 1 -/, /7,- d v` ( r _a . LOFT FLOOR F'LAN • H orf -.- — -- — p1 • • 7/12/99 . kT S• h 811©199 i • SHEET - too' EX F„- er r ! $Lt hat) • r • 1 D I 4 • r 4 jo l A I nO • If • •s} • rn • rn A s-11 • , .. • ' • _.'f.0t� -4"'� �' r R+, ryr �.j A � `•¢�� "� y n t�ti .y ti vtM +l/.'- .+.11! ,7. .•. s\ . �.i� - y.'. ..e • ... Mi 4• N11+•�' " .� ra - •-. t - '.Zr r . r ,.. ,1 gY ,.r. • f• 0 ®® 6 . �; - 1 t'? CC�� T St)! • S to '• ;3 . .� T x � N � t h . V ' • 7 . � • V` a , ;3 f • ' `I . t CM 4 .) �j L Q 1 t !' y .� 7 . t;1 7 � ` A .T , ...I _ r ii,„, P i' ii; $ .7 - - m to -C r. I ;) r t} '° 0 s r A '•I t , a. `' . 2 t1—' ". a ^ i ' : • t a 131 1 tp wj f; ii t� rli� • fir • � . . r 6 "4' !% s► 4' 1 k . ' ` • ' L. • ' � 1 y '. 6 CHEYL N4CQ swot ele+o Avail . ,wp y' ' w+ .fir ' !�„ *�/ •..,,� . . also r • • � /' 1 `4 A L - ..- I-� ' be mtti: l2 s.,31&' head ora ed corro6io$ re tam Roofing' fa;,ttre.r"a ta? g Fabtenrrw ohs!! b long enough to r ' - - c min. gf 'y' 1� Gt''own ►yictt�'t.: per+ctr•atc thrugh t c of eaheathix+g• -., x o th (or • u al) U� f�C? �tw � c'`1 (24/0 ratine). P i1' epaoid f' p. edge o I7 i s I c4+$t o See framing pline for ale & ioea t ion of fr n ir1g McMbeaa 4 mil pot a t arrfe warm afdc Oftruo • per -4' P ' . rcencd r„ c vent,blodking betwe.e.n rafter* 0 top plates►ad► •.ridge >Yd'r . Provide a 40 ft.rnet'free urea. Yenta$atiOni tO be d+etributo4 % & 607.4) topes . Ce dsr 2 x 8 fapo aboardo,- Guttcro tare irl,tatled 0 cave•- w/ 2".drains to a pep_ r • Iiorizcrltal. nailed so followe, 9d 0'6 "..v.C.pad escG 1?" aC. intcrrneydiat a o,.' layer type IS norr-perfora wed felt ta'pe'd 2 horizontally & 4" vertically or lyvck' r71010ZU barrier wrap. 44 04 per Table 1- Q,1997 U.6C• $d (commor on. bottc) or d (deOrme4 shank) 1 acia.vrOa r . $90,110" G itltei"Cne diat.e f*uppor k n between. floor jalet4 tP o 0. c ccur dgo of pt ' ehea .hittg.. • p lc�or 'oistt� opecified on framing plans. Joist under & parallel to bearing f } a�tatiioneigha I b� doubled: P. - V rC�iit �•1G' ill u rL gala a t3�c and Bt •eaGt'1 � t�, � �'t!E't cac ap � P. �tc� }ateral3 •.�'► sty at`eich 4 an 1iror�oist �tl bc y � � _ . - ._ .... .. _• . ' .. _, •_. .. - ~ ..... ntinuQ:.4s aitir+crxte footlrxg >ii (2) *4 pares. 5e6 foundation plan for.szc- a. a atCd no;tcg• ee faurdatanp•an for post and. columrtfoat ing • f pt7 Ling a'to root On or cemp,aot•ed (reyuiroo special it tipn 1 cerpacted to trot 9Gt of ma+x. den ►iti ; 4r;!v' Or ro.��f t 4r 3,.../ F`,te.r r w : ' - Iv c>l~ r,re i g yr A4E. �- 1 • ' lan for additior;rd noteo.aiteinlisoco and a5'emb`;e•3. e+o wine asps : t ExpOeur t %A PI�f► ' ` .Soil ' bcaring preipeurit, .2,000 psf ('auau ewn ,ah.fftt c�crG':3Qlit /cu.ftafG Y" D. : ' # a :fti, ..D.t (#I .ft.) fatal Load Frarning• tet9pe t±or( shout. mado alt cr the rQpt #4 .p74, Oft 11 : tirsckng.arc ; place, Ay welt ae all pipe p,'Ghir11ne artd_vent5 are_cornptet_ 1 A iumb r, bOds part_o oard, etructurat glue-4anii led timber, thi pile* & $t a -shalt tonforn' to •the � itltcd turnoer, fibc�ard ��h� r"9.p• .: • P°' apple cable e,t ar4. ras or grading rules 5pecifleel in the U.1 .C; and ehalt be o - ide ' tified• ;, t:irribe:r, ooc arid pole:o req uc ird to be Treated Wood shall be t3. tilt t�►m er, pl3f"'` - -•• a quality marl( of an approved ingpecti n: • 14. Fahcic.i taro � truet eapproved and 'hall. submit a certificate of'i: inplianc,e. $tatting t}h.st the work waa performed in accordance with t c ,approve 010no•: • 1�i• Exit: dr to be open bee frbrrt hou uee o a. (.Qr opeci knowledge or ctfor•t. A ,31ra; latch, dead bolt - or eecurtty chin mounted 4iN e e,'at•ove finish floor nuly be provided - , (15),treact!" iC) 1/.4 ' gi,,e dimerte o!"s and run . Aimerlolore are not to vary more than _318'. • • The top s f•har.draite shall t'e placed not loot than 4 " or more than 38' at?ovc the no of trcaeia and tandirlalt. The hand rip portion of hancralle yhaI( not be ice. than 11/2" or Mora tharll " in crone eeCtricr+ai airtw1 io4't or the shape shall provide an equivalent ri infi , urface. The hancigrip portion of h ndrtiiie sh }1 have. A ,rnooth Durfa ce* with no rrOo{Gte min- 2" cvvcr for rear want 1.11 "Goncre tc r .Y on all ti f rr ,~ i r I to A X61 Qradi� cQrreirs. Handrail° projecting from a wall ehatt helve: a spate of not. lore than between the vial and the handrail. N • • r - ..c 1 I i 0 ii • 4 3 r ny . ' \ tzr o � 1%4 14 . 1 r. . / / 1 , A • t• • -a. a•�,a•i_s a•a •• rams NC..... r ...••.•r,._••r•.•__..- ••••.••••••. .- w..-- r -• --. ..• M. Mb arr•.. -•r -mo. • ..a .a..ar -. 414a•.•••••••.••••....•Y•�N -- - y•■•••- ••••■/71.q.W.- • • • • �. yr, i -aa - - - -4: 4 a•.•••••• -•aM- s•-.. s• sue• - • : I t • � • • • • LL•_._.�._. ' • } .• , _ . . -• ! i ! ; i ----------- 1 ;.. _ .....J 1 , e j , , 1 I , 1••••••••••■•••• •••••••■•••■••■••••••••••••■••• .• •••■••••••••-•• ••••••-• 1 . 1 ._ 1 { , .••••-•••••■•■•••-• ... •••• 1 i . 1 1 .............__........ 1 ______, 1 • _.. 1 ... t 1 i t......._. t I i ., 1 I 1 1 I i . _ • ... .....y ■ k - ! : - - - ---I I • • i w -- - --- - -- - - ---- I r I' :1' ii III 11'1' CHERYL MCGRATH /.MARLIN KAY NOV. 82ND AVE S. TLtKWItA, WA 96000 208 481-5432 l _ _ •rn CUR' r eew 240TH sTSwo-+e %RENFR0 DESIGNER EDMONDS. WA 00026 • • • (4+} 774 - 7194 • • '• ' , • I 4 • = • 4 ii - 1 . :... -- .. .__•_. _ •••• . ._..._1.11_..._....... •••••- •... _wt. _ _ _ lo••• - -• .-. - -. .. .ry ..raw. -. •.+- ...�.- ._..• -. -•• -. r -._ I i 0 ii • 4 3 r ny . ' \ tzr o � 1%4 14 . 1 r. . / / 1 , A • t• • -a. a•�,a•i_s a•a •• rams NC..... r ...••.•r,._••r•.•__..- ••••.••••••. .- w..-- r -• --. ..• M. Mb arr•.. -•r -mo. • ..a .a..ar -. 414a•.•••••••.••••....•Y•�N -- - y•■•••- ••••■/71.q.W.- • • • • �. yr, i -aa - - - -4: 4 a•.•••••• -•aM- s•-.. s• sue• - • : I t • � • • • • LL•_._.�._. ' • } .• , _ . . -• ! i ! ; i ----------- 1 ;.. _ .....J 1 , e j , , 1 I , 1••••••••••■•••• •••••••■•••■••■••••••••••••■••• .• •••■••••••••-•• ••••••-• 1 . 1 ._ 1 { , .••••-•••••■•■•••-• ... •••• 1 i . 1 1 .............__........ 1 ______, 1 • _.. 1 ... t 1 i t......._. t I i ., 1 I 1 1 I i . _ • ... .....y ■ k - ! : - - - ---I I • • i w -- - --- - -- - - ---- I r I' :1' ii III 11'1' CHERYL MCGRATH /.MARLIN KAY NOV. 82ND AVE S. TLtKWItA, WA 96000 208 481-5432 l _ _ •rn CUR' r eew 240TH sTSwo-+e %RENFR0 DESIGNER EDMONDS. WA 00026 • • • (4+} 774 - 7194 • • '• ' , • I 4 • a a r ; k' • , ,i'4,7 ,,,› _ ., .., 7,001tv 1 .'-,,.. ,.. . . ' 44- ....,,,i/lAt . • . ' - tr•..! ..„ • - • -, * _A, ,, , .t. • vIr r-- ra -' •••,..," 11:,.; ,.._ 0 v. • • , r4 - - 4 • • . . • '1 "••• r r • • t 'N ;A.' .' .,, .0, Ir. , . . ' ,,, ..) : • 0 ;;. - ,', .. ' 4, - • • ti. • ' , • * , . .. .... - .. 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C • 311 • • V • s • " tt. vt : *s e • • • 1. •• • 41 ' • bi • 4 P. • • • •• 5. . • • • •• • • . ,,„ : • 5, •••• • , 14 • • ; ' OS , • e • S ‘' i $ 44' 'S • • . • • . • . e ' 144 44114 • .PI • ... ,. • .• • • • • . • • • • • • • • • 4 • . ' 5 . • • • • , • I. • ,.• " • • 54- • • • " • • • •.• -• • • • • • v • • . • • • -. . 4.1 • . • . • • • • •19 - • • • „, • • • • ••• • • •••• * • • • * 5 • • • • * • . • • • • , • , • .„. Iiiropssum.0 7 • • ". • '•• falie-111.4.411.1.1 USW Val#141•■•■• It villawa••••• 41.4.44".4"... ••••,•,, • -; • • ,. , -••;• • • • • • ' :. • • • • • • 4. • • ' - #0 • 4 ••••••en • • • r • •., • • • ••• • • :•• • •-• •, ••• S t • .• • ' • - a-- • • • • ., • • • • • .... , • • • 4 • 4,4 - ••• v■•'. - .. ." 4 1•7 ... il lf...:0 0 41 ti; , . .: 54 ' .. . ,. .. 1 4 1•• 10 t'l • i , .. . ' ' 4 ' ' 1 P. 4 ' i :,•-, 16 t,.. all,i '..?r• ‘.... 4 wf x4 5 •4 , 0,4- s '.,(,-;%,,, , .1 ..4 4-- • ' '41. " ;;•'... . .• v.• •• . , 'At , .... 1 , , "• .,. ,..,•■•". '17 • . ••• ty, . e .. 0 v 74 '.! s. . '..40 , illt44 sp., • • ., ., ,* • ,i, I ' • itlf: - -% : ' .11, , • , • " . 4 .' .-. • , ' • •.'. •`/.. 4 ' . '` • r ii• ••• • ... • „, '' •';') • , • '... . •_ ., ..), ' ...• '' • .- 4 , - • i , • • , 4700, . 5+ . ',"?' ,, ye t.,-,. ,....,. . '' •'-' ,7',•••• 1,, •• •,,, , •* e. - !■,,,;.., . •.,Iti: • ii,,., --- e 1t:'5 ' ' 5`, .. . V. • , • I: • , 4 • ' 1 5 4‘. ' , • ' • c • I, .., ., . II & 5. r , .,• •••• al, • • • • • • • • • • • • . • • 'a , , , • • , so erli. PAM- f>15 5 s• • ' , • - , • ," 4t44 • , • I • s' ? • • . • It? ( •••••• • • • .v. • , .4 • * • 11. • • • r • - • IP, ,.._ 14. • • ;.• •• • - ••• •• • • • • mt. • 4 • • • "•,' • '4? • • • • • • -4 • ) 1 1 , • .% •v• • 1 .7. - - • _. 0,4! • • - • , • • 4." . •`.& ".• ;" X 4 • al" • . . ' • • , • .6, i.. • • • * • • . • _ • . • IP); ." UV, ...• . '7 • 7. • - • - - • • • • • .. •• • • • "..:`," ...• -)•• rt; • • • •■•''' • • • •,, , • • • • • rs, 4t* „ , • • 4 . • 4•?, • - • RECEIVED CITY OP 'TUKWILA MAR i '3111 RPM 01101111111 .• . .• - • 7., • • • • 0. • • ••t - " • • • •• •*1". I , 7. • • • • • • • • ..- • - ' • 'D• • • • • . ,• ' ••■' • • c '1.1 • • • • • .• • - 41 I - •'f • • • S. • • NOTE: l■Nem S o. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic distance measuring device, supplemented by o steel tape. REFERENCES: INTERURBAN ADDITION TO SEATTLE, VOL. 10/55 ROS BY SCHROETER SURVEYING 7-26-89 Basis of Bearing: City of Tukwilo Retracement & Monumentotion Survey by Hill Ingman & Chase & Co. January 21, 1971 RECORDER'S CERTIFICATE FILED FOR RECORD THIS _. _DAY OF AT A T THE REQUEST 1 OO ,�_ ,�� 0 F, UEST O Ir 1 W e. 4E. Q t O cr) MGR . SUPT. OF RECORDS .pp Spi. 'pie — Al stiV V ‚S U w �- C �� O a V x W w E ' w 0o r 25' r I 116 I I . O C7 O W a 25' I i i i i 0 0 N Found tack in lead set by Schroeter land Surveyin 7/26/89 Found tack in lead set by Schroeter land Surveying 7/26/89 • Found und 2" brass disk w /punch rk in conc. in case -- 15/01 (TYP) 20' Easement M.11 IMION IORMIM110.11.11,111.1 am, Oft 11111=.1.111•1•10,==... 21 9 LAND SURVEYOR'S CERTIFICATE N88'25'27 "w 216.53 216.53' N88'25'27 "w S o. 151st St 306.02' meas. ■88'25'27 "W Basis of Bearing THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY MS OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS 4F, TIE S U CORDING ACT AT TER � U�,ST OP. 4 4601 „/id mow tam. owe aim AP= ow. ewe ems .4•• •••• cum. wise ems war ROFESSIONAL LAND SURVEYOR L.S. NO. ATE AIL 'T+ SW NE Sec. 23 oD1\oN 10 S10/55 NVOA. \\*\\I'ER 3 Found rebor w /cap #9606 (O'Hare) South line of Lot 3 0"101.•••••■•■ .. .r 3.4' west — �.�,... •— • .• -....J ' w w .11 0.6' east Found 60 penny nail in gravel driveway - 0.16' east of Talc. position Li 0 N 0 z w•••••■ w •ww•••ms/a Existing "Barn" ■••••••■•• i , ..••••••f PROJECT NO. 89086 DATE FIELD 8/15/01 DATE 8/17/01 r SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAx (206)243 -9679 T. 23 N., R 4 E., W.M. LEGAL DESCRIPTION EXPiRED THE SOUTH 120 FEET OF LOT 3, INTERURBAN ADDITION TO SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF' KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE CITY OF' TUKWILA FOR ROAD PURPOSES UNDER KING COUNTY REC. #7105100441; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS, OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY; BEGINNING AT THE NORTHWEST CORNER OF LOT 21, SAID ADDITION; AND RUNNING THENCE EAST 200 FEET ALONG THE NORTH LINE THEREOF; THENCE SOUTH 20 FEET; THENCE WEST TO A POINT ON THE WEST LINE OF SAID LOT 21, DISTANT 20 FEET SOUTH OF THE POINT OF BEGINNING; THENCE NORTH 20 FEET TO THE POINT OF BEGINNING; EXCEPT FROM SAID EASEMENT THE COUNTY ROAD. SEC. NE 23 -23-4 CHKO. BY SHEET 1 OF • SEP 30 2003 GRAPHIC SCALE IN FEET ) 1 inch in 30 ft. LEGEND Concrete Monument in Case T Monument Bronze plug Tack in Lead or Nail & Disk set rebor w/cop #23604 O p Found pipe or S UR VE Y FOR: W�tllar� Janes 14920 - 62nd Ave. So. Tukwila, WA rebar RECEIVED AUG 2 8 1001 PERMIT CENTER . 1 File: 35mm Drawing# 4100.1111111 mmINEEEMM • • S 88 25'12 "E 216.61 o tc.% see 003 S 88 25'55 1 E -- 246.53 — — 5• - 88 25' 55 "E ' 216.52 93 () C" set 123.2. 0 ,, 8 S 88 25'55 310.00 i t °;1 !HAP:ST.3 SHALL BE MADE TO 6tA CLUidE Gr D'DI) E 01\IAL PLAN REVIEW 0 "LES. tk (K 4 � 2003 SEA • 0 -_.._ _ ..- I.I _ I� I I�,1" I I I . �..- i.Lj i.. . i i _ i..1 If f i i 1 - 1' 1I � I I �I I I �ii li Ii�I 1 I � r I lj' Ll 1 1 i j i iI [ III INCH 1 • 2 3 r r. I e,�-� i v " +��4 .5 CHINA i ��'� . 6 5I.. w. £G at " {t;L .61 6 , 8 L 9 9 b' £ Z AY-30 1IIII I111111IIIIIIII 11 .i.11lllliI IIIII IllliiiiILI.IIIIIIII1 III►IIIJ,I0111111111. LIIIIIII 1111IIIIIIIIIIIIII1111I1111111111 S " .. trelrfW"Plirve , ,,,porl,,, , ,,,,. . c �'n�.�:.� )\Art U • I uridor tancl that the Check approvals are 4 *Qt to errors and omissions and approval of piana cl ©es not authorize the violation of any adopted code or ordinance. Receipt of con - tractor: copy of approved plans acknowledged. By Date Permit No. SEPARATE PERPMMT REQ'U RED FOR: [1 MECHANICAL E L C T RIC. L iVPLUMING I GAS PIPING CITY OF TUKWILA SUiLD NG : - D.!V S!ON CO °V 11°Ijk e \ nu a E1St I OLKA MA 1.4 4,1'1' � ( �' 14" f FILE COPY NN RECEIVED CITY OF_TUKWILA' Nov 2 8 2001 poi - o1(0 PERMIT CENTER - — I, 1.C1 ct) T ____ 0 _ - • - • GYP C7) C\‘ . C.VIDA rr :ION ‘,Aifya. WI *T 0 10"0..c. VERIIGALLY & #4 11ZONTAI1 ( (0.1 40N T INjOUCi CONCRETE . 1 4 11 12) 04 1?Ef3Ag. (Tr') 1 C,CM:f..1T... ON t Mt! roi_y vf-J-sok I 106.- WE:1 PEP EH OH ?." CRUSHE.1, !fit: ONE CA X30" QUAKE cONCRETE. PAP W. (4) #4 Ortr.,:-.; 1,1K- WI '0" Eya. c:GNC. AP OF.ArE: & cm:40 cot...1'4/N I3A6E-: - TO 6 1f- #2 (3 X 6 PC.;•.:: (INT. X ..••••■••• •••••••■ ••••• • •••• • •• ow • • • ••••• .• •• vs. . J . 0 4 23 om - n0 --I— C< * • > 6 I • . ' i P i 1 1 4 • . 4. —I 7 7 i J _ •1•1•• • ••• • was cr. • ...• .41• : 41 • 16" X b CEE4E FOLINr.. VENTS. O. LIANTITY &LC:CA* AtTROX. MOV:I7E 2.0 50. FT. NET FREE: AREA, " H J • ke...t.Et) • .; Lf-::;GFFe. • • k • • • • 4 _111. • • • • / • . . • . C.. R-/o •■••••••••■•••••■■ I 1. DASE. ;() F.T. (?: X i".5 r' • - 4 - - .24: "— wit: 1\1. , . R-10 RICA) IN5iii..NrItiNI 1'. X 21' :AP EA. IN.L.Y rP .2013 .5" Y. 1 CON11:111:3211.5_(1.;'‘.1C.T;:E.TE . ( s 2.) .#4 REf5AP,. (iseri le• to ... FOUNDATION/ FLOOR 'FRAMING PLAN • • • • .101110•■■•••••••■•••••••• POL4c),: i01%; WAIL #4• P.I.Alci,C! 61(;r'. r.) c:3 7 cz) 35' V13" eC.1 c CD , ANSIN ENGINEER'S NOTES: Ti? FAv - 2 Y. 2 x 14' kt1.) ru - I 1 1 dr . :1( r • 3• 1 !•1, •• Y ( (..< C- FN K File: DO) 'O7b 35mm Drawing# 1 g c0; • N 9 X1161.5 . rceI ■• • • , . 3 11 . • 1710 • ‘...: 7".X 11" .(24F ■ '• eSS ......••■•••.•••••••■••••1 r• • . . • X ILI (51.13 I"Cf••I 11; I • i GraitIVACI ariM120:411 CIA 0 Ao , 0 z 1( A t. a..1.2;r4 f..‹,), FT. . 140 ; ••• , . , , • • • 1 f VAeiagiF r STUfia HF 2 X 6 C0.1,6"o.c. UNLESS . HE:16V15E:SPECIFIE5 •••••■■•••44• ;Om. • . • 11 0 .1•••• SfArififtWilifilVOIAIWZIM • louremiireamme 11...HEI01..41! WALL .. ! • .9 X 7 OLD ; . , F'C.&;4 ife 1bb 1 • " • I 1/2 CPX MOOD APPLifq.)I0 .:Pi;t12).FAVE 111 :A 1 : 0.X 1:5 :3" 'C. (-4 4.. A ••• ; ( •!..• .. - •-• . • - • - - - • - • -- • -- -- • • - • - • - • •■• • " t'2 7' X 14. 1/2" ',2 1 4) 1.1) II. '"" ') • ' FULL. HEICitir bli•105 1ht.5:: WAt.I. ; , I t. • $X7C t., 1 • :1 15; 7" X 14 v.41 . 4 a.. . u• :G... • . • , .. • ... • .... • •• , • .. • _ • ... 20.6 O. • 1 ; •••••••••••••• •••••••■••■••••••••••••••••••■•••• •••••••••••• ••••■•••••••••••• ••• • •••••••••••••••• FIR,T FLOOR PLAN • • I 1.6 • 2 X 0 WAL L 10ao.c. . :V 'V ... 114 .• 1' /0, • 9X12 rosi crlr. x 2.) — - I ! • • •..., 5 cs It . 410 IP • ;I! . 3" ,V) 11111iiiiII1 I1 I II1111111111111i1111111 i1 iiiiid ci INCH A 1 2 3 " • - 5 6 CHIN SI. VI. Z i. 01. 6. 4. 9. 9 t7 e z 1. N - 0 9 1111111111111111111111111i111111111i11111111011111111111111111101111111111111111111i111111111111111111111111111111111111111 1I111111111111111111111� I ototavamtrotortalttittAt v • LOFT FLOOR PLAN 1/# 1 I 1 1 1 1 1 1 1 1 1' 1 1 i 1 1 1 11 0 INCH 1 , 1 3 5 6 CHINA 1 2 5 I • 171. £1. .04. 6 , 8 .L 9 5 V E Z ' I. Fib 111111111111111111111111111 m lip 4 eg X AV 1 .1 33 /a) /IF 24'4 LOFT SEp 309 etEL Girl Of •TUY,V4 AIT1 3M+1 I LI ;11.0 RECEIVED CITY OF TUKWILA NOV 28 2001 PERMIT CENTER • • • fp " • • • • • ••:•• • ••••■• • •■••••• •••olp F;41 • • • • • ••. •. • ••• • -121bl • 33 cp c om • TN, - n0 O. co -A a< N. r41 • R.00 • • • • • • . • • . • ••• ..T4f",,V.e: ih. is • ...V A 1 t, i _ :•.';;:' ••• 4-4,7 • '''' ''.46: • .". 1.'1.'4' ,••.; '1' • • ' Al/ •_? b :;•••40 : i■C. : "" s j4 . ? ..i.j ...."'„ .i I , •*.:.../% "` •`• j"..I 44. : '. . 1:" . •olo• 1 •• • • RA1v1ING PLAN I 144 y ' ' ••• .u L.I a • Ali.."41 6 • • • Hi HURRIANE CLIP 42.24"o.c. 1 • 1/4 1 1 . 1 11'1'1 i 1 . 1 . 1 1111111 1 1111111111[.111111.11111.111;1'111'111.1;1111„11 CHINA • 6 91. t7 LI. E 1111111111111111111111111111111111111111111111111111111111111111 • ••• • '•*•••■•, j"1 I • • -I e. 31; re!4? • .4 .;••••.• • ,t ENGINEER'S NOTES: rRovIrx::: 1 51Mr'f3ON' Hi (OR EQUAL). 40 4t3"o.c. ( • 0 (2) HI' st 2: 2 X Ci TCP rt.A7F.:, r'ROVIE gs-0" OF • elPI. 1 Ee • PP:C.:VIC/E. (16) • 104 N 2 OM.3 OF• (.9. PROVVE. ivISTA'•F.3 AT RIPCE CONNECA c;A:3 :F•ix 131...);:k•NC4 r..1)0E RECT. iYIH 5.1';.'• (.f ,11•)(.■F.;', tro.; ON )f F 1 f.• . 8"K f)P. 4,L•Ne..1 131 , • .A ;1t 1 :131N3O11W1:13d IOOZ 9 Z AON V1IM)Ini AO ALIO a3AI333s:1 cis C002 E d3S * 'l IdX3 • CHERYL MCGRATH/ -MARTIN 4924 62ND AYE 5, TUKWILA, WA. 98Q O O 4Bt-Sr� ' -? "'fir. • _. -. - FRO DESIGNER f ii 80610 24C0-1 ST 9W B-19 Jill EDMONDS. WA 98026 (42.5) 774 - 7194 - -z? '•. 4 ;, • r --- .r....._....... i ...........__ 1 .. sofa. • 1 .. 1 i • � I I ... I ;. sofa._ • _..._.- . '. r .. ...' .• I .. • :r' • • : }'...1v2. :... l7- •,•, I 1t•.•dy -,. . w• 1iurw %•) •; 1 I , H F..- . L. ..�.. j._ �:. .;• ' . .. ' ! lk. 1 I ' !i 1 I 1 : ! f it r: 4 :77 4..1,( 7 ,41 I tio • II . I i i 1 ' �i�wiw I 1 i l III IIIIL II'I�Il�ilililililililllil Ii1.i.1i _li+�liLi 0 INCH 1 2 CHINA r ... • . .....w. � ..• ..... « _ 1 I I I l IlIIi �I� . L' . l . 5 .1' ,•. 91. ibl £l Zl <. ll 0� 6 8 L 9 , ;. 9 £ Z ' Fib kyi �• � O 111111111 111 tIII1IIIIIIIII�IIIIIIIII1IIIIIIIII1IIIIIIII1hiiiI1111J111111 1II1III II .IIII�.I IIIL LLIII1ILI ►I1II►1IIIIIIIIIIIIIIIIIIII • r 1 I �I�'I'I 1 `IiII 6 •�• • SOUTH EL 1/41 , .; r . �. _....._ .�_ �.._ _t_._.----- ►--- ...- •:..1.__.___. _ ............ ..L., sofa___ __. -- .. .....1. 1 ! • 1 ( J J ' j • 4 1 . 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I1111i I1I1. 111111111111111ilil' I111111111I1I) 111 X111 111lilil111111 . ililil11,1liii11111111111 1 2 3 4 5 6 CHINA 0 INCH • 91. bl CI. Zl t'�E,, QI.. • 6. 8 1. 9 9 b C Z l Nb0 II IIIIIIIIIIIIIIIII1IIIIIIIII111IIilll111111lllll11111IIIIII1111111 111111liiII I IMIIIIIIIIIIIIII IIIIIIIIIIIii0111111111111I 111111iii! NJ t o ifroW EXPIR2 t3 ( 24 - 4 Aelow . 1 %s • ... ........ - • • 111111i1 0 INCH CHINA I N 1 3 . r4 5 6 91: V1 CI- 'OI. 6 . 8 . L. 9 : 9 , 17 £ •SEP 3 O2003 0 5 0 0 ( . • •,:••••••••••,..............••/ • 777.77. File: DO 35mm Drawing# 1 4EGAL DESCRIPTION 11II1 ()INCH CHINA 5JTE PLAN ss ' 5-e>/ S G wG A. A 4.4. If1�p S \/✓ G/r~� Ag/c.. b/>. / le-- kV 4/ .4 ,/3 m/1 N 4y dh, l sf on .S E B/ .2/ )'- f/ J cif ,2/ ADT ECTION - TOWNSHIP - RANGE 5 ITE ADDRESS /4/9/ 7 5• ',4v /*JIM KA 6?-cii / q 4' b.2 4 v .c. s . NEW BLDG, OWNER SEP 3,0 Z003 SITE COVERAGE SQ, FT.) 7� / c / f .0/1 � � EX$1:,1'0, BLDG. DRIVES & WALKS SITE AREA IOTALS re / s�R3� _ 3" �,Z,3 0 ` '' ‘ 3 ,p'i / av G /c? fs R (�-U /{ // fy:// /.i,e /may J I,v-< f/ 4A/10 =Li; /00 .4c1 e:-/i4. c'. / / /c", S /j S c / G fr - c / S /t cl7//, C. / / c c., /I/ /VC v(/ i �/l eaA /V(/ /� � ' % ! - t A. „7,2. ge) ,6e: /-7 'finc4 c-- /(-./ /4 /„1 G 14/ 6 �ar z (A.. .va. -h. // i i i 11 I '11 111' 11 I 1 1 11111 1 } • . 2 3 5 7 - "'4 5 04 4 11IIj 5l VI. £L 7,J. I 01 • , 6 .; 8 • 1. H . V E Z l - 3 '0. 111111111111111111111 ,I1I. 11111 HIIIIIIII11 $IIIIIIIIIIIIIiiiillll 6 �DOI RECEIVED CITY OF TUKWILA PERMIT CENTER