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HomeMy WebLinkAboutPermit D99-0268 - Larson Residence - GarageEXPIRE1) Robert Larson City of Tukwila I, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 000300 -0013 Address: 5011 S 138 ST Suite No: Location: Category: NGAR Type: DEVPERM Zoning: LDR Contractor License No: Permit Center Authorized Signature: Signature:__ Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. DEVELOPMENT PERMIT esc5Ki Permit No: Status: Issued: Expires: D99 -0268 ISSUED 11/15/1999 05/13/2000 Const Type: Occupancy: PRIVATE GARAGE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: N Streams: OCCUPANT ROBERT LARSON 5011 S 138 ST, TUKWILA, WA 98168 OWNER LARSON ROBERT J Phone: 206- 244 -2242 5011 S 138TH ST, TUKWILA, WA 98168 CONTACT ROBERT LARSON Phone: 206- 244 -2242 5011 S 138 ST, TUKWILA, WA 98168 ***************************************************** * *** * ** * ** * *** * ** * ** * * * * * * * * * ** Permit Description: CONSTRUCT NEW GARAGE, PAVE DRIVEWAY FOR 20' AND INSTALL ROOF DRAIN FOR STORM WATER. ***************************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 33,750.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: 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: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 850.05 ********************* * * * * * * * * * * * * * * * * * * * * * * */ * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C A -- D a t e: I —.1S_ ! 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance f work. I am authorized to sign for and obtain this development perm Date: /l — l.5 L This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 5011 S 138 ST Permit No: 099-0268 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 08/04/1999 Parcel #: 000300-0013 Issued: 11/15/1999 ******************k*W-A******It*W**A*****A*A***A**k**A*Akick********* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be Available at the job site prior to the start of any con- ' - struction. These documents are to be maintained and avail- able until final inspection approval is granted. Electrical permits shall be Obtained through the Washington State Division of Labor and Industries and all electrical ',work will be inspe by that agency (248-6630). 4, Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 5. All .mechanical work shall be under separate permit issued by the City of Tukwila. \ 6. All construction to be diiine in conformance with approved plans anAreqUirements of the Uniform Building Code (1997 EdlXion)'''as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to ,give authority to violate or cancel the provisions of this code shall be valid. 8 Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents •shall bear the seal and signature of a Washington State Professional Engineer. 9 APPLICANT SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. • GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 10, Driveway width shall be a 10' minimum and 20' maximum at property line. Turning radii shall be a minimum of five feet. Driveway shall be paved onto the property for 20'from the property line. Paving shall extend from the property line and smoothly meet the existing roadway. Owner shall limit property access to the driveway by closing off existing access, beginning at the edge of the driveway and extending easterly along South 138th Street. Project Name/Tenant: 618 / Jl j Value of Construct on: ve , Gtr Site Address: caw/ / c _5 0 /38 .vT S/Zip: y tate ,(% Wi4 , Tax Parcel Number: CLx.�c�o — cr) /3 Property Owner: tgMe *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: o — c,W i l — ate -� Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ')e\Pt Pho1 a • ci � Street Address: City State /Zip: Fax #: Description of work to be done: .,.� /,, 1 574) / / DA J o, / &469b& Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ,Gara ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 1,4 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: c: 21 — 05 sq. ft. Dwelling sq. ft. Covered Deck(s) 02'J sq. ft. Garage /Carport sq. ft. Accessory Structure(s) O2 / , sq. ft. Uncovered Deck Proposed New Square Footage: �.. 7,i sq. ft. Dwellink5 sq. ft. Covered Deck(s) Q sq. ft. Garage /Carport ! %e. sq. ft. Accessory Structure(s) 26___sq. ft. Uncovered Deck __ Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TL WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applif accepte Date ncatt erlres: r r ApplicaIto en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 •R STAFF USE ONL Y 'r Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) Schedule: BUILDING OWNER ofA1�. ? OR/ZED T: Signature: 11 Date: Print name: (9/q L �0 PhzQe_ _ 414/ Fax #: Address: Cit /State /Zip: • PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Copy of recorded Legal Description from King County El Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. 71 ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 2' ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ,1 Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ Foundation plan and details ❑ Floor plan ❑ I❑ Roof plan ❑ ❑ Building elevations (all views) ❑ Building height ❑ � Building cross - section ❑ �! Structural framing plans and details necessary to completely describe construction ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, RR--�� Variance, Shoreline or Tree Permit). (71 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the 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. SFI'LIlMl7'.DOC 2/13/97 :4•k*:1h* W`k:4ki4.;'r0it:k*:t. 4. s5 ** * #AA:k:AkA A* h: 4: l: t•* .AA,.44:•k *•-t:tii **.AA**:thk Account Cods 000/322.100 000:3.45.13:30 000/386.904 000/342.400 412/34:.400 G!T.Y OF 1UIWI 4kfl' �q.. , IItFr�•!titil' , 1 /'4.:4kk.4.. /k*t* h* i* *••9TV A.A4: *11-4k *do•,1:5:4:1:M4:4 **A*;: 1 •.l2Hi•10 ti1:1' NumbF,r.»: R 4800187 (=rmrrurlt.a 536.6 5 11/15/99 1t1:00 . i'atirrient. hetihotlz LHI.CI( Not,ation't ROB LAR 1n•it: WFR P. rrnit.ilo: 60626i3 T pi.:!: t)Ei1PFI2M• 'Ct:'JLLUNMt:.N•( PEitihi'r Park e l ' Fla : 050300 ••GCS 1.:; '3ite tiddr^iiri: ,5011 a 13Q _ST . Total' Fee=: i 5.0 05 Theis Paamerlt; '. 536.6 5 Total ALL Hit;a;, 850.05 Ualanrr =: .00 *h I*A **4.4% ** * * * * *•l:A Ad:•A * * ** t*****f s ***** * ** *•A * *?, ** * *A.** ****I *l * * *.A * *• Descrint1Oil BUILDING 7 PLAN CI1ECI( • UTILITY. 81 Al E UUTLDH4O SUPCH(RGE :CUSP' FEE •- U1 XLITV l:l'I0P FEE -- STORM 11f'FaiPI 4 m O '.l i 1 t x;02.1.55 20.00 4.50 15.00 15.00 8836 11/16 9717 TOTAL. 536.55 :iY.tt:4*4t4k:4:t*. tik,k:4:t: +:k:E **:4:4 *:k 1 7 *:4 A** t-4•74*;F:4*:tM:4AAPh *k*A.:t* CI i V 'OF TUI(141LFi. WFi 3'r ?fti• .hl'' A.:t:k*4 *:kh:tAkA* *k:,4** ..% *:k:4A*: to *A **A1:4**Ak:k4•:t ^k:t*:kAA Ah*A TIthNSMIT Number :. R9E3001.20 f. itrtt: 313.40 0E3I04/99 14r:.';! Payment hetIiod .t LI•ILCI; We t a't i or4 ; ROi3 LtoR SON ITt i t : 'I'LO Permit No: I ?99••02L8 'fvict DEVPLCi' I,LYL1.OPML(!I I'IiR34�'f. Ptircel Not 000300 °-001.3 Site i4 d d t" ca a to : 5011 S 138 ST Total Feeyt Tht5 Payment 313.40. 16tt I ALL Pmtaa: ' ;1d 4tr Oa lancet 43 .( 3 : k*• k4A k**r.*** A• e4* A*** ***++ it+ 4 Aka 4*** A i4 AotslA * *Al,:4AAAA *kAAAirA* *A kr4:4QA * ** .Account Code. 17e$c:r1 Ut. ion 000/345.830 PLAN. CI E:CK ItE ;3 1t toQtoFt Z 313.40' -676 08/06 7717 TOTAL 313.40 a. •' i i f I ti. Teti COMMENTS: S f 0 10e, v 0/3 _ u pp s0.4\ i riL 41 - ILL: d . Address : 6 3. i tr-ti'-'" I 6 /}10 0 C LA-r—t.. Date called: /0 . .2I I i/ 0 Ci-w—e-,_ t tn/LX- sCIALkre 1/4.4 cAl 1)-- u4 114J Date wanted: adC__nj /0 ' Za • a P.m. Requester: k a-A 5P1 (31,q03 -(\ LA1.1 Project: Lak 5,1-"i Type of Inspection: • 5 fn T)Act_l Address : 6 3. i tr-ti'-'" 5. )_ . Date called: /0 . .2I Special instructions: • Date wanted: adC__nj /0 ' Za • a P.m. Requester: k a-A 5P1 Phone: 5 5 s6 c(AIS OA-) 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 Corrections required prior,tO approval. Date: )(0d $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: [ .0zo PERMIT NO. • (206)431-3670 olect: there' r4)a(1 Type of Inspection: -..„ Ce t t nel 1,\Y,11 tjo A r Address: 57)11 3 W St- Date called: Li- o � Special instructions: Date wanted: ci g- d o .m p.m. ReAuester: Orb Phone: EMI ,P' INSPEC • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1 � PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date-1 $47.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :� -•er,... ;.•.1 L.Lf).:rat, s d .. :..: tr �i� aa9, swr✓ a � .3• rs w�c .� �, ....� r �. 1.,. .. P j TypeAf Irmtl: /..4.,k,A. ddr Date c II — 1 4 4 .1 - a 1 oo Special instructions: - Date viaT .•:ip i a.m. 40 C1 ... Req s . (0 larli Pho 390 .... ect INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA PERMIT NO. 98188 0, , (206)4,31-3670 Approved per applicable codes. El Corrections required prior to approval. COMAUNTS: ".4 $47.00 REINSPECTIO r E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr �" ' ! e of I pect' n: �j A �res, c, 2r} Date called: t j� O 0 Special instructions: Date wanted: �/a 1 6 , p .m. Requester: a49 Phone: a)62 a yy� 4 • INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 s lt -oa 68 PERMIT NO. (206)431 -3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. t ,. /..l E] $47.01 REINSPECTION %REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv Suite 100. Call to schedule reinspection. Receipt No: Date: �..A.� aa..��.,. �. ��.rf.u_ 4 ...u ... Pro j Kiri titm CtpeNtari iAl ... _ IA- *77 ..s. /3g7 li s 1- Date called: Special instructions: Date wanted: ..2. 0 v/ P.m. Requester: INSPECTION RECORD Retain a copy with permit • INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6 Southcenter Blvd, #100, Tukwila, WA ...........r...,..** PERMIT NO. (206)431-3670 44 ' 4 ° COMMENTS: — 1 Inspector: Approved per applicable codes. 0 Corrections required prior t El $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Li \A, .: 1 ns (r w .Nn b Address: 0 I I / Date called: Special instructions: Date wanted: a. . c)-16) Requester: r Phone: (C36 44.-k-i eq !1 CITY OF TUKWILA BUILDING DIVISION 6300:Southcenter Blvd, #100, Tukwila, WA 98188 ::;"?.. • TL INSPECTION RECORD Retain a copy with permit INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. (206)431-3670 Receipt No: Date: Project C�� Sri n Ty bf Inspect o ou.A < c7 n G��l, Addr� ' ` „� Dat called: � r j Special in Date wanted: 4" — (49 a. Requist • t 611.1 Phone: .1470 it 4t%3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit A+ o 4 11 t\ oaco8 1k. Ir PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �1 6300 Southcenter Blvd, #100, Tukwila, WA 98188... (20631 -3670 K Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Date: 2 .. El $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PROPOSED GARAGE 015 FOR • ROB LARSON 50115 138 Street Tukwila WA 98168 • 4 August 1999 by \ REG! .1/19 ROtER STATE OF WASHINGTON Patten Partnership Ltd. 1215 SW 149 Street Seattle, WA 98166 206-242-0329 CM Of TUKWILA APPROVED NOV 1 2 1999 AS tati.0 DIVS RECEIVED CITY OF TUKWILA AUG -- 4 1999 PERMIT CENTER Delq•-0D(oi3 • STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF STORAGE BAL -- -125 PSF LATERAL WIND EXPOSURE B; 80 MPH SEISMIC PER ZONE 3 FOUNDATIONS: EXTENED FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. COMPACTED FILL COMPACTED FILL SHALL BE SELECT GRANULAR FILL WITH NOT MORE THAN 5% PASSING A # 200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM, HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY EQUIPMENT COMPACTORS & 4 INCHES FOR HAND OPERATED MECHANICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR TEST) CAST -IN -PLACE CONCRETE: Fc =2,000 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94 # SACK OF CEMENT. NO SPECIIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IF 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREDMENTS FOR REINFORCED CONCRETE (ACI 318 -88) . ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHING 12 INCHES OF EACH END OF THE SILL PLATE PER U.B.C. SECTION 2907 (1). FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP PROOFED WITH A HEAVY BONDIED ASPHALT BITUMINOUS DAMP PROOFING. REINNFORCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1992 EDITION) BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615, GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTALREINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: 2 CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTHOR WEATHER: #6 THROUGH #18 ............. .... 2 INCHES # 5 BAR AND SMALLER 1 -1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER : #14 AND #18 1 -1/2 INCHES #11 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES WELDED WIRE FABARIC: WWF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ON CROSSWIRE PLUS 2 INCHES. (i.e. 8" FOR 6 X 6 MESH). LOCATE WWF 1 -1/2 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. WWF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8 EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION MOO, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy= 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTUIRAL TIMER: ALL GRADES SHALL CONFORM TO WPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITIOSNS, PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE . ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2 X FLOOR & ROOF JOIST 4 X BEAMS 6 X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2 DOUG -FIR / LARCH #1 DOUG -FIR / LARCH #1 DOUG -FIR / LARCH #1 DOUG -FIR / LARCH #2 Fb= 850 PSI ...... Fb= 950 PSI ........, Fb =1300 PSI ......, Fb =1000 PSI Fb= 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMERTER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH U.B.C. SCHEDULE. PRESERVATIVE TREATMENT: ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 1 INCH OF CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE TREATED WITH A PRESERVATIVE OF 3 ALL LUMBER THAT IS IN CONTACT WITH OR INSTALLED WITHIN 1 INCH OF CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE TREATED WITH A PRESERVATIVE OF ACZA OR CCA. LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA C -2 AND C -9 RESPECTIVELY. NET RETENTION FOR LUMBER AND PLYWOOD SHALL BE 0.40 POUNDS PER CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY; 0.25 POUNDS PER A CUBIC FOOT FOR EXPOSURE TO WEATHER . IF TREATED WOOD IS TO BE PAINTED OR CONDITION REQUIRES CLEANLINESS USE PHENTACHLOROPHENOL WITH 0.40 POUND PER CUBIC FOOT FOR LUMBER ABOVE GROUND, 0.50 POUNDS PER CUBIC FOOT FOR WOOD IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY, WHERE POSSIBLE PRECUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PERMETRATION DAMAGE, FIELD CUTS AND HOLES IN ACCORDANCE WITH AWPA -N4. FLOOR SHEATHING: SHEATHING SHALL BE % INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPEDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE, ROOF SHEATHING: SHEATHING SHALL BE' 'A INCH A/P /A/ RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10Dd NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. WALL SHEATHINGS: SHEATHING SHALL BE 'A INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0, PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS -FIR / LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.1.T.C. STANDARDS 117./ FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARATMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT OF THE PLANS SHALL BE (2) 2 X 8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCES ON CENTER. BEARING WALL FRAMAING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2 X 8 DOUGLAS -FIR / LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS, SPIKED LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASSPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A 4 BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE- MANUFACTURED ROOF TRUSSESS: • JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE , CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE- MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR . TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS. STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND S i IrrbNINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS NOT SHOWN. 5 CU LU • Job: (SQUINT) WORK FILE / 30PC25 Q TOP • ,••l x 4 FL I Met. CL :I x -. •.1 x V: WEBS 2x4 HF Stud :i7 2x4 FL /Met.: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. A RIGID CEILING OR CONTINUOUS LATERAL BRACING Al 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m LEFT RAKE = 2'2" DESC. = 30PC25 PLATE -WAVE TPI95 R -13960 W =5'8 5' 15' 5' SUPERVISOR: BUILD— SHIFT: CHECKED BY: DESIGN CRIT -UBC QTY = 12 TOTAL = 12 THIS OMG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. R(UK nuFrownun fl TWFf1 Fnn nn PCV SnFFTT t /larl CALCULATED HORIZONTAL DEFLECTION OF 0.55' DUE TO LIVE LOAD AND 0.35' DUE TO DEAD LOAD. RECOMMENDED CAMBER 5 /B' AT MIDSPAN BETWEEN BEARINGS. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. i= 81 } 82 } B2 } 81 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED ENGINEER BEFORE USE. 5' DUR.FAC. 1 15 SPACING 24.0 8•13960 W -5 TC LL 25.0 PSF (REF in TYPF f Ids • 0x1'2 RIGHT RAKE = 2'2" SEO = 25228 REV. 18 1b8 SCALE - 0.2309 TC DL 7.0 PSF OATS 08/03/99 BC DL 10.0 PSF RWG BC LL 0.0 PSF CVW TOT LO. 42.0 PSF 0/A LEN. 30 • 10/21/1999 19:26 4257475403 Mes • From MITCHELL ENGINEERING Mitchell En 1 eerin Inc. - Structural JOI)Ntnnber::. No. Pages: le S) (Including Cover huge) • Michael S. Mitchell, P.E President • If you do not 1ecievapages, pleaSe call (42S) 74741500 ' CORRECTION LTR# RECEIVED CITY OF TUKWPA OCT 2 9 1999 PeRmrr GEN PAGE 01 th Aveliue N.E., Redmond, Wa0 • 08052 • (425) 747-1500 FAX:(425) 747.5403 • I FACS.1144E;TRASSilellSSION 24Pri4 • ' Time: Company: eM • 4:44 • t34/144..e ,41.‘,1112,4 II, 10' t1, 4257475403 •• ST TB f prT . . .. • . ; : • ; 1 I • ; • ; I: 4 MITCHELL ENGINEERING AllAe•vt . • !,• • . • • • _ 7821 - 168thAve. Redmond, WA 9act5 0, (425)747-1160 • , - ' 1 4 lijc •. . • • • ...Y... • • • .'..7.1 • ; • PCip e 4Sa ii i • • • • • PAGE 02 10/21/1999 19:26 n.. ....A /.... V ' ` • • • ; , , l: •,.... �(.__�1 _ . • 0 01.•••,•4. - Yon 4257475403 t L ENGINEERING INC. PROJECT SUBJECT MITCHELL ENGINEERING i• I } j t PAGE 03 7821 . 16$ h Redmond; WA (42S) 74744 r. • • , SHEET RECEIVeb CITY OF TU0'i.A' OCT 291999; . _ t 41MINIM..4■ Or .._. JOB NO. 1 ' _ • :ii • NEW LEGEL DESC. Range 4 East, W.M., in King Thence North along the West as established to the South Beginning on the South line of the Stephen. Foster Dontion Claim No. 38,20 feet West of, the West line of Section14, Township 23 North County, Washington; lie of Charles line of Foster Ave St. Thence West 177 feet; Thence South 330.45 feet, more or less, to the South line of Donation Claim; Thence East 177 feet to the point of Beginning; Except the South 200 feet thereof; And Except the State Hwy. thereof; FROMM OrYOFTUMNtA AUG - 4 1999 PERMIT CENTER 1714'--OVoe • • Beginning on the South line of the Stephen Foster Donation Claim No. 38, 20 feet West of the West line of Section 14, Township 23 North Range 4 East, W.M., in King Thence North along the West as established to the South Thence West 177 feet; Thence South 330.45 feet, County, Washington; lie of Charles line of Foster more or less, to Ave St South line of Donation Claim; Thence East 177 feet to the point of Beginning; Except the South 200 feet thereof; And Except the State Hwy. thereof; RE'CE'IVED CITY OF TUKWILA AUG - 4 1999 PERMIT CENTER l T i i„ prose DQ ; uauvP1 D i meS cot 111Q1b. C 4 E S SE.0, Po�vSE To pc)&f . i w oPxs D49T .5 edepo LE,T /91A7k4/.. 1 �i�-Ls Ls r off, DZ 86titib ,c),1/1),1-761J cA i L 67.76 J, C W r l,L & 0006,&6 fJr 1-J /N6 (5 X ( AJS , ‘0/1286,e, pt Dim e05 ■NS AAJ.D •Occi I !& m r Ii-,S ARE , 70` x ao' pe C-.N'C se !111111111111[11.11.1 /9-/a/ a "IIII�I���IIII C',� -S 60-v77 O� O aQiD a OO o cPoCt9� 6 •� O C $,4/e.� �P C;� �i �! g °D o m o o o • ``�� o � p 0 000 es b s°oo�i$ © 0� °0 o 4 _ Jr CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 2 9 1999 PERMIT CENTER Dqq.021.e• AND pe40.pLAI - rEs -' d30T Sor�L.S apog' Ceav' 2E b , .oW► r D c uG42S iorJ ,,,`' ys I�OT 06 u, e. pa. y Ar S l.-A .sores 5 11.) Y no,.ut S o A spLI-1 f3Lcck, o. pa2_ *D.Sb‘.1 MANSJA OPPExYD 1X ' 41 ztr "r1 = (G t) L-4 ,512/i .60 /Se 1 cf8(k)S •c•-‘k- • c.,'..e.t`l ov• 5e 714 ST. /////////////////////////////// RECEIVED CITY OF TUKWILA OCT 2 9 1999 PERMIT CENTER a 0 cy3 * 0 0 0 4). 0 0 0 SECTION C.2. FLOW CONTROL BMPs . C.2.4 DISPERSION BMPS Dispersion is the simplest and least expensive small site flow control BMP. Flows concentrate when gutters, ditches; or pipes collect and funnel runoff to a single discharge point. Methods such as splashblocks, rockpads and dispersion trenches can disperse these flows. Dispersed flows travel slowly through vegetation and upper soil layers, slowing runoff rates and providing water quality benefits. Note: Dispersion BMPs may not be placed on or above slopes greater than 20% without evaluation and approval by a geotechnical engineer or qualified geologist. Any proposed small site BMP within 50 feet of a slope greater than 20% may be subject to geotechnical review. C.2.4.1 SPLASHBLOCKS Splashblocks are the simplest way to disperse flows from a roof area. Downspout splashblocks or downspout/drain extensions with splashblocks are often the only hardware required for this type of system. Vegetated flowpaths do the work of slowing and cleaning stormwater runoff. 9/1/98 Typical Uses: Roof downspouts Design Specifications Figure C.2.E (p. C -19) shows details of a roof downspout and splashblock. In general, if the ground is sloped away from the foundation, and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation. Downspout extensions can include piping to •a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well - vegetated area as described below. The following conditions must be met to use splashblocks: • A vegetated flowpath of at least 50 feet must be maintained between the discharge point and any property line, structure, steep slope, stream, wetland, lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. • A maximum of 700 square feet of roof area may drain to each splashblock. • A splashblock or a pad of crushed rock (2 feet wide by 3 feet long by 6 inches deep) shall be placed at each downspout discharge point. • No erosion or flooding of downstream properties may result. • Runoff discharged towards landslide hazard areas must be evaluated by a geotechnical engineer or qualified geologist. Splashblocks may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement can be waived by DDES permit review staff if site topography clearly prohibits flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. j L 1 0 The vegetated flowpath must be covered with well - established lawn or pasture, landscaping with well- established groundcover, or native vegetation with natural groundcover. The groundcover shall be dense enough to help disperse and infiltrate flows and to prevent erosion, Small Site Drainage Rqg It7)s C - 16 CITY OF TUKWILA OCT 291999 PERMIT CENTER • • . •• .'• • • • Small Site Drainage Requirements FIGURE C.2.E TYPICAL ROOF DOWNSPOUT SPLASHBLOCK DISPERSION roof downspout serves up to 700 s.f. of roof 50' min. vegetated flow path splash \ block splash block C-19 house NTS I•ct • - Ree. I i ..- • I : rf47 downspbut extension C oe &kJ .,■• &I RECEIVED „ CITY- OF TUKWILR/ OCT 29 1999 PERMIT agift77'17 September 8, 1999 Robert Larson 5011 South 138th Street Tukwila, WA 98188 Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0268 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Dear Mr. Larson: RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0268 Larson Residence (Garage) 5011 South 138th Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax. (206) 431-3665 s ,` { ^k K' 411,'„:441111%1 f' 'SF K u; 5 +1 r., r t obi . �. �. � ', a, � '.','`u�".«m`.�'is.,i1.,�^'n�'` 1�` �vak�: qlr(...' r: �n. �i.( ��: bii�' sa. �. �e�: �tr ,e.�d1c�ie14�a.5�ix."x`'�`� i&�, K . C .i:.,.. TUKWILA BUILDING DIVISION Plan Review Comments DATE: September 2, 1999 PROJECT: Larson residence PLAN CHECK: D99 -0268 PLAN REVIEWER: Bob Benedicto 1. The size, height and spacing of studs shall be in accordance with UBC Table 23- IV -B. The laterally unsupported stud height (per this table) for the proposed joist size and spacing would be 10 feet. Increases in the unsupported height are permitted where justified by an analysis. 2. The roof truss design drawing from Armstrong Lumber indicates that a rigid ceiling or continuous lateral bracing at 24 " o.c. must be properly attached to the bottom chord of the trusses. Indicate (on the architectural drawings) the proposed rigid ceiling or lateral bracing to be installed. In addition, the method for proper attachment. 3. Wall section call -out for roof sheathing material and the structural notes do not agree. Please clarify 4. The storage loft framing and details are shown while the plans also reference this as "future" storage loft. If the storage loft will not be constructed under this permit, remove it from scope of work by note or eliminate construction details. 5. The storage loft details call for a 1 -3/4" x 11 -7/8" to be let into the exterior wall studs. The depth of this notching will exceed the permitted maximum 25% of the stud width. UBC 2320.11.9 6. The roof assembly will provide lateral bracing for the top of the exterior walls. Given the location of the gusset plate at the truss heel, it is not clear that an A -35 framing anchor will provide the required load path or capacity for lateral and uplift loads.. Please clarify. • . • • • . . ••; • Project Name: Robert Larson - SFR File #: D99-0268 Date: 8/18/1999 Reviewer: L. Jill Mosqueda, P • The City Of Tukwila Public Works Department needs the following information • before it can complete the plan review for this permit. Please contact Jill Mosqueda at (206) 433-0179, if you have any questions regarding the following comments. PUBLIC WORKS PROJECT REVIEW COMMENTS • What materials are stockpiled? • Show driveway dimensions and paving limits. Width limits are 10'-20'. Maximum slope allowed is 15%. Provide cross section showing thickness and specifiying material. Driveway must be paved from the roadway and at least 20' onto the property (from the property line). • Provide a soils report and percolation test for the downspout diversion system. • • •• August 6, 1999 Robert Larson 5011 South 138th Street Tukwila, WA 98188 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0268 Larson Residence 5011 South 138th Street Dear Mr. Larson: This letter is, to inform you that your permit application received at the City of Tukwila Permit Center on August 4, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the attached. 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. D99 -0268 City of Tukwila Department of Community Development Steve Lancaster, Director John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4131.3670 • Fax (206) 4313665 ._. .. .,.. .5.} 4 .n'..f. ..h,.2.a...I «d.t. ...�.1. 1 ./.... i.... .., i. DEPARTMENTS: Building Division fr LX - 1119 Pub is Works Complete Comments: Structural Incomplete PERMIT COORD COF . PLAN REVIEW /ROUTING SLIP ACTIVITY. NUMBER:. D99 -0268 DATE: 10 -29 -99 PROJECT:NAME: LARSON RESIDENCE Response to Incomplete Letter # Original :Plan Submittal XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued Fire Prevention DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required Li No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved n Approved with Conditions V'RROUTE.DOC 5/99 Approved with Conditions n n CORRECTION DETERMINATION: DUE DATE Planning Division Permit Coordinator DUE DATE: 11 -2 -99 Not Applicable u DUE DATE 11 -30-99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Approved WRROU1(.DOC 5/99 ! }n'•;:y:n .:(,.:M1::1 "::1' :`; w.: 7`:.. 4e! ift: SY:. y:: C. Y:. �'..!' ri :,: iJ_ , ti•::i,):;1'�t.�.�'2.::�..'.Jr: i:.}'f�'�']::i A5Ji2^" >:: (- �S�Coova‘ i�v- GoP`� PLAN V W /ROU SLIP DEPARTMENTS: Buildin Division ,, 4iuwd 14 Public W rks ' � .� !�Y►17 ACTIVITY NUMBER D99 -0268 DATE 8 -13 -99 PROJECT NAME : LARSON RESIDENCE _ Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete {4 Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) No N1 Fire & q Z1-q% Structural n I." Planning DSvision AIL g -[6 -c oq Permit Coordinator DUE DATE: 8 -17 -99 No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 9 -14 -99 Approved with Conditions n Not A oved (attach comments) V- ftrvtab-6Y) 01/ #1 kathc0 q REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: ro.�..xrnr,..,.+..rv:. r,.:n:.rnair: nra'.+.rvr`.•..w..w . r «n......:r. DATE: tixo ACTIVITY NUMBER: D99 - 0268 DATE: 8 - - 99 . PROJECT NAME: ROBERT LARSON RESIDENCE XX Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Approved WRROUT [.DOC 5/99 PCool-4J . Co4 PLAN REVIEW /ROUTI SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: (ten days) h1'�tLL..n..n, rr»Z.mcarva a..t a..t�nr. , ma.. n. nvw. w.... ...n.w..M.,.ne.....���•.e+.ww.. nv�r.Mr..�.swwn +rt.mx'.w +.�v pa) Planning Division n Permit Coordinator DUE DATE: 8 -5-99 Complete n Incomplete Comments: Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 9-2 -99 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: t.. tit... �yw. t. v.I. v_ i sCra INNI, tIrlYAuriva n.. „R._,. N,141 ✓; �d':+, vvran ;:'.,�n�e.F,h?r:fS.:rat:3 1 1 0 .. 4 9 ggAgri : Date: g ) (7 97 City of Tukwila El Response to Incomplete Letter # Response to Correction Letter # ❑ - Revision # after Permit is Issued Plan Check/Permit Number: Entered in Sierra on / (q9 Received at the City of Tukwila Permit Center by: /I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 0 qopiLive.a.)& paus John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Project Name: UW01 Reraillitt■ Project Address: 6OI I Contact Person: Zu!st Phone Number: 0 206 - - ao? Summary of Revision: LAIC -lzaw N(7 Dime /Slot PAZ C -rioNi 3P LOO r b Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision ! / , RECEIVED CITY OF TUKWILA OCT 2 9 1999 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: 45 - Project Name: Project Address: Contact Person: Summary of Revitcli :: �c:5 DtSFF-4 T: ‘(11 • 1 City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. X Response to Incomplete Letter # ' ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued LA IN 4 1 T (42444b1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 53 " 'GI Plan Check/Permit Number: Phone Number: c906 -a yq -aa1-&) Crry RECEIVED AUG 1 31999 PERMIT CENTEf John W. Rants, Mayor Steve Lancaster, Director 06/29/99 1999 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 SEPARATE PERMIT REQUIRED FOR: ❑ NJE CHANICAL ELECTRICAL ❑PLUMBING ❑ GAS PIPING CM' OF TUKWILA fUILD:NG DIVISION EXPIRED D99 -0268 REVISIONS NO 'CHANGES SHALL BE MADE TO THE SCOPE OF WORK 'WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISIC'!. KOTE: REVISIONS WILL REQUIRE A NEW PLAN SU?R'R AtiD h'AY INCLUDE AMMON, PLAY FILE COPY F iv.' the Plan Cline< r - c -crs and omissions and c F p..: C .s not nabob* E7.1/ Violation of E7.1/ code or Ilimelpt of contractor's copy of app Cy Date A100 1.5 ' / 'F9 Penrit No. ►/ I - Jo LoV CITY' OF TUKWILA APPROVED NOV 12 1999; AS HOLE UIL �G •, 18!00 CORRECTION LTR #_- 1 1 t L F ,.� t.K. k fir; D9 zczob RECEIVED CITY -OF TUKW OCT 2 9 1999 PERMIT CENTER s. ARV -- L, - Tor 4 P `ICU C ,42,411Ci, i • _ .. V1L; 11 I`3 �'i 1uK` IpARTIs3CREt F LTD 1 4'0 r „ , - 1 1 7P - . %.41y 4 _ I, 1 11 I • EXPIRED D i 'W Wa t, kliALLet, ,t4t4t - co- 144 ,.f.,";=-°)■`";;)A4;;J(- VX,1049,.altkl?,,;;. 10 14 j'4` CITY OF TUMILA APPROVED NOV 1 2 1999 AS NOTED JLG !ff78h..IR RECEIVED exry OF TUKWIU1 - ocr 29 1999 PERMIT CENTER , i LJ _ - 30 - 3'2; 4 ' 4 :70 9A 51.81C0S4. Lk- - Plitrr,1 ro;.1,;:vrtaitstep 1.,r9 sy. A 1 k V ; !!;2'ia 14;;;441 SeiAci WA Of , • ,