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Permit 6953 - Label Residence - New Single Family Residence
ibFt L)95) BUILDIM PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development-Building Divisio 6300 Southcenter Bo evard, Tukwila A 98188 (206) 431-3670 BUILDING PERMIT NO. g53 DATE ISSUED: SITE ADDRESS BUILDINGPERMITFEE 37 00 (# PLANCHECKFEE 564 00 4213 11-19-91 OTHER TOTAL 1,43550 PLAN CHECK NO.: 91-478 • PROJEoT IN.FORIVIAtION. 4226 S 146 St SUITE # • • • . VALUE OF CONSTRUCTION - $ 111,870.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT it Label, Scott & Sharon 004000-0460-05 TYPE OF C3 New Building Addition Li Tenant Improvement (commercial) 0 Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new single—family residence. ADDRESS CONTRACTOR 4222 South 146th Street, Seattle, WA Terhune Homes, Inc. ADDRESS P.O. Box 1078, Auburn, WA PHONE WA. ST. CONTRACTOR'S LICENSE # TERHIMI133J7 EXP. DATE IZIP 98071 4-27-92 ARCHITECT ADDRESS F029R.:. • PHONE SQUARE FEET „.. OCC. SQUARE OCC. LOAD FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC, TOTAL LOAD FEET t LOAD SQUARE FEET TOTAL OCC LOAD TOTAL TYPE V—N UB EDITI N (year) 1988 SETBACKS: N _ S - W- FIRE PROTECTION: PROTECTION: °Sprinklers C) Detectors 0 N/A A PERMITS REQUIRED? E yes 0 No (pthurobullogh Works) ZONING: BAR/LAND USE CONDITIONS? 0 Yes EN° CONDITIONS (other than those noted on or attached to permit/plans) •l , A . APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL DATE: `.-1 • 1 I hereby certify that I have read and examin&a:fhis permit and know the same to be true and correct. Al! provisions of Iav 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: PRINT NAME: e f-/ ) e4,/- COMPANY: TEZ/ken/&=---- /16.4446:5 /,ic . '... IS.perrnit,Shall become nU :and.voild:lf.the:wor :fis;:net,corpmenCed..withini: 0,days..froM,:the':datepf ..':. . . . ...:. . . : . . days . issuance, orif the work is suspended or abandoned penodot:180::days from the last inspection .'.. , DATE ISSUED; CERTIFICATE OF OCCUPANCY NO. UtRaW PLAN CHECK NUMBER BUILDING } )ERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS Lo\bi, 5 coSUITE NO. Liaa.� 5 I0 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) LISE SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD 1' O l'A L DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTMi .PROVi WREME!, J,i CONSULTANT: Date Sent - Date Approved - BUILDING - i t— (c.f-a\ °T. initial review ROUTED FIRE 4DEG9lp. INIT: FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: PLANNING Q, 3-q b )electors (/ N/A INSPECTOR: .52— Ne la for kc\td lieu teas t■)(N Prna-t,5t- A ZONING: IBAR/LAND USE CONDITIONS? ` Yes (i No PUBLIC WORKS INIT: 0 OTHER INIT: REFERENCE FILE NOS.: IOn l' � MINIMUM SETBACKS: )( .i - UTILITY PERMITS REQUIRED? (Y) Yes ( ) No PUBLIC WORKS LETTER DATED: -¢,P/9.2., utit1 % D I t- lq-ci ► BUILDING P2.92 final review INIT: TYPE OF CONSTRUCTION: UBC EDITION (year): v- REVIEW COMPLETED PERMIT NO. CONTACTED i DATE READY DATE NOTIFIED LI V S 61 Q BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING S-1 3RD NOTIFICATION Q�� CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILD1 PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION AMOUNT RCPT .91 DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE 0(01{.00 �i+:i a:i��i•.,: �r: C:�L4rw��IiC.i +�.vr.�:•r:��ia� it-01-611 SITE ADDRESS SUITE # q2 2 tb se), /// ; / DT, VALUE OF CONSTRUCTION - $ II.P11 11 T, a'■ —/7/ PROJECT NAME/TENANT .66,7-77- 6'5 4Koit/ L/ 8/ ASSESSOR ACCOUNT # 06 `- 00 0 iq\ s,t) - 05 (commercial) U Demolition (building) 0 Other TYPE OF ,.►o New Building • Addition • Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: /./rcv God s-iia ac-Tioti./ er Si,JC�LU f, 7/G y ,�.5 /C7'�eg.. (Gl.k5) BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ,O-■o 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 3 it 55 )j Tenant Space: Area of Construction: OR HAZARDOUS MATERIALS IN THE BUILDING? WIt,L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE No • _ . Yes IF YES, EXPLAIN: PROPERTY OWNER 5G077- 4 f%uoit/ oiL .._./_ 4.3, 4- odPHONE 2,://g3._ PHONE 6.39_ cf7 33 ZIP c�81G�8 gsocD ADDRESS x,/222 Sca, /C /Cv r�� 6- ' )�- ,�.i. -„�,E G,.)x) . , CONTRACTOR -�- ,/ ADDRESS P, o. Bc7-X 1076 A G'P)(2,& &I 44)1/4 , EXP. DATE PHONE 6 ZIPc7S0 -7 / '/,.2 _ . Z se/- 5-0c) ZIP-g3,0 7 I WA. ST. CONTRACTOR'S LICENSE # - T &%L /-/)J./ L-_ / 33 J 7 ARCHITECT .� i - = .. r. - -- &•4 K.e_ & / /cam FcE,e) ADDRESS ct�. „..” A� a (i ,- cTo 1 HEREBY< CERTIFY'.THATI HAVE READ AND EXAMINED THIS:;. APPLICATION AN,D •KNOW•:THE SAME TO: BE TRUE .CORRECT ;' AND'i. AM :AUTHORIZED TO: APPLY FOR THIS! PERMIT: BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE 7 /� / DATE / PRINT NAME C/a 26 4--)//&-: L.&--i2- PHONE S ��_�5 ©cam ADDRESS �?,c� /3�C /07a CITY/ZIP,`gugi./, 9607/ PHONE gsy 8 rc5v CONTACT PERSON 74 R. 4-:-/J ere.. /4p/ APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on app.Jation and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Comrnunity Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If tiie 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Comrnunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED R-iq-at) DATE APPLICATION EXPIRES 5-1c1-61 a Owirilgi COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS/ADDITIONS rj Completed building permit application (ono for each structure) ■IMIRMOINNIPIIMPNI■IONINIMINIIIMOMMIN! COMMERCIAL TENANT IMPROVEMENTS : • • • . • ::••••• " . " • . . : ,• : ::::::• • • •••:.:•:,, ,-•• ; Completed building permit application (one for each structure or tenant) A6sos6Or Account Number : .1 • .• AsseSsor:ACCount Numbor Two sets (2) of the following:. : • • :" Two (2) sets of construction p a Structural calCUlationa stamped by a Washington State licens engineer • •:.: • . • •;• . • • ; • stamped by a Washington State licensed enginee ri ToPOgraphical.survey..-:. • ; ; • '• _- Energy calculations stamped by a Washington State licensed engineer or architect .: . , • . • • I Legal description •• : • • • . ::••• ...• ; • ; • :. : : Working drawings stamped by a Washington State licensed architect, which include: , • . . ; • • Site plan... • • ; • Architectural drawings • Structural drawings •• • • • : .; • Mechanical draWingS..- .• : • Elevations ::•-• ; . • .: • Civil drawings : •: • - • LtaiidsCaPe plan : .• ."" Completed utilty:permit application (one for e ntire pro j ec t) „ °Gado. .o. tenant.space '• :•• • Landscape pan (If • • .a.; pp1 !cable .• :•..: • •• •• Overall buliding plan Tenant Iocation • .. .• • (common .wall) tenanr Overall cfimensions of buliding or square:. footago • Fli;cf:Plar:Of proposed tenant spaoe • Tenant space plan.With:Useof each rob Iabefled • Exit doors egress patterns . . . ••: Wel16,:existirig wall,: and walls to be damollshod • ••• • • •-•......., -••••;1'.:•.Crois Sections shOWingyall..construction and m .ethori.:of::::::.::,.:.:.: . .:. '''.''.:. .................. '...tattachrnent fOr floor and cellin:::::::;:.:::":.:::.:::.:::.":":":::::::::::::-::::',::::::.::-.:"',"::::•::::::.•::::-: .. .... .... ..„. •....,.......,....:........ - . ......: ......:-......-.....,........-.. : .... - ...-••-•• ... .- • •• .- StructuralcalaulationS stamped by a Washington State liCenS00.-..;:'-.::::::::::, engineer maybe:required.if:structUral work Is ... ..... ... ....... ........• . ... .......„ .... : • . •-:: :::::::-::..::.:.•::::: . -: . -:::.:•-• . ' . :::: . • . „:.•-:-...-: ::::::::::.::::::: .. . . : .. - . ;.::-.......-..H.:.:••••::::::-.::-:::...:••:.::::::::-::::.:••••::•::::.,:-..:-....-.:,.•:•-•-•.:::::...:,...::::. NOTElfanylltility:work• Is be.d ne,.sub it soparato u typermit..:::.::::,-.. . . .• . :... • ,. application 1and.plans.:L .."...:.: .":::':.-::::••:::::::::::.'• :::::.; ::""-....:•;::::::::;':•....::::::::".':::::::::•::..:...:.:::1::..:"':.:::::•:::"::::•.•::::::";..:;::.• .'".1::::".:.'11.:":• ..::: ::: .,..::•..-......: :....•:.:.::::...:...:.. .........:.:........ • .::::....:::: ...:. . . ..... ....,•:.:.-....::.• . ::.::.:. - .. : . .:.:. . ........,,_.... • . :: :- .. .. .. ' - • •• • "•.::;'• : •••••••": -1." • :::.• '':-:.::•-•"••••.;•:".• ::::••• • .'•:::.:"••• :"•:• ••••:::•:':' ••••::: :1 : •:::•:: ":'':::•:"::•';':. ::::::•":••:: • •••::.'•:•:. • •-•:1 ••••:•":"-:::•.:1•::::•':• :".:::'•:•:''',•::••:': ' ri iic (6) sets draWingi:' •••••••::::::::. :::••• .:::.:. :::.-. :' •:::.. - • . : :•• ••.: .• :: . ...,.... ... :: • . .. . . --: - :. .: ; • : : ... , ; :: . • ••••::::.; .- ; , • . : ; .. NOTE::'.See.titility permit application and checklist for specific utility submittal requirements.,::::...•:. .., :;* . :1•:::. , • , , .. ::. ' .• ":;.• : .:' • : : - :: : : - ' - ...: .:: .. . . .::.' .• : ,: . . :- .:' . . , . ; : • RACK STORAGE. . . Li Completed building permit application •:. • •• .. • . . l I :AdscssorAccount Number: • -• •• :::: • Twa (2) sets of plaris,:-Which: -• . • : • „ • • .• Building floor pion showing Entire Space.where:racks will be loOated ; ....„ Exit doors Dimonsloris of all aisles Tenant space floor plan showing raCk;StOrage 16YOUt, aisles and •• '1."••••• • '••••••• NOTE;••••Include.dimonsiOnS:of racks (height,.width and length) ,' aialps and exit ways or ; • • . . : : . Structural calculations stamped by a Washington State licensed. engineer (raCk. . . • . RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS . • Completed building permit application (one;for each structure) •Assessor Account Number; .,..-••••• • • Narrative describing existing roof ,:material being :removed, and . ;material " • .:•••• • ; • . NOTE certification letter is required prior to final inspection andsign....,:: off of the permit. . • • ..• :•• . •:. ". :".: :•::: '• :..ANTENNA/SATELLITE OISHES . .• : • .... • • - .• . . • • Completed buliding permlt appiicatlon .:• ..AtsesSor ACCOunt Number.:: Completed building permit application (one for oach structure) Zegal description Assessor Account Number LiTwo sets (2) of working drawings, which include: ; ' • • Site plan (an plan, slow closest hydrant location, • Foundation plan • ' • Include access to building,showIng • .Floor plan • : width and length of access.) ..• rBuilding elevations (all views) ••■ Building eross-spction ' Structural framing plans .• 1571/Washington State Energy Code data E Completed itility Permit application • . ; [2.-JSix : (6) sots of site plans showing utilities NOTE; :• Building site plan and utility site plan may be combined See :• utility permit application and checklist for specific submittal reqUirements.. • : ' Additional topographical and soils information May be required if unique site conditions. • PLAN CHECK NUMBER qt-4-1 ROUTING UTILITY P �.GJECT TRACKING ` HECKLIST PROJECT NAME l ` a�-Q -, i S- t Vio`ran SITE ADDRESS Ltaa it-t(0 Llia-al SUITE NO. 1- la'Ci) DATE PLANS RECEIVED TYPE OF REVIEW D -O TED TO PWD DATE PLANS APPROVED DATE RES'B. REQUESTED COMMENTS Llia-al S\-k---e__ Uth'i j 1- la'Ci) �. Curb Cut/Access /Sidewalk Q�x-� /'& t 2 _ 0 Jo 8 4-_3-9.9.- --- �j I Ia Fire Loop /Hydrant ( , Flood Zone Control X Grade /Fill Pw qa _ o //o PERMITS REQUIRED rrra PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization /Striping /Signing �. Curb Cut/Access /Sidewalk Q�x-� /'& t 2 _ 0 Jo 8 4-_3-9.9.- --- �j I Ia Fire Loop /Hydrant ( , Flood Zone Control X Grade /Fill Pw qa _ o //o 41-3 -902- 4- 1•5 -92. X Hauling 0,0416-4 Pw 9 a .- © /a7 1,— ... . Landscape Irrigation a Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage /� !"G199. --a /1 / 4 -3 -1A 4- /6-92 - Water Main Extension (private) Water Main Extension (public) ❑ Deduct Water Meter (exempt) Size: No.: DWater Only Water Meter (permanent) size: No.: Water Meter (temporary) size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: '/22b 5O, /1:/6p 77/ 57; INFORMATION ; Name of Project: 564>-7T sf /4,�c�n / /_,4 Property Owner: 5Ga -7i' e 51//a,ean1 (_,J/3 /EL Phone No.: Z//B - 9733 Street 222 So / Cp 71 5T• UTILITY PERM! APPLICATION PLAN CHECK NUMBER: LL 1 . Engineer: Street Address: Contractor: Cit /State /Zi•: Phone No.: City /State /ZI Phone No.: Ss $- s35-00 Street Address: , p• P� _ g King County Assessor Account Number: /6, jYYr Y�i: � Cit /State /Zi • • 't)a)/Z ./ WI?, :P.ERMiTS <'` >< ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk --- ---- -- ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards O Hauling ❑ Landscape irrigation O Moving an Oversized Load ❑ Sanitary Side Sewer - No.: (Sewer Main Extenslon Private ❑ Public dal Name: r,C..cp7!" F `alf-/rZchl LA665-4_ WATER: MET ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: ` Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent - No • — Sizes ❑ Water Meter/ Temporary: - No.: — Sizes ❑ Other: REFUND /BILLING ? Street ZZ 5v, /�/Co %� 5 i Cl Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION.OF:PROJECT Phone No.: 2.4 /6 -77 3 3 Ci ty/State /Zip: 3_ Phone No.: L/ / /•- 9733 City /State /Zip: „«, eu4. lop 3 Ingle- Family Residential 00 ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ CommerciaVlndustrial MISCEL[ANEOUS' ` INFORMATION: ❑ Office ❑ Retail ew Building Square Footage: 34/ 36 ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ //( 67o, King County Assessor's valuation of existing structures: $ ► HEREBY: CERTIFY . THAT >► HAVE READ THIS APPLICATION AND ;'KNOW:<THE SAME TO 'BE :TRUE AND CORRECT Applicant /Authorized Contact Person Agent Signature; C / (A te1,'- --- _(print name): K H /ZED tit .7-/Z il -ff-" Print Name: /24.44. tJd —/ Li:,2 Address: po, 641x An 7E3 /v vgnl , (,J) . 9(:3071 Date: //_ /q_ y/ , Phone: gs Phone: 253.2V...;...-65-00 Date Application Accepted: ict_q) Date Application Expires: 09/18/90 SUBMITTAL CHEC .1ST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING U Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and 811 O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities U Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe U Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap U Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) U $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDE( "WER O Type of pipe - concrb..,, PVC, etc. O Size of pipe/location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) U Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (Including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe .0 Percent of slope /length of run O Location of all structures U Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection points) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter U Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. ********************************** k* ***** *** *•k * ** ** ** ******* **** CITY OF TUKWILA, WA TRANSMIT **************** k****************** k •k* **•k * * *k* * * *:k * *** * ** * * ** * *k TRANSMIT Number: 92001353 Amount: 20.00 11/24/92 16:02 Permit No: 6953 Type: HISTORY HISTORY PERMII.80/92 Locution: LABEL, SCOTT Payment Method: CHECK Notation: TERHUNL HOMES snit: DLM ************'.******************* ** * *** * * * ** * * * * * * ***** ***** * * ** Account Code 000/341.703 Description • BUILDING-RADON MONITOR Total (This Payment): Total Fees: Total All Payments: 13a1 ance: 20.00 20.00 .00 Paid 20.00 20.( >0 GENERA 20.00 TOTAL 20.00 CHECK 20.00 CHANGE 0.00 5563A000 16 :18 ****4% * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tit ** * * * * ** * * * * * * ** * * * * * ** * * * * * *. CITY OF TUKWILA, WA TRANSMIT ********************************** * * * * * * * * * * * * * * * * * ** * * * * *14 * * * ** TRANSMIT Number: 92000315 Amount: 25.00 0.4/15/92 12 :14 Permit No: PW92 -0111 Type: PW -SD STORM DRAINAGE Parcel No: 004000 -0470 Site Address: 4222 S 146 ST Payment Method: CHECK Notation: TERHUNE HOMES Init :.DLM *; ******************************* * * * *** * * * * * * * * * * * * *** * * * * *i* * ** Account Code Description Paid 0.00/345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSP FEE STORM DRAIN 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Balance: 25.00 25.00 .00 9f�'7nti 7F * ** ** ** *kk * * ** * * * *kk**** * ** *** k * * *****k *kk*k****** * *** **k *k **k CITY OF TUKWILA, WA TRANSMIT A A*** k**/ rh*************** k********** **i** * *k *rk*** *Ak * * * * * **iAA ** TRANSMIT Number: 92000312 Amount: 2S . (0 04/1�/9� 1 � :08��' ferm i t No: FW9� -0108 T yp e: PW-CCAc CURD CUT /ACCES�,�(BIDE Parcel No 004000 -047() ! Site Address: 4222 S 146 ST r _ f Payment ��Method: CHECK Notation: TERHUNE HOMES ; 1 * *A * * **** ** *** *k * *** *** * * ** *** * ** * * * * **k * ** * ******�A * ** * * ***k **,rte" Account Code aescriptian 000/345,830 FLAN CHECK UTILITY Paid 00 /342.400 IN5P FEE - UTILITY 10.00 15.00 r. Total (This Payment): 25.00 "+v Total Fees: • Total All Payments: Balance: 25.00 25.00 .00 IVY. C.i.1'� ��rtyrya::. tin **** A************ h* A* h********** k* * *h * * * * * ** * * * * * *k * * **hh ** * * * * *. CITY OF TUKWILA, WA TRANSMIT h****** hk*********************** A k * *h * * *k ** * * * ** * * * *** * * *k * *k* ** TRANSMIT Number: 92000313 Amount: 55.50 04/15/92 12 :09 Permit Not PW92-0110 Type: PW -LA LAND ALTERING PERMIT,, Parcel No: 004000-0470 t Site . Address 4222 S 146 ST r Payment Method: CHECK Notation: TERHUNE HOMES Init,:`:;DLM *• hkk**** A k**** A•• k******• h********** ikk******* * * * * ** * *h•h* ** * *0•h * * * *. Description Paid 7/+ ' 4 BUILDING - RES 33.00 PLAN CHECK - RES 22.50 . Total (This Payment): 55.50 c4Y;;;+isi: Account Code 0:00/322.1,0.0. 000/345.830, Total Fees: Total All Payments: Valance: 55.50 55.50 .00 • CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON !)8!88 !'HONE # (2061 133.180(1 Cary L. 1 anDusen, Mayor MEMORANDUM TO: FROM: 3h-PA DATE: DATE: M nU- 21'Y11'? -pY Cf. 1 SUBJECT: � Co,‘ c3 Stik ld.t Vo4v c i 1 r 1 , [qci. QQL-1^1 (04•(x= 14, ii-tS.05 . m i r) (5h0A I .�s x l C n . o LIEF l eAck Penns*. Pn Check riot , riata,1 1 So City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor Plan Check #91 -478: Label, Scott & Sharon 4226 S 146 St THE FOLLOWING COMMENTS APPLY TO AND BECOME �aTQ THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing w11 be inspected by that agency, including all gas pipin'(296- 4722). 3. Electrical permit shall be obtained' through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job, site prior to the start of any construction. 6. 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. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the. Uniform Building Code (1988 Edition), Uniform Mechanical Code. (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). Phone: (206) 433.1800 City Hall Fax (206) 433.1833 e • Label, Scott & Sharon Page 2 9. General contractor shall be responsible for establishing all lines and setbacks for locating the building. The call for foundation inspection shall serve as certification by the general contractor that the building has been located in accordance with the approved plans. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11. All wood to remain in placed concrete shall be treated wood.. 12. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provision of this code or of any other ordinance of the jurisdictn. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: 05 cokt Lab.e.. Type of Inspe Address: L(1I ), La 114( 57Qate Called:1 Special Instructions: is opyk,tyyrs v ---,x1 rt ..1...i- ci,.0.,.._ Date Wanted) .,67 9 3 (,-;-... p.m, Requester: zSc ., 0....0._ Phone 43' (49) L19 A 5- 04, Approve)er applicable codes. COMMENTS: Corrections required prior to approval. 0 $30.00 REINSPECTIO 6300 Southcenter Blvd. ■ / " ' FEE REQUIRED. Prior to reinspection, fee must be paid at , Suite 100. Call to schedule reinspection. eoep Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (o953 PERMIT NO. (206) 431 -3670 V Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: aK M 0 6601 PP Inspector: 1/ ❑ $30.00 REINS" CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: IReceipt No.: Date: ''''.3-. b S, 1 4 SST. .:,o .:.; _ w; -. Spedal Instructions: Date Wanted: J-- -- 3 am. p.m. Requester: Phone No.: 41 -5 _ 11-) d.6 V Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: aK M 0 6601 PP Inspector: 1/ ❑ $30.00 REINS" CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: IReceipt No.: Date: s a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ER IT (206) 431- 670 Project: l 1 1 5cokk Type of inspection: e" 7; at.. Address: f' a& i 6! L) to 54,.. Date Called: I 0—.& I— r, Q e, Special Instructions: Date Wanted: Requester: Phone No,: ...'.... ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 7:-; grel • 1, ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I SP •1 o. t.. INS ? ;CTION R CORD: Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION k[iI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j179tt/ (206) 431 -3670 rdojeci r 04 4 i..).K) mil.._- ype o nspectio A /w a A`7'� -.L ,6 5 . 'L i '-t Lo 44...;.1 5 r Date Called: 0 ..... q ,.. / 9- -' Special Instructions: Date Wanted: ID -' 1e9 —9 am. m. Requester: Phone No.: Q 5 .g50?-,-) ❑ Approved per applicable codes. [ Corrections required prior to approval. COMMENTS: W , r 1 • r'" , _ 3_3 I Jr A7 41, !/'Q Gam' 5 /-sAie— G- s7 Av.., /1 .---el) (). /'/j .0 `", cam / s-e . i fir+ -t . jt , 5,e4 `r't., e'.7-- ,,e-rr�( i.i _ r. _ , .. ■ r V . . S 9 I l Lee/ I -e- - e ' ‘G+ )fm. /�.-4-11L V /.// I 5fie, `'e - C 5440‘,/z/ C� / h `� i P' t�/ J` Ts Lrs t , A-7.,v, 40 ,fi hA e‘5 /-e,e0. S i .71— r / _, /., A:4 4 ,..ok-ii,./1-- I Inspector: Date: /c•J fZ,v� ❑ $30.00 REINSPECTION'FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recut No.: e: • t .....,. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (9q53 PERMIT ND. (206) 431-3670 73171----:c.. 04+ A bE J Type of Infection: 45e5p- i0 4k-ve. s ... . ii _7 ...... g4. .....1z... Special Instructions: Date Wanted: _ – / — am. en. Requester: ..m • Phone No.:q........ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Z. or.,,,..,a_L-742 Inspector: Date: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM' NO. (206) 431 -3670 WA �� ' ype nspecton: /M AO , . . '� Spe a Instructions: Date Wanted: - -am.; Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prlor.to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectlon. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMT NO. (206) 431 -3670 ro ect: /i l/ AO EL- ype o nspe n; +tea r) Address: 4-1.2,0 .S. i46 Date Called; 7 Special Instructions: PM ar" IS Date Wanted: . M7- 20 -9 2- am. p.m. e 4T g-A'r 0 Pk e(z•c ]) Requester: to a --T: Phone No.: yrs y - 50"D (Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Co. - a e- sirs �i It -p[L( �?lvi/ler I ti. .lv nspector: winimemomasignum ❑ $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD 0 Retain a copy with permit (206) 431 -3670 ro ect: ' ' � ype o nspechon; Fr U m i n Address: a L+ Cafe Called; .1-, 1 --1 -cr-2 Special Instructions: Date Wanted: —1'4: m p.m. a . Requester: S C tt t Phone No,: Q Li /y approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (Pc_ aim Inspector: - / A Date: 7 2-4 q 7.-- ❑ $30.00. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Firceipt No.: 0 INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9 53 PERMIT N0. (206) 431 -3670 'roe 1...tkb e J Ype o nspection: +..1 —(t m i n Address :47 24v 14641 9- Date Called; 7//51/qa slot Instructions: 9 4Le.. td\ 7 C' Z v f I 9 - Date Wante 15. /go (ar1j. p.m. Requester: �..J j_ -..Or; rerht,cnR • PhoneNo.: 6 (94 _ 33 5- D Approved per applicable codes. K. Corrections required prior to approval. COMMENTS: ' Lg.,- 6., .-1.. .1419 d 9 4Le.. td\ 7 C' Z v f I 9 - J Pao At2,12.)k*L:ii,-, c_. .c. . M 0 M M ��thC��) �t C� u ii t. 7 F— ti �p7 ri 03 . 4D -i +-1 a i >- i:::(1 : .• ..' • caw = µ. a i- L. `C (� o `.fir IInspector: crL/2., Date: 7 /5/92 -f $30.00 REINSPECTION FEE REQUIRED. Priorto reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection . INSPECTION RECORD 0 Retain a copy with perml INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Coq 53 PERMIT NO. (206) 431 -3670 ro ect: y dip ype o nspect on: Z ress: , .: • . t mAt.q.' Ill FcN. 12ouG1.1 -10 GotiR.t-rnat.)SP is ,fii t/0';i!' Sp : • al nstructions: .9-2r RA O- 13 b9 .�h. ,,j K , i5 r) tup of- VOtl of �r h e of • 1 I U • {}1Q: '�, , Date Wanted: _ r _ am. MI Requester: � i (Al)iri�. rriC " pctT1L xi fc=7,4h1i, I/NI .■ 4w%IS 1LS i Phone No.: a („� `� i✓ - ❑ -> Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • 1 Ik .. " ATE t N -D r +•1 i LI CI Rcrc vf∎ Z USE" p z :Tit e-i '-� p t - 6— 1 N ,j}0 W A!S'7)4-t !? c' 13 Fri gal c4 y'1 Pc --rE a.,.. .JOIST Nk11.1 06 ('TtE 1010 $i Iv PL, 4 mAt.q.' Ill FcN. 12ouG1.1 -10 GotiR.t-rnat.)SP is ,fii t/0';i!' 5 S L... N1 r N a 4_ 1=1,-66 rc.. $ iL= -►0-7-c -Afi.o 1,1 S 10 1 1Tc 1 J, `: (a p Rlv 1.0 G FOR_.- C.Q rn e us rtz A 1 2- Tb rcu R,n%AC -C A rJ 0 W Amt.•• ;i 're--- ' e -'R- U . Pl. C . (& 4 V►1T5 . ? J rriC " pctT1L xi fc=7,4h1i, I/NI .■ 4w%IS 1LS + - O - t J5 6Q, 75 . nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: --7_ 2 11 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro ect: f ar ype o nspe on 0'\ Address: / fzz, j„ 14 y . Date Calied: 7_1- A-� Special Instructions: Date Wanted; �_z L. . p.m. i 7i Requester: (,4 r. V 0 ( �l Phone No.: c�� , ,,,, ? .0() ❑ Approved per applicable codes. Corrections required prior to approval. • COMMENTS: I> N A-11-- -r itAn 3 S eS , n. NcTLS .41.110 , j 61 s-rs P--7t.._. i C K. ZS o g. l'Az LuSC . z) .5 0, ItE' p crrs Tt) P, marts A NP PD 5-r3 }Z1 .. btAt CT'tA Ste 0 pir) Grhs3 PiP" AN9 roEc Ft4.-NI c/1-L rNSP t71J5 . ‘-1> -t3/L ce 17-0 sses f _ 5 Per--.3 . 4) °5r ^rr.. Ft. t 1 a._. p 5i`ri -h;t., ►,1 S rim. C, /a-3 P I P A GT • 1 6 J a 0.4w , o`F -" en,catyi cwo z CA I.. LA S' GO 5 1-€ F4 ti ovary-- torn g ►.1 r w WS Z'f.., 2irlu va..C- Yynt't iTs• . ► J 5 I y a S ee -c-tw /.J r o M`f NOT 8Z. ,D Z"rne"Y) C..6 N) cLust vG St rJC' APPIZvt'7a PLC n ti dr Inspector:(y vv ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Dale: 0 INSPECTION RECORD 0.1 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 •roe ; ype o nspectiori. ►�/ Address: / 22 51 1 4(i) Date Called: CO ,. ! I ,.- G� Z Special Inst"ruuctions: Date Wanted: / —( ft�� (p am. .m. Requester: 1,,,, Li Phone No.: 654, ,.. g506 [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: g-10 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 0 INSPECTION RECORD, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe ype o ,�� ! ip l . 4 +ress.G „2i,24r /,f / (-f (� bat:'C: e,; (9 „ pb G� l Special instructions: Date Wanted: ip /10 "-X12 am, p.m, Requester:/ ), � a4/ Vp ' Phone No.: 4? 54, ,....75-00 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: oyet_ ''j, - L. SH- €71-14 �✓ T'E'r,t� fit; A e i :Ov+✓-=9 C"'?c c`"i° i n.- , yvA r sS �1 vJ 1T i N /L t (" -tr• Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite'100. Call to schedule reinspectlon. o.: e: �...I INSPECTION RECORD ,/053. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro eat: ,G Vasa YPe o nspect o5 l f1 N Address: � -i,acs s ILI 0G Date Called: (9{5l9a Special Instructions: Date Wanted :( I Li ) of 1�•� am. .m. Requester: Lou . y a. Phone No.:J r f _ sco pproved per applicable codes. O Corrections required prior to approval. COMMENTS: Inspector: Date: O $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).431-3670 Project:ri milk, 11e Type of Inspect a.,u �� /_ e- A.1 / �r . (1/6 7`�' C/_ ✓/� Date Called: 5_ . / _.�fi(-►, Special Instructions: Date Wanted: ' �''�Ili m , j Requester: of 4 Phone No,: 41' p' -- i. rO p< Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 itimmy ype o nspect �rtJj:. glom I /,���irt1 Spec a Instructions: ___ r • to ale' :G_ Date Wanted; r Requester: - Phone No.: i ', Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 404, _ t a r ,677 S !l?-251 dv 11 p 1 //, s � �� ice' , S /mil ,6 e_. n' lon ' 1-- . 4fr72 11 a fr. 1/31-3475 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ocelot No.: Date: 0. INSPECTION RECORD CY Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,qs3 PERMIT NO. (206) 431 -3670 • ro : « -_,J Jr _ '' s ype o ns •,, on: NA Date a es: 3_9D- ... r• af, 5. ci Special Instructions: Date Wanted: 4'` ?Lc._ 12. am p.m. Requester Phone No,: 94._ 0" ❑ Approved per applicable codes. 1.4 Corrections required prior to approval. 111111r1111 II II II 1111=11111111.11111111111„.t ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Da „r;77. j”. 5 : >4 177,x', ;'N,',S73.7' "7i t. !u:'!7.7,,tT;c a'�`�`'•sis.,,. ^����r:,":� « • 7Lrn+..,�o,':Fjui7VS :x.:Y?n��� -�'.1r City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM n1�'xa }.•; r�''' i�!' a.' a` t,'"' 7�".s, ;'e'M"x'�:..»�,s„n�x�tt.,,..,�r Gary L. VanDusen, Mayor Control No. Permit No. Project Name 2e-cm-MT 4 S -i to e Address ` �� -. ` _44- . Suite # J l�tit� re /L Y ??Z .riu ~M.+ Retain current inspection schedule DIPIA Needs shift inspection ✓/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: /Vili . �f�t a �R-�So /J'44:7e fte.;"i' e ki:) % /cc-C..C. Authori =d 3,g �f e Dat /f FINALAPP.FRM T.F.D. Form F.P. 85 BU1LDIP PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA ....Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING (19 PERMIT NO. DATE ISSUED: SITE ADDRESS: 4226 S 146 St SUITE NO : PROJECT: Label, Scott & Sharon CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 R 4 Shear Wall Nailing 431 -3670 „P X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431-3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -1n Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09114100 ,r.AN REVIEW COMME ti TS Plan Check No.: � " 41 REQUIRED INSPECTIONS ✓ 1. Footings ��. Foundation ✓ )3. Slab /Slab Insulation ! '5. Shear Wall Nailing V 5. Roof Sheathing Nailing Masonry Chimney V J. Framing I - 8. Insulation Suspended Ceiling V 10. Wall Board Fastening 11. 12. ..3. ✓ 14. Fire Final V) 5. Planning Final V ) 6. Public Works Final ✓ 17. Building Final tii LT1 e.,),c4Lo. 1.'71 01 ti)„A wzit,ovk 1614 CI, \f-9 0 0 Project:-- /�.$�1,.. No changes will be made to the plans unless approved bHke-Atrilftevt, and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special Inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. • 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. PLAN REVIEW # 91- 478 R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT LESS THAN ONE SIDE. SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN /3 FEET AT ALL SIDES OF DWELLING. V SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. V SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. ASITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE LICABLE AND ARE INDICATED. -a- FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS . V,a2, 6r11-4.4 MIN -tar. c*, ' (.6 We, FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON PLA,Nr AND MEETS REQUIREMENTS OF U.B.C. SEC . 2516 (c) 6. V FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLANN & MEETS REQUIREMENTS OF U.B.C. SEC 2 516 (c) _..,2 FNDN. PLAN FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALL FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS, DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. IS .Y1 P051S FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 HES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. �- ,. ' WALL - L E' .. o- colAw. F P. V FLOOR PLAN(S) ALL ROOMS ARE LABELED. 6.0 FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. R -3 PLAN REVIEW - CHECKLIST PAGE 2 FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1 12. C.A51.104. GAK 1AAx •617.E eramr ? C 4LC.t y}‘OU) OUse 5( f -- FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. ROOF PLAN ALL ROOF FRAMING IS SHOWN INCLUDING TRUSSES, RAFTERS AND HEADERS. GRADE AND SPECIES OF WOOD IS INDICATED ON _ _._PLAN .... ROOF PLAN METHOD OF PROVIDING FOR ROOF VENTILATION IS NOTED OR DETAILED ON THIS PLAN SHEET. PROPOSAL COMPLIES WITH U.B.C. SEC.3205(c) . 4*M31014 U. 44471 1014 ATTIC ACCESS A 22 X 30 INCH MINIMUM ATTIC ACCESS OPENING IS PROVIDED FOR ALL ATTIC AREAS WITH VERTICAL CLEAR HEIGHT OR NOT LESS THAN 30 INCHES. BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. R -3, PLAN REVIEW - CHECKLIST PAGE 3 Pr ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. c3 3 X001 J1151j j, N STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (C HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. {/ STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). col CL U.'S CON NO GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE BEEN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. OW. j.bTS . CHECKLIST PREPARED BY: DATE: OE-cif W,+. e,G. a% 0,14. wee CECK. L.WWT e+'t tk .V -co DNS !l. iA.a. Or It re rf if /1 r April 3, 1992 City of Tukwila John W. Rants, Mayor Department ofPubllc Works Ross A. Earnst, P. E., Director Karen Graff P.O. Box 1078 Auburn, WA 98071 SUBJECT: Scott and Sharon Label Residence, 4222 South 146th Street Utility Permit Approval (Plan Check No. 91 -478) Dear Ms. Graff: The Public Works Department has reviewed and hereby approves the site plan resubmittal for the subject development with additional comments as noted on the enclosed plan. This site plan is one of the best I have reviewed up to this point in time and the engineer is to be complimented. Please contact the Permit Coordinator at 431 -3672 to have the following permits prepared for pickup: Curb Cut /Access /Sidewalk Permit (Permit Fee = $25.00) This permit will provide for your access onto the South 146th Street public right -of -way. Prior to approval and issuance of this permit, an additional 5' of right -of -way from your property fronting South 146th Street will need to be dedicated to the City to make the width on this side of the road centerline 25'. The right -of -way requirement for local streets is a total of 50' in accordance with the City Subdivision Code. An additional 5' can be dedicated as a sidewalk /utility easement. A dedication of 10' of right -of -way is an alternative acceptable to the City. 2. Hauling Permit (Permit Fee = $25.00) iamx 1(ti ta old The following documents shall be provided tdJ�'0- Arline McCready in Public Works prior to issuance of this permit: A. A copy of the Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. B. A $2,000 bond made out to the City for possible property damages caused by activities. C. A map which shows the 'haul route. 6300 Southcenter Boulevard, Suite #100 • Tukwilat Washington 98188 •, Phone: (206) 433-0179 • Fax (206) 431-3665 Karen Graff April 3, 1992 Page 2 Land Altering Permit (Permit Fee = $55.50) This fee was calculated using 121 cubic yards of cut as the measure of land altering activity. The permit fee breaks down as follows: Plan Review Fee = $22.50 Permit Fee = 33.00 Total $55.50 Storm Drainage Permit (Permit Fee = $25.00) This permit provides for associated storm drainage construction. You are referred to other City agencies, including the Fire Department and the. Building and Planning Divisions, for other requirements and approvals which may affect the commencement of this work. The above permits are being approved in accordance with the work shown on the enclosed approved plan. Any deviations from this plan should be submitted for additional review and approval prior to construction. If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pier, P.E. Associate En sneer JAP /amc cf: Carl Cangie, Concept Engineering, Inc. City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Label Single Family Enclosure a/s amd:12:label CITY OF T UKWILA 6200 SOUTHCENTER BOULEVARD, TUJi MLA, WASHINGTON 98188 PHONE # (206)433-1800 Gary L. VanDuscn, Mayor December 18, 1991 Karen Graff P.O. Box 1078 Auburn, WA 98071 SUBJECT: Scott & Sharon Label Residence, 4222 South 146th Street Utility Permit Application (PC No. 91 -478) Dear Ms. Graff: The Public Works Department has reviewed the site plan for the above development and finds that the plan does not illustrate sufficient information required for permit issuance. Specific information needed for each type of permit applied for is listed on the back of the Utility Permit Application Form. Please note the general requirement that plans need to be "...stamped by a licensed engineer... ". The following deficiencies were noted on your site plan: 1. The City's Comprehensive Land Use Policy Plan classifies South 146th Street as a local access street. The City Subdivision Code requires a 50' right -of -way for local streets. Therefore, instead of the dedication of a 10' easement along South 146th Street, dedication should allow for five feet of additional right -of -way and five feet of easement for utilities and /or sidewalks. All dedications proposed should be fully executed prior to occupancy. 2. The plan should show the driveway design; i.e., cross - section and slope(s) (maximum is 15 %). The design should also consider existing surface water runoff conditions. If the driveway will act as a dam, then a culvert and possibly a swale or ditch should be provided to direct and allow surface runoff to pass. Also, the driveway should be sloped initially away from the shoulder of the road so that runoff will be directed toward the drainage ditch and not the road surface, where winter icing conditions can cause safety problems. In any event, the driveway needs to be paved for a distance of at least 20' from the edge of existing pavement. 3. Topographical information is incomplete. Proposed contours are not shown. The extent of land altering (cut and fill) activity is not indicated so that the need for a permit cannot be determined. Finished floor elevation is not shown. An erosion control plan also needs to be submitted. 4. The sanitary side sewer is shown as extending to the north for possible service to another parcel /dwelling. If this is the case, an easement needs to be dedicated to the involved party for this purpose. Pipe material, slope and length of run need to be shown. A clean -out is required at the location where the building soil pipe meets the sewer line. A test "Tee" is required at the right -of -way line. The maximum length of sanitary side sewer line is 150'. A greater distance requires a main extension and a manhole. 5. Show the material and size of the water service line and the size of the water meter. 6. The roof downspout leader line appears to run under the building foundation. Relocate this line and show the materials and slopes of leader lines. 7. A fire hydrant needs to be provided in accordance with City Fire Department requirements. Please resubmit six (6) sets of revised plan sheets to the Permit Coordinator at the above address in accordance with the above comments. If you have any questions, please call me at 433 -0179. Sincerely, John A. Pie ••, P.E. Associate E' sneer Public Works Department xc: Permit Coordinator Development File: Label Single Family Read File JP /amc:9:label RELEASE AND HOLD HARMLESS AGREEMENT The undersigned understands that existing City of Tukwila ordinances prohibit houses or other structures in certain residential zones unless said structures are within 150 feet of a fire hydrant. The undersigned has applied for a building permit to construct a house or other structure in a residential zone where the nearest fire hydrant is more than 150 feet but less than 250 feet away from the proposed structure. In consideration of the City of Tukwila issuing the building permit, assuming all other requirements are satisfied, the undersigned hereby releases, discharges, indemnifies and holds harmless the City of Tukwila, and its agents, employees, contractors and others, from any and all claims, costs and liability, including attorneys fees, arising in any manner, directly or indirectly, out of the undersigned's application for a building permit for an improvement at the address below or the subsequent construction and occupancy of any such improvement. This agreement is specifically intended to include, but not be limited to, any claims resulting from fire or other casualty damage that may have been otherwise prevented in whole or in part from the existence of a fire hydrant within 150 feet of the property below. The undersigned further agrees that the City of Tukwila is under no obligation to issue the building permit or otherwise'assist in any manner with the improvement proposed at HOLD HARMLESS AGREEMENT - Page 1 UOLDHAA11.001 the address below due to the distance of the nearest fire hydrant. The City is agreeing to process the building permit application only in an effort to mitigate what would otherwise be a hardship on the undersigned. The undersigned further understands that the City of Tukwila will be considering amendments to City ordinances that would expand the maximum fire hydrant separation requirement from the current distance of 150 feet to a distance of 250 feet. If that ordinance is not adopted, the undersigned understands and explicitly agrees that he may be required to install a fire hydrant, sprinkler system, or some other fire prevention measure agreeable to the Tukwila Fire Department. DATED: .00111orn,Ioi � e e e e , � G CR Fwq� '? 0 ON /.9 •• • • . •. • r It Z 's• Qv��- ? Witne • • g. • = ti4 ••• ••'• MAR.9 • °es q 'E O, �.P nos �coTT Property �G a - Label wner (P ined game' P oper y Owne Signature) Property Address: Scott and Sharon Label 4226 South 146th Street Tukwila, WA 98168 HOLD HARMLESS AGREEMENT - Page 2 UOLDHARH. 001 Water altdd ..no. 125, An County UNpbwN: 242.11141 1., P.O. em Ai147, 141,1111041 Nt.. Yt, SEATTLE, WASHINGTON 94'1'61.' WATER AVAILABILITY ' '1 tar TO s. • Sc. L A � �„ L•...., ... . LEGAL DESCRIPTION >< OR PROPERTY ADDRESS 1 FRANKLIN PEARSON SupumtanG.nt ANN WILSON OIIIc. Ma, 9lf 0111..: 214* &bulb 150111 • �.�i / 41e. c..e. .3 A 4 - 1 3 • 1L10 .i 4. Try s' SIZE OF MAIN SERVING SITE .IS 4 INCHES • MAIN IS is FEET FROM THE SITE. THE NEAREST FIRE HYDRANT ;. APPROXIMATELY )..00 ;Y:ET FROM THE SITE. )1‘,1Z) THEME XS APPROXIMATELY Q ( Fv 0 f`i SINCERELY YOURS. elk 0- FRANKLIN PEARSON C I T Y O F T U K W I L A WATER SYSTEM NO- PROTEST AGREEMENT The proposed development at: (24-(.o So . Aft 71-4. S ZFr w Fg'g se adds to the cumulative need for domestic and fire flow water service. The result of continuing development will be the need to provide water system improvements that provide adequate domestic and fire flow water service. The proposed development property is obligated to participate i ,funding future system improvements and the owner waives the right to prote§t pater L.I.D. or U.L.I.D. formation. This agreement runs with the property. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This agreement runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Director of Public Works. Owner vz— (c/64, Address City State Zip Director of Public Works STATE OF WASHINGTON County of On this day personally appeared before me , to me known to be the individual describe. in an. w o execu e. e 1 in and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the ses and purposes therein mentioned. Date Date Given under my hand and official seal this .5 day of 191Pg.. eo��,,Je� Cugyeee e o.•• " ";;���.,� NOTARI� PUBLIC TO AND FOR THE STA E OF •,i %WASHINGTON, RESIDING AT: Je<414-7— ,1. ty.101 OCT 0 9 1991 t)r-.? . • S 87'52'16" E 20 N 1'06'40° E Parcel 0 8848 . sq.ft. S 87'55'19" 128.81' N 1'07'19" E 3.14' 7—.Rm25' 1=39.69' S 87'55119" E ,6 00' -- gars ez S 8 S5 9" E 5.00' to be removed \L=28.85' ' 30' E 128.80' Parcel C 9565 sq.ft. N 8.0' house l deck r 10' 20' 03 N N 8.0' S 87'55'20" E 128.79' 10' Fnd mbar w /cap #4522 0.01' south and .16' east NOTE: Easement requirements have been reduced to allow for adequate setbacks on Parcel C only. Westerly 10 feet of easement on Parcel C to be used for utilities only, not for roadway. All utility easements will 20' be per City requirements. in r•� r7 Parcel B 7726 sq.ft. guy pole- co S 87'55'20" E 128.78' W Parcel A 13,957 sq.ft. 128,76' S 87'55'20" E 128.76' set rebor w /cap C)#23604(typ) t- -north edge existing asphalt So. 146th St. Land Surveyor's Certificate' This short plat correctly represents a survey made by me or under my direction In conformance with the requireme is a appropriate sta 1/, t - atu • n cone rm nce / ro 9 l � •.; ATE 23604 Certificate No.' Short Plat No.' Map on 0 N Fite In Vault 1 " =40' Direction' 18 Page d` of 6 CITY OF TKWILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 (206) 433 -1800 TO: ,2 R,47/T GODAW //147204) FROM: c / ,v4/ .9. fP/4='.eav DATE: SUBJECT: MEMORANDUM -72i; . i i .r ' /fPfi13.eek /ho /`?DD1.C' /ELF c,2.4,,KS' 0 7AiLci eZ • A/O .09"),P 'VCY _/.571-US 7T, 48Z- d''EVDG l'EL) rdl�"A.S F A.Y T /.�Y 771,/E .LEliL� LOP�YC' 77097- o4/E C44/ /12/2OGEZL) 644'7141 7X 6ya e/* ,os -5:441 N. cx' C/7? UT /L /T1ert /A/S1c1.52727R rAdcepy ex- .Airo.✓ -Ir r Aor APA -.11) s='YL"' CITY OF I.JICWILA 6200 SouthcenterBoulevard, Tukwila, Washington 98188 (206) 433 -1800 MEMORANDUM TO. t//sle& 09444- ,i4e/p.eo FROM ,./o v,'4/ dozEiea4 DATE: SUBJECT: ■.• .l • I • i . 2' I A ' / e/ 4F .'q A/ iyvUl.ic r4T /e5i✓S 72:, 7X/4 eiV.,/.1 q, 70!/ /fit:.Co,1, AN/ "!LJ 771.7' 3 rl.G' iP / r • ?y /S A/o4,2J) 77,94- Ai'' A4%0 bF16dr 7- ',....eF.4-l2,e4- .4e-rF9-.flB2 -- 71, "vi//P/ lr . p7 OTTO RISENAU & ASSC 4'IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 7254600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 91 -366 PROJECT: Boeing 21 -01' DATE: 27 November 1991 I inspected placement of 18 Ocean Sand & Gravel Mix Number: 654 Concrete was placed via pump Batch weights per cubic yard: 2035 # 3/4" $gg. # , CONCRETE REPORT REPORT NUMBER: 001 PERMIT NUMBER: 6953 INSPECTOR: A. Trumbull cubic yards of 6i sack, 4000 psi concrete from , in the following areas: slab fill -ins for plumbing excavations in building 21 -01 and it was vibrated internally. Slump range 5" 611 # Type I /II cement, 1320 oz. Cast specimens # 1 A -C Cast specimens # Cast specimens # Weather: indoor placement 48° CYLINDERS ARRIVED IN LAB AND /OR REMARKS: per 100# of cement. at 9 at at DATE CAST cubic cubic cubic yards with a 5 yards with a yards with a oz. # sand, per 100# of cement. " slump. Del. ticket # 101224 " slump. Del, ticket # " slump. Del, ticket # Concrete Temperature: 60° 12 -2 -91 COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) DATE AGE IN SPECIMEN ULT. STRENGTH BROKEN DAYS NUMBER WEIGHT IN LBS STRENGTH LBS /SQ. IN, 11 -27 -91 11 -27 -91 11 -27 -91 cc: Owner Architect Engineer 12 -4 -91 12 -26 -91 12 -26 -91 7 29 29 1- Contractor 1 -Bldg, Dept. Batch Plant 30#10 oz. 304112 oz. 301110 oz. 118,500 154,000 158,000 ---.. _: MM.1 fig f nl MAR 0 9 1992 CiT. c3V .t dK \NtLA . Pt_ANNIN 12 . • 4191 5447 5588 OTTO ROSENAU & ASSOCIATES, INC. ,41"-./7/ 47e/lea 4r. RECEIVE L) CITY tip• TI )KW1LA 1991 WASHINGTON STATE ENERGY CODE RESIDENTIAL SUBMITTAL F001 19 iy9i OTHER THAN ELECTRIC RESISTANCE HEAT PERMIT CENTER Name:�c5�i�� �t?13EL- Activity #: Site Address: V2Z2- So, jetze 7N 6-2 Bui 1 der: _-r giZ26 _, 41.1..ALG Job Type :ew 0 Addition 0 Remodel Date: /O- 25--W Phone: _65 - ,a.5c2© Occupancy:.,Z$'tingle Family 0 Multifamily- #B1dga:____ #Units: Fuel Type: leGas 0 Oil 0 Propane 0 Wood 0 Coal 0 Heat Pump Opt.1 Opt.2 Opt.3 Opt. Opt.5 Opt.6 0 0 0 0 • 0 Opt.7 4/5 . 0 0/0 HEAT SYSTEM AFUE 787. 787. 887. 78% 74 HSPF 6.8 6.8 7.7 6.35 6.8 GLAZING Floor 7. 10% 12% 21% 21% 217 U -Value .70 .65 .75 .65 .60 DOORS U -Value 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R -Value 2.5 2.5 2.5 2.5 2.5 CEILINGS w/ attics R -30 R -30 R -30 R -30 R730 R -38 R -30 vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 ABOVE GRADE WALLS R -15 R -15 R -19 R -19 R -19 R -19 R -19 BELOW GRADE WALLS interior R -15 R -15 R -19 R -19 R -19 R -19 R -19 exterior R -10 R -10 R -10 R -10 R -10 R -10 R -10 78% 78% 6.8 6.8 257. 30% .50 .45 2.5 2.5 FLOORS R -19 R -19 R -19 R -19 R -19 SLABS R -10 R -10 R -10 R -10 R -10 R -25 R--25 R -10 R -10 CONDITIONED SQ. FT. 2L4ij _ X GLAZING %_21 a "Z21, V__SF ALLOWED GLAZING MAX. HEAT SYSTEM SIZE: 0 WALL HEATERS: COND. 80. FT. X 24 6 Z DUCTED SYSTEM: COND. S0. FT. X 27 Q HEAT SYSTEM: Manufacturer_ Ade6=04 BTUH Model ,LCzt8 / Z,Egie/ -! 'S AFUE /HSPF ?%C� SIZE 164.0 BTUH VAPOR RETARDERS: FLOOR )r4-mil Pol y WALLS 0 4 -mil Poly CEILINGS 0 4 -mil Poly O Backed Batts '0 Ext. T&13 Plywood O Backed Batts .15:PVA - Paint O Backed Batts -PVA - Paint 1991 VENTILATION pc INDOOR AIR DUALITY CODE IMITTAL FORM Name: t i tjL/ Ok/ L,? Peer Activity #: Date: /0-06,--W VENTILATION SYSTEM SIZING Minimum Size = (COND. SF3G X AVG.HT.7 -qty X .35) / (60) _ /65 CFM Maximum Size = (COND. SF 3`.1.36- X AVG . HT. 7. ce X .50) / (60) _ •Z ZZ CFM * Sizing only required for Integrated Systems or Homes w/ 4+ Bedrooms EXHAUST VENTILATION SYSTEM SOURCE SPECIFIC EXHAUST VENTILATION (Choose one) Intermittent Exhaust Location Min. Manufacturer Model CFM -.25WG CFM -.1WG W.House Bones Kitchen 100 CFM b2 ,1=__51taW Bath 1 50 CFM Olb. „1 o Bath 2 50 CFM _/v'1roli( gam:. '_ Bath 3 50 CFM A% /olinve err-4-6 Laundry 50 CFM tt/v1'Wd e5w-ez '' "1_842'2_ 50 CFM iquii, .,7v -42 CFM _/oC? _CFM Yes Co Z- CFM CFM<YWno _CFM CFMceSe.0.2 ,oZ CFM CFM CFM 5U CFM Yeses _?% CFM CFM Yeses.,_ O Continuous Exhaust Minimum: Kitchen = 25 CFM Baths & Laundry = 20 CFM. Manufacturer O Not Applicable. WHOLE HOUSE EXHAUST VENTILATION SYSTEM (Choose one) ,r Combined use of source specific fans as indicated above. O Separate Whole House fan(s). Location Manufacturer Model Model CFM CFM -.25WG CFM -.1W0 Sones CFM CFM CFM CFM CFM CFM O Integrated pressurized system w/ no exhaust.•(Not recommended.) O Not Applicable. SUPPLY VENTILATION SYSTEM (Choose one) Integrated System w/ fresh air introduced into return -air duct. no Motorized damper will be included. (Highly recommended.) O Window ports at each habitable room. • O Wall ports at each habitable room. Manufacturer Model O Not Applicable. C Q GLAZING SCHEDULE LOCATION MANUFAC, FRAME MODEL AIR" GAS LoE U -VAL. AREA UA(OPT) -M�KY MM. 41112/7 iLwIll Th) 1/4" r ,cog— 11 ,e. gCD,2cz?na 'If 1 U It I / /0 4" _ ' C° e/ 55 22. -C__.. tx.•v ,z z •if 3 1/ // / //c , //Z " - • Coy 35- Z Z r 4/ 6,9 i!-/ If ,r / //G 1/2/' ieo -5, ?a' 0157 139pe 0ti it /l // /o / /t" , o4/ VC '2'5,CA Pt', --4 P./Irg r " / //c 1 /Z" tea'/ 7, 5 6 .01 f•1 ►�►[. /' /I '/20 ® .58 23,7E KI -r r /Ie,cr ,, ,, _ ///O 1/2" ,Lay /e/6- t Z, 8 x/o ©K (1 it /2v ®Ll ,525 IIIMIIIIII l `t g`/ 23 S 1-i;i» it. If it V 20 ©L111IIIIIIIIIII ,r 1r o / 1/0 EVII IIII ..r� 32- SGT N II n '/ 20 ' /S/ /' , Co 0 l 'r L/ VIA-/ ir it 12o 5 X/ft ,Coo 27 r ' Vic. gIr- - it if �%� / 20 3 /y" rCob .7 G. II it n t/Zv 3/ ,r ,5v 25, 8 ,/ - /4 // „ / //o / /z" 11ff% ZD 8 r /L-re / tt / //v � ,La/ S Sr 7U' eta/4667a g y 1, If 9''0 /'r .,(4. .5"- 1Lo • 1 DOORS WITH MORE THAN 50% GLASS SKYLIGHTS AND SKY WALLS 1 TOTALS 662,2 33c792 Terhune Homes PO Box 1078 Auburn, Wa 98071 Lable King Co. Gas heat RECEIVED CITY OF TUKWILA NOV l y hy PERMIT CENTER Building component Description including U value or F value Heat Loss Factor (HLF =U x 46 DT) Component Square Ft Linear Ft Cubic Ft Component Heat loss (HLF x SF, LF or CF) Window Skylight Sliding Glass Door Single (U =1.20 ) 55.2/SF SF BTU Double (U= .90 ) 41.4/SF SF BTU (U= .75 ) 34.5/SF SF BTU (U= .65 ) 29.9/SF 528 SF 15787 BTU Other (U= .40 ) 18.4 /SF SF BTU Opaque Door Wood (U= .40 ) 18.4/SF 60 SF 1104 ► BTU W /storm (U= .28 ) 12.9/SF SF BTU Insu1 Metal (U =.20 ) 9.2 SF SF BTU Roof/ Ceiling Insulation None (U= .40 ) 18.4/SF SF BTU R -19 (U= .055) 2.5 /SF SF BTU R-30 (U= .036) 1.6 /SF 622 SF 995 BTU R -38 (U= .031) 1.4 /SF 1721 SF 2409 BTU R -49 (U= .020) .9 /SF SF BTU Wall Insulation above and below grade None (U= .25 ) 11.5/SF SF BTU R -11 (U= .08 ) 3.7 /SF SF BTU R -19 (U= .062) 2.9 /SF 2420 SF 7018 BTU R -27 (U= .037) 1.7 /SF SF BTU Floor over unheated space None (Ua .25 ) 11.5/SF SF BTU R -11 (U= .08 ) 3.7 /SF SF BTU R -19 (U= .041) 1.9 /SF 1055 SF 2005 BTU R -30 (U- .035) 1.6 /SF SF BTU (CONTINUED NEXT PAGE) TOTAL TH :S PAGE = 29315 BTU Dar=n 1 Slab on grade / Floor perimeter insulation None (F= .81 ) 37.3/LF 49 LF BTU R -5 (F= .61 ) 28.1/LF LF BTU R -8 (F' .56 ) 25.8/LF LF BTU R -10 (F= .54 ) 24.8/LF 122 LF 3026 BTU Infiltra- tion Pre 1980 (.018x1.2ach) 1.0 /CF CF BTU Post 1990 .018x.35ach) .29 /CF 27480 CF 7969 BTU Heat Loss. 40310 BTU Duct Loss 4031 BTU Outside air 160 cfm x 1.018 x 46 DT m 7492 BTU Total Heat Loss. 55294 BTU Minimum Allowed Equipment Size (THL x 1.) 55294 BTU Maximum Allowed Equipment Size (THL x1.5) 82941 BTU Equipment: Rheem RGLE12ERAJS 96,000 btu Gas furnace. A.F.U.E. 79.6% Outside air requirement per WSEC 1991 27480 cuft / 60 x .35 = 160 cfm Page 2 •:: rr: a::: :::.:.> }:r:rr: : }- »:r }:o:rrr »:: Y•!.•i$:::rtr; t::4i:i:c;:i• :''•.: i <•`:•i:: ?:;tti; Instructions: 1) Carefully review the requirements of each of the options below. Choose an opt% ^n that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard cornponents or equipment that don't apply to your project. Your permit will be processed more efficiently is you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua I R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1 City of Tukwila Y Plan Review (For official use only) Selected Option is appropriate for this dwelling design. YES No ,] Option _may be a better choice. Notes' Approved b Date: ^_ prr Page 1 of 6 OPT II 0 1 ::•r,'tia;:e: "• }•':i,•.,. ;it> V::;: ' +.•,�,::;tiz `< r:`.`.:G:r::;`;:y:`:K %i2'<:';': .S.Irii' %•i x; �t.}+;:. +.;.�::: {.rXrri}:•Y: }}'r •::.Y }: •.: .:..k i:: OPT VI OPT VII 'r OPT V (s2stafes) (x2stafes):: ys> { HVAC AFUE Glazing max: % of floor U -value 2 Door U -value (R- value) 12% 70 0.65 (R -2.5) Ceilings: with attics vaulted Walls: above grade below grade interior oC exterior R 15 R -15 R 19 R -19 R 19 R -19 R 19 R 10:. R -10 R 10 ;: R -10 R 10 , R -10 R 10 Floor ;?:.11.1 R -19 R 19 R -19 ;R 19 R -25 R 25 • R Slab on grade R 10. ' R -10 R 10 R -10 R 10 R -10 10 • ::. .tee.■.•:. -... • Footnote: 1) The "a" symbol means more than or equal to; "s" means Toss than or equal to. 2) Glazing trade -offs may be made if the Option U -value requirement Isn't exceeded. WEES/NORAD /APR 8, 1991 COMPLIANCE REQUIRED a INSPECTION APPROVED IMPORTANT: Supply information In the shaded area by checking the appropriate circles. Disregard topics that don't describe your building or equipment. DO NO_Iplace checks In the two left columns. • 7441;.M.:*W" • rpf (WSEC Foundation phase requirements: Inspected by Date '•;.0..e41,*.agft• AIS.tit,tagiN:Eq? • .,•:4• , . ,•;"' El Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). Gtaztng efflclency required under the selected optlon shall be (S. 502.1. ,•: ..• Symbols used: = equals > greater than < less than a greater than or equal s loss than or equal UPDATED APRIL 8, 1991 Page 2 of 6 COMPLIANCE i.' REQUIRED i A • =I CI ED INSPECTION APPROVED,. CI • ••••••• IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. 110 NOT place checks In the two left columns. , Glazirrn(yHghts by type (S. 302) No. Manufacturer See the Washington glazing directory Frame material # Layers Model # AreassFt2) Uo value Tested? U. Yes Yes U U. YesQ Yes 0 YesQ YesQ Yes 0 Yes 0 Yes 0 I!: •OINIONNIIMMes Yes Single GlazIng (No more than 1% of floor area before doubling, S. 602.7.2) Yes 0 Type: No: Area: X2 U YesQ Type: No: Area X2 U Yes 0 Untested Glazing (Use only default U•values In Chapter 10, S.502.1.5.1 (4)) Type: No: Area: u Type: No: Area: TOTAL GLAZING AREA (Add entire column) U. ,,,,, ... bytakingthe Ft2 and dividing by the total conditoned floor area of ________________ ultiply this number by 100. This value cant exceed the glazlng pepentage for your selected op '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' •.DocumentatIoninsuffIcient, Urv4lUe0.:thall be iustified by Mfr .'teStingle E 3Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows: 12 fixed site built: stops with sealant. El operating site built: weatherstripped with closer CDConcealed insulation shall be placed: Dbehind shower/tub [Vehind partition studs/corner C3Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : between Sole plate/subfloors ODartition stud penetrations ■ewiring/plumbing/duct register penetrations Oaf light fixture/ flue penetrations "rim joists/mud sills (heated lower floors) 3 of 6 V'around window and door frames .Page COMPLIANCE REQUIRED Li INSPECTION APPROVED, v."4-0',A.,iit iz:1,4,kamf IMPORTANT: Supply information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g. Mfr./model Fan label CFM(.IW.G.) Kitchen fan 100 CFM OM& 'R6 676-pxv /00 Bathroom fan( 1 ) 50 CFM 50 CFM 1101_46 gr-So II if 6 a c22- Bathroom fan( Z. ) Bathroom fan( "& ) 50 CFM 11 Laundry fan 50 CFM NOP Ale. C376-02 640 0 50 CFM (1-2 bedrms) D Whole house fan* 80 CFM (3 bedrms) (oz. KB 1 Euo (choose one) 0 100 CFM (4 bedrms) •:WhoIe house fan also servesas a kltchen 11 a spot lan is designated as a w ote house 1 r , tho capacily shall b! than 4' 10 • V c e ('Whole house fan is Iistod/labled "for Continuous use". Uit. O Whole house lan shall run conhinuously: Kitchen rate 25CFM: Bath & Iaundry rate 2OCFM Integrated forced-alr furnace ventllatlon (IAQ Code, S. 30,1.2(b)) shall be used with a houso fan instead of lresh air inlets in the bedrooms:. f'es Jo yes, a 6" outside air inlet duct w/ barometnio damper limiting the ventiltion rate 10 ,' CH, shall run from the bullding exterior 10 the turnace return pienum. ... . ... ....• ED Mechanical ventilation fan ducts shall be 4" and properly sized using IAQC,Table 3-3, . •:•.• Fresh alr shaN be provided for each dwetling unit as foliows (IAQ Code, S. 302.6.1 Each Ov;raIi living area: One wall port as specitied for bedrooms. entral forced alr furnace which delivers outside makeup air througti .. . 8. ,,•,... „.. hall compty w/ one or more 01 the.followln., ........,••••• • no slots ••... • sealed between .... . . I al10:Ocrit Vi ng Any tJL listed lixture .. ,w/...1/2" clearpnde:1Ci • , . . . • . . " WSEC Framing phase requirements: Inspected by Date Page 4 of. 6 :;.0:340f3t9sOfts.s. IMPORTANT: Please supply Information In the shaded boxes and check the appropriate clrcles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. 4.i.k.A.A.:WNMAQ:4,30:<;.40444.WOW*0 EjExterlor slab Insulation, if not located on the Interior, shall be R-10 (Table 5-1, 6-1). ()interior below-grade wall InsulatIon, only if none on the exterior, shall be R-10 (S. 502.1.4.10) i.".3 ti0:1',1010 4....,....ibou e:if40010.*0•:".,.4.1tyid01:::O.X.ri.O.t0010 {10tlS.':', :".'...: -C?Ptiqn. :......,..., • .........,3,........:....„„:.:.„ P.09,I,Pi:Oti*,.. Cu orn :‘,...•,..,,,,...,...1,:..:::: . • lili;i....1 (Options .....,... ..,,,..,....,...,.,:::..,....„„,,,,„,„,........... .:.au.. oi.•. coItIngs i:...•... shall . :: 0;,::: insulated without compressiofl .. 10 Tahte 6-2) R-3O(lI ..P i0. Skylight wall Insulation is installed and equivalent to the required wall R-values above. Furnace and heat pump Options may be change before July 1, 1991 LWSEC Insulation phase requirements: Inspected by: 104.0:1;;:vo, Envetope Floors shall be insulated without cornprossiorl, and with • • ° R25 (Options VI, VIl) opt .a11 -•,: be insutalecl without cornpression 111 9 Door • (2) OAA:. • 11 Do Page 5 of 6 COMPLIANCE REQUIRED_ a Sie ❑ t :X•S.;.�J::1S: . rY. �....:. }.!i.. r:.r.•.a:..osf »s :i.3.;.,,.: hi. h :: F.a:ss.si •r INSPECTION APPROVED �vG Skin�tiiivo.0; 44" IMPORTANT: DO NOT place checks In the two left columns. Q Exposed foam Insulation shall comply as follows (S. 502.1.4.7): ❑ Protected with metal or plastic flashing, or other suitable material that extends below grade. i5ielnsulation is approved for sub - grade, exterior use and properly installed. ❑ ()Airflow between fresh air ports and the whole -house fan ensured by *undercut doors or grills (S. 302.6.4) ❑ ED Loosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ .30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. ❑ Q6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall ❑ ()Clearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney CO Non -iC rated recessed lights: 1/2" to combustables, 3" to insulation. xi Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) ❑ %Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) 71 All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). ❑ sService hot & cold water piping shall be Insulated to R -3.(S. 503.11) El o Service recirculation hot water piping shall be insulated to Table 5 -12 ❑ ()Heat pump thermostat shall have progamable capability (S. 503.8.3.5) ❑ ()Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). ❑ () Readily accessible, automatic or Manual means provided to restrict or shut -off Heating input. to each zone or floor during periods not requiring heat (S. 503.8.3.1). ❑ g]Controls for backup heat prohibit slmiltaneous operation of the primary system (S. 503.2.2(2)). ❑ MI Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). ❑ Ci Mechanical ventilation ducts shall have insulation Z R -4 in unconditioned spaces (S. 302.5) ❑ 7 Mechanical supply ducts in conditioned spaces shall have Z R -4 insulation (S. 302.5) ❑ e Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). ❑ ]Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). ❑ EHVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) ED Electric water heater(s) shall have (S. 504.3) : EJ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) 0 Temperature settings 120 F. ❑ []Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). ❑ E3 Swimming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 ❑ s4 All fireplaces (8. 402.3) shall have: ❑ 6 square inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box ❑ Tight fitting glass or metal doors. ❑ @]Sold fuel burning appilance(s) (S. 402.2) shall have: Tight fitting glass or metal doors feOutside combustion air source directly connected to the fire box ❑ Exception: Non - direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. RRadon monitor shall be supplied to the building (S. 302.2), r WSEC Final phase requirements: Inspected by: Date J Page6of6 • GLAZING SCHED LALEECE LE • LOCATION MANUFAC. FRAME MODEL AIR" GAS LoE U -VAL, AREA UAIOPT) .` .. . /'I L L>.vi . 1gt ......AIR" Ilk" ,Coe/ z 0 • 25,ce ,6,1/ 7, 5 yeti X58 V 23.78 eireile,t/ 1/2" ,e,y /`Z i Z, 4-1 B Ala 2g II 1721) ii2o Mil 3/ n ,52s 3V, 0 /41,SV ,r , 5::ce 23, 7€3 II If ft MO 1/211 , eat/ rte^ rr :v" ,coo 30 16 o 120 34iii _ ' ,Coo z 5- Z7 ' EC.. r . I I If la, 3/el„ ,ea, 2. 25.78 3 /y" i Ilign121111 G'Cti =, - 65-roA MINEINI f' it ///o 111111 le, V 11111G11111111111111 La 6■ 76° II - ��- 101 ME 1111111111 Mill DOORS WITH MORE THAN 50% GLASS SKYL16HTS AND SKY WALLS TOTALS 652,2 33c7;q KEYBeam Software BEAMS Version 1.051 Filename : REV91478.001 WORSE CASE Lateral Bracing: Continuous Live Load: 40 psf Dead Load: 10 psf DOL: 100% Deflection Criteria: L/360 live, Member Type: Joist Application: Floor Building Code: UBC Report Numbers: 0 Slope: .00 / 12 Moisture Condition: •J. 12/4/91 10:50 am Dry L/240 total .350" max. 0'2.00" 8'11.00" Exact Member Length: 9' 3.00" Reactions with all loads applied (lbs): 309.# Worst case (alternate load analysis) reactions Used for connector /min. bearing design. 309.# Worst case (alternate load analysis) reactions Used for connector /min. bearing design, and as 100% 186. Dead 47. Total 232. Bearing Length: 1.50" 0'2.00" 309.# at each support (lbs): 309.# at each support (pif): a point load on carrying member. 186. 47. 232. 1.50" Species Hem-Fir Grade: #2 ( ( 2x 8) 16.0" O.C. Desig afl me continuous lateral braci g........_._ .._. Design assumes a repetitive member use increase in bending stress: 15 % Design Allowable - -Capacity- Location - Loading 662.'# 1259.'# 257.# 544.# . 11" .30" Positive Moment Shear LL Deflection TL Deflection TL Defl., Lt. LL Defl., Lt. TL Defl., Rt. LL Defl., Rt. . 14" -.01" -.01" -.01" -.01" Control: Positive Moment 52% Span 47% Span L/940 L/752 2L/471 2L/589 2L/471 2L/589 Span Span Span Span Span Span two two two two one one three three Even Spans 100% Adjacent 2 100% Even Spans 100% Even Spans 100% Total load 100% Total load 100% Total load 100% Total load 100% Copyright (C)1989 -1991 by Keymark Enterprises, Inc. All Rights Reserved. TJI and MICRO =LAM are registered trademarks of TJ International, Inc. Site Information Net Cut Net Fill Net Volume Units Volumc Method == ss = == = = = = =ss== == = = =rs = = = = = = == = == == =mot= ==== = = = = == ===== = == == ==as=sts = : === = = = == 36.0282 85.0384(C) (cu yd) Tin - subtraction EX. 18" CULVERT IE=270.62 DRIVEWAY SECTION A-A HORIZONTAL SCALE: 1'. III 20' VERTICAL SCALE: 1" sme 5' INSTALL ROCKERY 4' MAX. HEIGHT 3' MAX. EASEMENT BERM SECTION B-B NOT TO SCALE TIGHT LINE '- 4% SLOPE E NOTE LEGEND -fl- EXISTING UTILITY POLE ® EXISTING WATER METER N EXISTING WATER VALVE -6-- EXISTING FIRE HYDRANT 01 PROPOSED WATER METER 04 PROPOSED WATER VALVE 0 EXISTING SSMH PROPOSED SS CLEANOUT 0 EXISTING CATCH BASIN o PROPOSED DOWNSPOUT FOUND MON. IN CASE FOUND REBAR /CAP PROPOSED RESIDENCE FF ELEV 281.5' A. ON ALL ROOF DOWNSPOUT LEADER LINES, KEEP 1' MIN. AWAY FROM FOOTINGS. B. DRIVEWAY SHOULD BE SLOPED INITIALLY AWAY FROM THE SHOULDER OF THE ROAD SO THAT RUNOFF WILL BE DIRECTED TOWARD THE DRAINAGE DITCH AND NOT THE ROAD SURFACE. c:. r.(CE 6 MXCAVATioI.I WILL. 1-19E. '(p �01,15I"I2-UGr Par -4.6, IJb FIALaL 1?..SrnLI1ra.M17. (i<<2.FEP L-e, )r✓/444 A% sw eL- 1, .=Rots &NNr1✓9 rwro AO./gc-. -A/r e&'?e y) u Ex. CB t RIM=-271.44 1A1 I IE =268.44 (N) 4 IE= 267.74 (W) i I IE= 267.69 (S) II I q w w I 1 Found Mon-` 11 in Case Ali s�__ Ili Ex. CB RI .34 IE =268.24 (N) iE =268.04 (E) IE= 267.99 (S) 18" CUSP EX.SEWER STUB IE =271.90` INSTALL TEMP. TEST TEE Found Rebar /Cap LS 23604 !E =268.83 ;,,C TIGHT UNE 2.-5X SLOPE .W ce v ....._i q �► METER ._ .�. %o? ^BERM �y IE =270.62. • - c .71 EFM' FOR UTILITIES AND /OR SIDEWALKS 3 I } R.3 DEDICATION } Ex. SSMH Found Rebar /Cap LS 23604 j : jrg MP Ex. CB RIM=271.26 IE= 269.06 (N -W -E) LEGAL DE SC RIPTION THE SOUTH 108.39 FEET OF LOT 19, BLOCK 3, ADAMS HOME TRACTS AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS ` OF KING COUNTY. WASHINGTON; EXCEPT THE SOUTH 10 FEET DEDICATED TO THE CITY OF TUKWILA FOR ROAD PURPOSES. SUBJECT TO AND TOGETHER WITH THE FOLLOWING DESCRIBED EASEMENT FOR INGRESS, EGRESS AND UTILITIES; BEGINNING AT THE SOUTHEAST CORNER OF LOT 19, BLOCK 3, ADAMS HOME TRACTS AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; THENCE .N 1'07'19 E, ALONG THE EAST LINE OF SAID LOT 19, 311.35 FEET TO THE NORTH LINE THEREOF; THENCE N 87'52'16" W, ALONG SAID NORTH LINE, 30.00 FEET; THENCE S 01 °07'19" W 3.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 25 FEET AND AN ARC LENGTH OF 39.69 FEET: THENCE N 87'55'19" W 5.00 FEET; THENCE S 01'07'19" W 18.00 FEET THENCE . S 8./55'19" E 5.00 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 25 FEET AND AN ARC LENGTH OF 38.85 FEET; THENCE S 01'07'19" W 239.69 TO THE . SOUTH LINE OF SAID LOT 19; THENCE S 87'55'20" E, ALONG SAID SOUTH LINE, 30.00 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 10 FEET OF THE EAST 30 FEET OF THE NORTH 74.27 FEET OF THE SOUTH 242.66 FEET OF SAID LOT 19 IS TO BE USED FOR UTILITY PURPOSES ONLY, NOT INGRESS AND EGRESS.. -a- CITY OF TUKWILA APPROVED MAY 5S2 AS NOTED DATUM. N.G.V.D. KING COUNTY NW 23 CORNER SECTION MARKER BEING A CASED 4" SQUARE CONCRETE MONUMENT WITH LEAD PLUG AT THE INTERSECTION OF S. 144TH ST. AND 51ST AVE. S. ELEV =156.425 81_iIEDING D11rIS1ON Cf GRAPHIC SCALE ( UTFENT) inch = 20 ft. SITE PLAN & TOPOGRAPHIC MAP FOR SCOTT & SHARON LABEL RESIDENCE RECEIVED CITY OF TUKWILA ',AY 5 �� c PERMtr CENTER Esew 455 Rattily Boulevard North, Sults 200 looa1ut, Wcei,Pngton 98027 (208) 382 -8055 CHKD. BY CONCEPT ENGINEERING, INC. 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"'> • ...y -y .. ..� ,,,+4, ,w t.+ S 'mr Ill 1111IIII111IIIIII�IIIIIIIIIIIIIIIIIIIIIII fIIIi��I�IiLI�•��i��`I<�(!' lflllillllll�l 'jl�Ili'�Ililili`9I, IIILiII�II`i`�tII lIi'I'1�lfiII1 .It �li�il it 0 16 THS INCH 1 2 3 4 5 6 7 8. NOTFi If the microfilmed document is less clear than this entice_ it is dun to the nuality of tha enriIrinaI Anrumant_ I,11 1111111111111111111111111111111111111111111111 9 i 10 11 WOE NGERMANY 12 igLi4 PET. •- _ '4 tit i ; "t• 051/6" xle el,L. 61k (24c-4) .\ dilict. os-1 50 >4 trusses: stress analysis and' • ". 'drawings/details shall be stand by an :approved State of Vhshington registered :engineer (drawings/details shall ba on site for framing inspection). as Pre-annufartured•trUssesshall la : , ''-* idwitified by enanufactureA . 6!ATP a • • . b . . . • - • . •: Field assembled ti- intiniered . - . streis analysis end details:shal1 :-. be submitted to Building Division .?- for approval. • • . c:\ . Girs3er truss: 'engineered'Itress •., analysis and details shall be ,.. submitted to • Division ....' for approval. :t. . , • _... r di Use approved/applicable truss-, .. support hangers. : • • . • • -.. • e° Engineeiing.data and detailS ihall' . be 'aErraved by the building official. . before any field.oUts or truss, . ' • • alteratIons', • • :... -.' :,:.. • f... All roof.trusses'ahall belie; frail and-tied into the frauelAmicand .supiartintgyalls so as to.foisitin , Mt.egral Par..-of"trke."-i/tic4413:11,144.ig; ' rt6511.tr6-1-"rs ..i5halt.-Wil-ie' J9iii.V.i .:N.seil . : • fitiedLand shall hairi-ill tinsikp.: :v&Oar3.1;rell tightened before-anY . loadjs.;placial.upon the trims., ' • '. Diiitglal. n,35474y biw.._,_...,,..:.11 .be ... . . . used' to brace all roof triunes. *. . CITY OF TUKWILA APPROVED ..,5ection.3202.(a): thDC. - . 1111111111111111111111111111111111111111111111111!fliplp rir MITPITIT11111111111 HIMIWIIIIIIII111111111111111111111110111111111 1 2 3 4 5 6 .7 8 9 10 11 ""E'""m"/ 12 NOt2: if-ale microfilmed document is less clear than this THS INCH ; • notice, it is due to the quality of the priginal document. 1 REUT?". NOV 1 PERNUTCENTER • • • WOOD FRAM! NG. NdTES 1. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 25 -Q OF THE UNIFORM BUILDING CODE. 2. AT SAWN TIMBER JOIST AREAS; PROVIDE CROSSBRIDGING AT 8'0" 0 /C. MAXIMUM SPACING AND SOLID BLOCK AT BEARING POINTS. 3. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOIST EACH SIDE OF ALL FLOOR AND ROOF OPENINGS, UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. PROVIDE TWO 2 X 10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENNINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE.. LEF E . EA LEE iney ,J.. FLoo.. $ LAMJ4 j 5. PROVIDE CONTINUOUS SOLID BLOCKING AT MID- I {EIGTH OF ALL STUD WALLS OVER 8'0" I HEIGHT. 6. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "SIMPSON W" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 7. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE "SIMPSON STRONG TIE CO." SAN LEANDRO, CALIF., EQIJIVALENT.DEVICES BY OTHER MANUFACTURERS MAYBE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. 8. INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 2O d SPIKES AT: 32" a/o A`I' ` OP 4 BEITtEA AtJD 5TIEEfEtER ✓P 2- WA EIJPS A.ND Al' FAGH gpl.lcm. 9. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 10. PLYWOOD NAILING: [ USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED ] 8d @ 6 "O /C AT SHEET EDGES. 8d @ 12 00 /C AT INTERMEDIATE BEARING POINTS. 8d @ 10 "0/C AT INTERMEDIATE SUPPORTS FOR FLOORS. 11. ALL WOOD STUD WALL SILL PLATES ON CONCRETE SHALL BE ATTACHED WITH 5/8" X 10" ANCHOR BOLTS AT 4 -0" 0/C [ 1 STORY ], AND WITH A 7" EMBEDMENT, UNLESS SHOWN OTHERWISE. 12. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" 0/C STAGGERED UNLESS SHOWN OTHERWISE. 13. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE U.B.C.. 14. ALL STUD BEARING WALL SHALL BE FRAMED WITH DOUBLE TOP PLATES. 15. WAIL GYPSUM WALLBOARD TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH COOLER NAILS @ 7" O/C MAXIMUM SPACING UNLESS SHOWN OTHERWISE, USE 5d FOR 1/2" WALLBOARD, 6d FOR 5/8" WALLBOARD. ME.,',HANICA L. _ NOTE...: 1. BATH, LAUNDRY AND SIMILAR ROOMS - MINIMUM OPENABLE WINDOW 1/20 OF FLOOR AREA WITH A MINIMUM OF'1 1/2 SQ.FT. SECTION 1205 (a) OR MECHANICAL VENTILATION DIRECTLY TO OUTSIDE CAPABLE OF.5 AIR CHANGES PER HOUR., SECTION 1205 (a) U.B.C. ORD. #5328 2. CLOTHING DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE, U.M.C. 1903; KITCHEN HOODS, LAUNDRY AND BATH EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE, U.M.C. SECTION 1102 & 1104 (a) , (b) . ORD. #6328. 3. HEATING UNIT TO MAINTAIN 70 F. AT 3'0" ABOVE FLOOR WHEN 20 F. OUTSIDE TEMP., SECTION 1211, AS AMENDED BY ORDINANCE #6328. 4. COMBUSTION AIR, U.M.C. SECTIONS 601(b), 602,603, AND 607 AS AMENDED BY ORDINANCE 5. VENT CONNECTORS [ A SINGLE WALL CORROSION- RESISTANT PIPE ] ALLOWED ONLY IN THE SAME ROOM WITH THE APPLIANCE, U.M.C. SECTION 915, CLEARANCES PER U.! .C. 915(b) 2(B) AND TABLE 5-C, REDUCED CLEARANCES U.M.C. TABLE 5 -B. 6. DUCT WORK IN SINGLE FAMILY DWELLING: (a) ROUND DUCTS, SLIP JOINTS MINIMUM 1 1/2" MECHANICAL FASTENED WITH MINIMUM 2 SHEET METAL SCREWS, JOINTS AND SEAMS SMALL BE SUBSTANTIALLY AIR - TIGHT, U.M.C. SECTION 1002(c), 1003 AND TABLE 10--B. (b) RECTANGLE OR SQUARE DUCTS AND JOINTS, U.M.C. SECTION 1003, TABLE 10 -A AND 10--B. (c) SUPPORT OF DUCTS, U.M.C. SECTION 1004 AND TABLE 10 -E. 7. INSULATION OF DUCTS, U.M.C. SECTION 4 I L AND TABLE 441011 tiF .'111E 6-WM Kkhiar..4y 600E, 8. MINIMUM MAIN SUPPLY AND RETURN AIR DUCT SIZES- FORCED AIR: DUCT AREA MINIMUM 2 SQ.II. FOR EACH 1600 B,T.U.H. OF TOTAL B.U.T.H., U.M.C. SECTION 706 AND 707. 9. PREFAB FIREPLACES SHALL BEAR U.L. OR I.C.I3.O. SEAL OF APPROVAL AND SHALL BE INSTALLED PER'CONDITION OF APPROVAL. . 10. GAS METERS SHALL NOT BE LOCATED UNDER INTERIOR STAIRWAYS, ENGINE, BROILER, HEATER, OR ELECTRIC HEATER ROOMS, U.M.C. SECTION 2211(f). 11. GAS VENTING SYSTEM APPROVED CHIMNEYS, TYPE "B" VENTS, TYPE "BW" VENTS, TYPE "L" VENTS, OR A VENTING ASSEMBLY WIIICH IS AN INTERGRAL PART OF A LISTED APPLIANCE, U.M.C. SECTION 903(a). 12. FACTORY BUILT CHIMNEYS 'TO BE U.L. LABELED APPROVED AND INSTALLED PER MFG. INSTRUCTIONS SECTION 3705 AND U.M.C. SECTION 9? . 13. HOT WATER TANKS TO HAVE PRESSURE RELIEF VALVES AND DRAIN TO EXTERIOR. 14. APPLIANCES INSTALLED IN GARAGES U.M.C. SEC. 508: (a) SHALL BE SUITABLY PROTECTED AGAINST MMAGE. (b) APPLIANCES GENERATING A GLOW, SPARK OR FLAME SHALL HAVE PILOTS, BURNERS, OR HEATING ELEMENTS AND SWITCHES MIN. 18' ABOVE THE FLOOR LEVEL. (c) WHERE THE FURNACE .APED /OR' DUCT -WORN IS INSTALLED WITHIN 12" OF THE WALL, THE G.W.B. SHALL BE INSTALLED BEFORE PLACING THE FURNACE AND /OR DUCT WORK. t STRUCTURAL._ . .NOTES : 1. DESIGN CRITERIA [ UNIFORM BUILDING CODE 1982E] ROOF LIVE LOAD 25 p.a.f. FLOOR LIVE LOAD 40 p.s.f. STAIR LIVE LOAD 100 p.s.f. WIND 6d p.s.f. EARTHQUAKE ZONE 3 ALLOWABLE SOIL PRESSURE 2000 p.s.f. EQUIV. FLUID PRESSURE: BASEMENT WALLS 30 p.c.f. OTHER RETAINING WALLS 10 p.c.f. 2. CONCRETE CONSTRUCTION OF BASEMENT WALLS & /OR ALL FOOTINGS SHALL BE TAKEN DOWN TO UNDISTURBED EARTH. 3. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fc = 2.0470 p.s.i. THE MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND NOT MORE THAN 6 3/4 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE WORK EXPOSED TO EARTH OR WEATHER SHALL CONTAIN. ENTRAINED AIR, 5% 4. 1% BY VOLUME. ALLOWABLE CONCRETE STRESS fc it 900 p.s.i, AlJ7 SNoULG Go/A,FoRin T0U,13.6• fi'fAt.IPAED klo, 26-1 4ge., 26,03 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 -72, GRADE 40 LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1'6" MIN. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS TO MATCH HORIZONAL REIFORCEMENT. ALL HOOK AND BENDS OF REINFORCING BARS SHALL CONFORM TO A.C.I. 3318 -03 UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR AS NOTED ON PLANS. 5. ENBEDMENT [ COVER 1 OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE - 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH - 2" SURFACES EXPOSED TO WEATHER - 1 1/2" OR AS SHOWN ON PLANS. 6. STRUCTURAL STEEL INCLUDING PLATES, ANGLES AND MISCELLANOUS SHAPES, SHALL CONFORM TO ASTM A -36, FY = 36 k.s.i. /DESIGN FS ffi 19.2 k.s.i.. BOLTS USED IN CONNECTIONS SHALL CONFORM TO ASTM A -307 OR AS NOTED IN PLANS. 7. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARD NO. 25 -10 AND 25 -11. ALL BEAMS SHALL BE OF DOUGLAS FIR COMBINATION 22f, Fb >r 2200 p.s.i. 22fV4 OR AS NOTED. 8. GLU -LAM MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR WHO MUST SUBMIT DETAILS AND SPECIFICATIONS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION ( SUBMIT 3 SETS 1. 9. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION, FURNISHED TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: HEM -FIR NO.2 MINIMUM BASIC GRADE. DESIGN STRESS, Fb = 1150 p.s.i. UNLESS SHOWN OTHERWISE ON THE PLANS. POSTS & TIMBER: HEM-FIR NO.1 MINIMUM BASIC GRADE. DESIGN STRESS, Fb = 975 p.s.i. / 6" THICK BEAMS DOUGLAS FIR / LI.RCH.NQ,1 ,._.fb_,r 1300 p.s.i. STUDS, PLATES AND MISCELLANOUS LIGHT FRAMING: DOUGLAS FIR OR HEM' -FIT S'T'ANDARD GRADE OR STUD GRADE, EXCEPT BEARING WALL PLATES BELOW THE UPPER FLOOR SHALL BE DF /L. 10. PLYWOOD WALL SHEATHING SHALL BE GRADE D/C - EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE, PLYWOOD THICKNESS SHALL BE AS SHOWN ON PLANS AND ROOF PLYWOOD SHALL HAVE A MINIMUM PANEL IDENTIFICATION INDEX OF 32/16. NAIL ALL PLYWOOD AS DESCRIBED IN THE WOOD FRAMING NOTES: ITEM 10. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. 12. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS O' CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. 3/4" THBR-MAX WALL SHEATHING MAYBE USED RATHER THAN PLYWOOD, TO INCREASE INSULATION FACTOR ANOTHER R- 5.4.NAILING AS DESCRIBED FOR PLYWOOD. THER -MAX WALL SHEATHING IS TO BE USED ONLY IF SHOWN ON PLANS. 14. SEE WOOD FRAMING NOTES FOR ADDITIONAL INFORMATION. I S. y LKTER,AL W.LL BESe!h14 cS9- UPSG 2.;517 C9) 5. rKftritr ' N O T E d o C.: 141t3�'" ° .' 11. 1. ALL METAL DUCT JOINTS TO BE TAPED WITH DUCT TAPE. 2. ALL OPENINGS IN THE EXTERIOR WALLS SHALL BE CAULKED, SEALED, OR WEATHER STRIPPED AS APPROPRIATE TO LIMIT AIR LEAKAGE. 3. SHOWERS SHALL BE EQUIPPED WITH FLOW CONTROL DEVICES THAT LIMIT TOTAL FLOW TO A MAXIMUM OF 3 GMP. PER SHOWER HEAD. 4. ALL SERVICE WATER PIPING.SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH LOCAL CODES. 5. FIREPLACES SHALL BE PROVIDED WITH: (a) TIGHTLY- PLACED FLUE DAMPERS WITH READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROLS. (b) AN OUTSIDE COMBUSTION AIR SOURCE PROVIDED BY A DUCT AT LEAST 6" SQ. IN AREA AND A READILY OPERABLE DAMPER. (c) TIGHTLY- FITTING, CLOSABLE, SOLID METAL OR GLASS SCREEN. 6. WATER HEATERS TO BE INSULATED: ELECTRIC TANKS AVU T2 •0AS TANKS TO BE LABELED AS MEETING ASHRAE 90 d.= go 7. ALL BASEMENT CONCRETE WALLS ARE TO BE FURRED OUT AND BE INSULATED TO A R -19 RATING, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !.I 0 10 THS INCH 1 2 « 3' II .'liIIIFI'IIIiltIII1Jt I l`II'II! 11111111111111111 111111111 111411111111p i. 1,111111 1111111111111111 1111111111111111111.11 9 10 11 MA^E M GERM»(Y 12 Al 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ..a4.. 4* 4. A... a.. tl.A. ...... 1 A a., ..S a_L... �..+� ..i «.. 1 .i......�...�r CITY OF TUKWILA APPROVED 1`PR' 19 2 s ,) ni !' DING iN iS10N Cln' c NOV 1 i ! PERMIT CENTER O { co OMMON z 3.: cD 0 ca 4, co N 0 co 0) W y P Z _ T co 0 0 CO 0 t2.. }NN O WWWWW HEliiit