Loading...
HomeMy WebLinkAboutPermit 6801 - Salle Residence - New Single Family Residence6801 91-206 salle joseph 13042 33rd avenue south Permit 6801 - Salle joseph Residence 5psot UTILITIES ARE VAL VUE SEWER DIST. AND WATER DIST 125 - APPLICANT IS REFERRED TO THEM FOR AVAILABILITY; CERTIFICATE OF SEWER AVAILABILITY IS INCLUDED IN THE APPLICATION FROM TERRY MATELICH AS SHOWN FOR SEWER EASEMENT MAY BE REQUIRED -WATER DIST. 125 AVAILABILITY LETTER DOES NOT SHOW REQUIREMENTS -WHAT IT SHOWS IS INADEQUATE FOR TUKWILA'S STANDARDS -THE APPLICANT WILL HAVE TO DO A FLOW TEST, CHECK WITH FIRE MARSHALL AND ALSO MAY NEED TO SIGN A NO- PROTEST LID FOR THE UPGRADE OF THAT SYSTEM -THIS PROPERTY IS EXEMPT FROM SAO BECAUSE IT'S UNDER 12,000' LOT -STORM DRAINAGE DUMPS OFF INTO THE ALLEY WITH A FRENCH DRAIN SYSTEM - DRAINAGE MUST BE DIRECTED TO PUBLIC DRAINAGE DITCH- REQUIRE PAVING 20' IN FROM THE PAVEMENT EDGE TO PREVENT GRAVEL IN THE ROADWAY- SANITARY SEWER NEEDS CLEANOUT AT THE HOUSE AND PROPERTY LINE AND SHOULD B DIRECTED INTO THE 2ANHOLE P • • „ V - UB EDI • year) 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: O Sprinklers [x] Detectors Q N/A UTILITY PERMITS REQUIRED? °Yes Q No (gh Publi Worksl ZONING: Fire Hydrant Required BAR /LAND USE CONDITIONS? O Yes ® No CONDITIONS (other than those noted on or attached to permlt/plans) ARCHITECT PHONE ADDRESS L . PR•P . -. • ER Joseph and Kathrine Salle P • 723 -9757 ADDRESS 10225 56th Avenue South Seattle, WA ZIP 98178 CONTRACTOR Owner PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP UIL DIfr i I�' I-4MI - I� (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: Division 98188 FEES. DESCRIPTION BUILDI.NG;PERMIT FEE PLANsCHECK FEE BUItD.ING`SURCHARGE OTHER ;: PLAN CHECK NO.: 91 -206 SITE ADDRESS 13042 33 Av S SUITE # VALUE OF CONSTRUCTION - $ 114, 785.00 PROJECT NAME/TENANT Salle, Joseph ASSESSOR ACCOUNT # 735960 0580 - TYPE OF ® New Building U Addition U Tenant Improvement (commercial) U 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. FLOOR__''` TOTAI SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. SQUARE ' OCC. TOTAL TOTAL FEET LOAD FEET LOAD SQUARE FEET OCC, LOAD APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. BUILDING OFFICIAL DATE: COMPANY: DATE ISSUED: AMOUNT:; RCPT DATE: JO _ J (6)^0 DATE 5 2I I hereby certify that I have read and e' .mined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be corn• 'ed with, whether specified herein or not. The granting of this permit does not presume to aide authority to violate a cancel he provisions of any other state or local laws regulating construction or th= rformance of w� . I . :u o ' to sign for and obtain this building permit. SIGNATURE: PRINT/ /�M : e P 1 - C This permit shall become null and void if the work is not `commenced within 180 days from the date`' issuance, or if,the work is: or abandoned fora paned 180 of days from the: last i nspe c tion PERMIT NO. CONTACTED Ko*hri ()� DATE READY DATE NOTIFIED 2nd NOTIFICATION (� I i O - 5` -'"(I BY: , /� � B Binh:) -{ BY: (snit.) PERMIT EXPIRES AMOUNT OWING l p C, (_r O 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER PLAN CHECK SQUARE FEET REVIEW COMPLETED BUILDING`PERMIT APPLICATION TRACKING PROJECT NAME X\ \P SITE ADDRESS 15o4 a 3:5 AU 3 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) LOAD SQUARE FEET OCC. LOAD SQUARE FEET DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. 1A . TlVI (21 FIRE 0 OTHER BUILDING - initial review Detectors BUILDING - final review 5 /23// 12. ROUTED INIT: INIT: INIT: INIT: INIT: FIRE PROTECTION: FIRE DEPT. LETTER DATED: i�a,-//n REFERENCE FILE NOS.: MINIMUM SETBACKS: UTILITY TYPE OF CONSTRUCTIO : S • rinklers G /3 i/ INSPECTOR: /Z. -€1, DA/.5 7N.5 UBC D TION (year): OCC. SQUARE LOAD _FEET CONSULTANT: Date Sent OCC. LOAD h SQUARE FEET OCC. LOAD SUITE NO. TOTAL SQUARE FEET Date Approved BAR/LAND USE CONDITIONS? ( 717 .. S- E- W- PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: TOTAL OCC. LOAD CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST BE :FILLED OUT COMPLETELY ; S TE DR SS 33 RD (-ve_ P OJECT NAME/TENANT TYPE OF New : uilding • Addition • Tenant Improvement O Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: WORK: 0 Rack Storage NATURE 0 BUSINESS: WILL THERE BE A CHANGE IN USE? ADDRESS ( OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED J cti No SUITE # Onk )(TOO car- \.400Sc_i BU DING USE (office, warehouse, etc.) ( E)I (- c\v:c i.e � ,� b7 ;.. ;1iiTIM7:�:;.�;1 Aboi ADDRESS /2 -) /7 't1oe - tb 6f BUILDIk3 PERMIT APPLICATION PLAN CHE • K r: IMIrErne ' f jay# MON ralrOMI • Yes IF YES, EXPLAIN: VALUE OF CONSTRUCTION - $ H --e) x(aelcut 4 Kf-'--) SSOR ACCOUN ��, a • alfgz S .ei•�aL� rre «• mmercial) • Demolition (building) 0 Other. SQUARE FOOTAGE - Building: I52A p 1Por :14x4 = 97 g Area of Can rt at(og: g g gig , 761F WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: DATE APPLICATION EXPIRES PROPERTY OWNER- 76e-Pith a Vc-- yrk-R r.) e6 M _ - L L � PHO�N E�1►M 1,2 w�` ADDRESS CONTRACTOR 11 ' i 1 r % PHONE EXP. DATE DATE 9/ ._( 75 CITY /ZiP /71 g85 PHONE 7 ?3 --9 757 PHONE 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 application 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 Community 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 the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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 (currant 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 Community Development Building Division at 431 -3670. &I-co ZIP COMMERCIAL . • ; NEW COMMERCIAL • : • • • • • • -• • • .• , ....... Ej Completed building permit app1Icsn (one breach suctum) Assessor Account Number:...: • Tw sets (2) of the following: " •••••: • • • ; ; Specifications ; ..• ::.Structural calculations stamped by ngineor SollarePert by a Washington Eltatn Poensed Topographical survey Energy calculations stamped by a Washingten,Statafioarr .: engineer or architect • ••• :•• • •:•?•,:'• Workin draiwings, stamped by a Washington State licensed architect,.which Include Site P Ian ::. • ••• • ....................................................................................... ral drawings'. • Structural drawings... ::... • Mechanical drawings • • Elevations: •••• .. .• Civil drawings.. Landscape EH 'Completed utility permit application (one for entire project) S*.( cwtl drawi SUBMITTAL CHECKLIST NOTE: See utility permit application and checklist for specific Utility • submittal requirements. ...,...., ; ...,..... : .......... ,..:::; .::::......: Dtnle r 40 0 0 0 . q t : t 1 ' I 1 8 I i0i - • . • . - • ::::.:::: T :: : : : :1 • :: : :: : : : :.t :: ::::: : :::: . 1:::•!:• : ': : :.:: :: : : :' , ;:. •: :: : ::: • • :.::::;.: .„ .. .......„.:„:.. .... .. : „..„..... ................:: ... . ...... • ..•. :•••:••:•::•• ........ :: :.,...........:.:„..............,.. „..... .. .. ........... . . ... .. . ., .. .... .. . . ..................: . . ... . . ... ........ ......... .... ...... „..........,......................,......,..:.„.„........:...,.............„:„......,.................„...........„....................... ...E Tenant spade. 0 flboriplaashowl ...„,.,.. itt. aisle '_ B:andt.•: edta ... ................... .. . ........:...,..::„...,.....„,....,:•:„.......:::::„....,::::::::..::::::;:;:;:::::::;:;....;.,::::„.... .:":-.....:;;;;•';;;::::::::::::?;:::.:::: NOTE:. Incluch3 amensions racks (height,'Widtfiincl and ‘vays on plan. • . . • Structural calculations stamped by a Washington State Aden . engtnear (rack stonsige and over}... •.: 115'...Oompleted btillding•.parritit appilcatiertiorrafbri ..••.".•...• •-••••••• "Legal description ssesaor Account Number •Two.sets.)::of wod4ng drawings, wiilch include • • • ::•:.::..: . ; site plan ppn ptan, • Foundation plan accNs ma,* Floor plan •-•:" Roof plan. :•• •-• •!....:;: (all cross-section . • Snuctural framing plans ••• • ••• [:1Washington:State Energy Code data :• Completed utility permit application • ; :•.•••:•• • • Six (6) sets of site plans showing ubities NOM:: Bulking site plan and utility site plan may be Screbinesk::: utility permit application and citeddist far*. spacfffo aut taor#01 NOTE: A certification le:frir reqs4kod prior to finalinspeclion end sign- • 0 # nf thp refirtt. : . • . . . • ; ;.;.• ..• . . .. . • • . • . •-• • Two (2) sets of working ckings. which * Floor plan • Roof plan • • fram plans NOTE if ukty k Is to be done utility psvrnit appl ication •••• . • RER OOF� .. ...• • Completed bulking permit app (one for each bucture) E Auessor Account Number materiel being installed. . . " .: • . 6ft af the • • .1,jatE: • - • PilPi If III PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channelization/Striping/Signing 3i - t - k... UV i 5-a- a) Curb Cut/Access/Sidewalk C -0‘5" MAI C1-( ' Qr t i -6 0 Fire Loop/Hydrant Flood Zone Control Lt \ tr_ Grade/Fill A Nit -Pyji5 L -t n- al q -aI 1 -1 0 Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage 5b -I (fArcti ct- (3-cil (Q Water Main Extension (private) Water Main Extension (public) O Deduct Water Meter (exempt) Size: No.: ❑ Water Only Water Meter (permanent) Size: No.: Water Meter (temporary) sine: No.: Other: Other: DATE PLANS RECEIVED TYPE OF REVIEW .. • ..r • TO PWD i .. : It 1 - APPROVED .. • : i : REQUESTED COMMENTS 5- al ill 3i - t - k... UV i 5-a- a) PLAN CHECK NUMBER �I ROUTING PERMITS REQUIRED PROJECT NAME UTILITY OJECT TRACKING CHECKLIST SITE ADDRESS 13nt-4a S 3O\Xe Jbph CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT SUITE NO. I HEREBY ; CERTIFY : T . 'HAVE RE • % . I":A' ;. LIGATION AND KNOW THE :SAME ; :TO BE TRUE AND CORRECT Applicant/Authorize• • :1 .1, :AM' ..!/ ! Print Name: A 0 e V l = - Contact Person (print namelL_7 -‹2 PI-1N '`-1 L i Address: b, , e �(ort - U' C.) Date , ! Phone: Al 3 -' 4, AO - , P H rvvi 713 - 7S7 Date Application Accepted: I • , ' 7 7 Date Application Expires: CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 IMIIIIMitt MOM. 46 Site Address: PROJECT INFORMATION`: Name of Pro Property Owner: - 7 - 6.S QP N Street �d ��� (L) SCE Engineer: Street Address: Contractor: C\, Street Address: King County Assessor Account Number: 1479 (aO ~©JgO 7 PERMITS ; ' ❑ REQUESTED < ❑ 0 sir 0 Channelization/Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydr. (main to vault) - No Flood Zone Control Grade/Fill cubic yards Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATER METER DEPOSIT/ !: REFUND /BILLING MONTHLY ; >; SERVICE BILLINGS TO Water DESCRIPTION OF PROJECT El Multiple- Family Dwelling El Hotel MISCELLANEOUS:; New Building INFORMATION: �. � SSquare King County Assessor's valuat Name: SPAP Street Name: Street IX Sewer ❑ Metro El Standb No. of Units: El Motel ❑ CommerciaVIndustrial ❑ Office ❑ Retail UTILITY PERMIT APPLICATION Sizes: 1Y\oQi dirk Only to level +V\ 42_ PLAN CHECK NUMBER: Phone No.: 70T3 —9757 p A- UJL) City /State /Zip: O l7b Phone No.: Cit /State /Zi Phone No.: ❑ 0 tai 0 Phone No.: City /State /Zip: m Phone No.: City /State /Zip: Sin le -Famil Residential El Duplex El Apartments ❑ Triplex El Condominiums El Other: a Cit /State /Zi 05411 a('-} Storm Drain Street Use Water Main Extension Private ❑ PubUc ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ Water Meter / Permanent - No.: Sizes Water Meter/ Temporary: - No.: — Sizes: Other: El Warehouse ❑ Church ❑ Manufacturing El Hospital ❑ Other: El Remodel/ Square footage of original building space: tzt Addition Square footage of additional building space: ❑ School/College/University of existing stru tyres: $ Valuation of work to be done: $ / 09/18/90 SUBMITTAL CH " 'IKLIST 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 O 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. 1482 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 fill 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 O 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 O 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 O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $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 SI'' SEWER O Type of pipe - 6, ,ete, 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) O 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 points) 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 O Percent of slope /length of run O Location of all structures O 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 point(s) 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 O 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 as complet t eir rev ew an • the p ans are approv , t e app ant will • : not ed by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if theflans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT: /7-e 7)en /Se --/6v -9Y MEMORANDUM PHONE N (206) 433.1800 Gary L. VanDusen, Mayor btgefion` Project: Imo - Type of Ins Date Called: on: ri ' " /0 Address: 1 � --- ic.o&c4) Special Ins(ucti Date Wanted: /r --- 2_-r.2 d5P.m. Requester: Phone No.: nspector: ®. ZWM r . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �.u. INSPECTION RECORD ( Retain a copy with permit Sp . ' . w.• PERM' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 z06) 431 -3 70 Approved per applicable codes. ece�p o.: Dale: 680/ ❑ Corrections required prior to approval. Project: a U R ) \ .1 h Type ollnspean: Pwt) Vi 001/4.1 Address: ,.- 0 p , ._3 k 3 Date Called: /0 ? 7 q2- Special Instructions: Date Wanted: /0/2,4 am. Requester: ci..1.t.e, Phone No.: 1 q_ GI •is---) t r . INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes, (o%o PERMIT NO. Corrections required prior to approval. (206) 431-3670 COMMENTS: () 1../cd l ott. Adbc. oic9- 9 c3-3 2 C1 $30.00 REIN PECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: Dale: I Project: SAPP //,e__ Type of Inspection: r 40 / Address: Date Date Called: '2 Special Instructions: Date Wanted: (7— �iPPjP.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: • -s 4-6'17 Ol f Receipt No !. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. I Inspector: ) � Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: /, �� Type of Inspe ion: /�- yil Address; 1�� � ~3 3 - Date Called: 7 - 7-- .3_y Special Instructions: // Date Wanted: 7-'Zi / ''7 am. .m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: INSPECTION RECORD C Retain a copy with permit ecept o.: (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: rP r, .- iC A; 6—� /4-, v 3-t • (5 4 12740 r��Clf c4_,es Y z,/,AV r^•�f� -,� i�y, /Trn,� �. �.r r - Al vu G? Date: ' -»q ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 73Fia: -- U 0e.-- s C /' T ype o nspection: ......2.-e_.e Address: ....... 11 614nt / z - 33 c.... 4"--( ."( Date Called: Special In Date Wanted: e —Z,--2. 0 Am Requester: Phone No.: t p o. '• • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections,thquired prIoNto approval. 0 Approved per applicable codes. COMMENTS: ssA.704.6 ,9/4-14-77 OJ t /_„J 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. PERMIT No. (206) 431-3670 rirRect: C ype o nspect on: rr C79L Ail errh }— Address; J T .-'33�r� o a ed: Special Instructions: ,6--3- Date Wanted: 6---- 4 .-/--? . elni .m. Requester: Phone No.: a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 60 01 PERMIT NO (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: • c 2 We- di ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro ect: ��. 'U :d� yP e • n ctio �F I .. 1 "l 1 a rte • • sb .. �, Anita s 'ate a ec : — co _. Q Z •:•al nstructions: Date anted : j _ i0 am, AI Requester: • Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 outhcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' Inspector: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. bate: Receipt No.: INSPECTION R ORD Retain a copy with permit Date: ( D\ PERMIT (206) 431 -3670 ❑ Corrections required prior to approval. 'roe C / r ype o nspedion: � Address: ir) 2 —3...--ti. 'i Date Called: ,, .3/e9 — 97 Special Instructions: Date Wanted: ji •--. /'Gz , am. ig Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 34 Approved per applicable codes. O Corrections required prjprAti 'appr""oval. COMMENTS: ' Inspector: INSPECTION RECORD Retain a copy with permit 1 9 Date: (000 et- PERMIT N (206) 431 -3670 El $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L iefip1No.: Date: roe : ype o nspe ion: .._ I . _ : , ress: 0 YZ— - Speda nstruct ons: Date Wanted: -- p.m. Requester: Phone No.: d roved per applicable codes. INSPECTION . RECORD C Retain a copy with permit 1 P 0` `O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval. COMMENTS; O $30.00 REINSPECT " N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt NT: Date: Project: / Type of Inspection: /c/4/e) Date Called: 2 -2r- ress: /1.3%2 --a3 Ito . . Special Inttructlons: --..---- Date Wanted: am, p.m. 2 4,.. .y. Requester: Phone No.: 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' t / s 4 /7 /Ail i lnspectw Ildr : ,)41 „..2--2-9-- o $30.00 REINSPECTION FEE REQUIRED. rPrior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I, 4i M4 E0 REd0R0 Retain a cepy with permit 0 Corrections required ,prior to approval. 7 / 4, (206) 431- 670 PERMIT NO. ro e � 3atkn ,7042. ype o nsped � n; you �� �� i t, n , Address; I ,,o -a . Av 6 Date Called: l l — IS — qi Special Instruct ons; Date Wanted: I , - I czc."9 ; J Requester: Li O Ro,.. Phone No.: 3 Q9;16 .. i •MN•. r..� w...i'i�'t'-S "' •- v +F� : ✓Z.•L "yf; iVAr+sW'+..■ry Approved per applicable codes. Ct INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98988 Receipt No,: Date: o � PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED.. Prior to reinspection, fee must be paid at , •. 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. • ro eot: �.��� ' � ype o nspect on: ��� � Address: I 3 1\V-- Date Called: t ` I la Ti �" Special Instructions: Date Wanted: I I la -9! 0p.m. Requester: C • 01-10%— Phone No. :� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [1I Approved per applicable codes. COMMENTS: P C : s c a ' rl (i S #4 RA A Pfl (Ld Fa ft..- C-4Z N C.4t.E"7ti= P L4 " ' . (] ∎0 . V e — R - 1 l — . . ' % : A G C.GI r .A r � t Y1 'Q NL'1 b E ` c ti S ■FF c1 F • N ri- i Inspector: INSPECTION RECORD Retain a copy with permit 1 Date: /1// (DSO 1 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Owner: Mr. & Mrs. Joe Salle 13042 33rd Ave. S. Tukwila, Wa. Tel: 433 -9885 CALCULATIONS For Flow Capacity, Design Flow, Design Flow Velocity Existing 100 year-24. hour Runoff ...... • gmY , August 1991 RECEIVED CITY OF TUKWILA SEP091991 PERMIT CENTER Engineer: Del Erickson, P.E. 15020 S.E. 46th St. Bellevue, Wa. 98006 Tel: 747 -5825 RECE VED CIN OV TI IKV%III A PERMIT CINTIO DOWNSPOUT PIPE CALCULATIONS survey site plan size downspout pipe DRAIN 0IA?ETER 1.4'6 R213A INCHES 10 1 14 15 16 113 2n 21 24 27 30 36 HYDRAULIC GRADIENT - FEET PER FOOT .0001 .0002 .0005 .001 .002 .005 .01 .0.2 .05 0.1 CAPACITY - CUBIC FEET PER SECOND CAPACITY FOR CIRCULAR DRA 1'15 FLOWING FULL - CUBIC FEFT PER SECOWA TABLE I OUTFALL PIPE CALCULATIONS map site outfall pipe "C" Values KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL The allowable runoff coefficients to be used in this method are shown In Table 4.3.3A by type of land cover, These values were selected following a review of the values previously acceptable for use in the • - Rational Method In King County and as described In several engineering handbooks. The values for single family residential areas were computed as composite values (as illustrated below) based on the estimated percentage of coverage by roads, roofs, yards and unimproved areas for each density. For drainage basins containing several land cover types, the following formula may be used to compute a composite runoff coefficient "C ". C = ((C, x A + (C +... + (C„xA")) /A, where: A = total area (acres) A, areas of land cover types (acres) C ,.2." _ .AND COVER Dense forest Light forest Pasture Lawns LAND COVER DENSITY 0.20 DU /GA (1 unit per 5 ac.) 0.40 DU /GA (1 unit per 2.5 ac.) 0.80 DU /GA (1 unit per 1.25 ac.) 1.00 DU /GA 1.50 DU /GA 2.00 DU /GA 2.50 DU /GA runoff coefficients for each area land cover type TABLE 4.3.3A RUNOFF COEFFICIENTS - "C" VALUES FOR THE RATIONAL METHOD" GENERAL LAND COVERS LAND COVER 0.10 0.15 0.20 0.25 SINGLE FAMILY RESIDENTIAL AREAS (Density is In dwelling units per gross acreage (DU /GA)) 0.17 0.20 0,27 0.30 0.33 0.36 0.39 Playgrounds Gravel areas Pavement and roofs Open water (pond, lakes, wetlands) LAND COVER DENSITY 3.00 DU /GA 3.50 DU /GA 4.00 DU /GA 4.50 DU /GA 5.00 DU /GA 5.50 DU /GA 6.00 DU /GA 0.30 0.80 0.90 1.00 Q 0.42 0.45 0.48 0.51 0.54 0.57 0.60 For land covers not listed above, an area - weighted "C x At" sum should be computed based on the following equation: C x A, = (C,xA,) + (C + ... + (C„ xA "), where A, _ (A, + A2 + ... +A the total drainage basin area. (For use only in determining peak design flow for analyzing and sizing pipes, culverts or channels) 4.3.3 -2 1/90 TABLE 4.3.3C k VALUES FOR T, USING THE RATIONAL METHOD ._ i..and Cover Catego y k Forest with heavy ground litter and meadow 2.5 . Fallow or minimum tillage cultivation 4.7 . Short grass pasture and lawns 7.0 Nearly bare ground 10.1 Grassed waterway 15.0 Paved area (sheet flow) and shallow gutter flow 20.0 KING COUNTY, WASHINGTON, SURFACE WATER DESION MANUAL "T," Time of Concentration (Rational Method Only) The time of concentration is defined as the time it takes runoff to travel overland (from the onset of precipitation) from the most hydraulically distant location in the drainage basin to the point of discharge. Note that when the C, of a drainage basin exceeds 0.60, It may be important to compute the T, and peak rate of flow from the Impervious area separately. The computed peak rate of flow for the impervious surface alone may exceed that for the entire drainage basin using the total drainage basin T,. The higher of the two peak flow rates shall then be used to size the conveyance element. The T, is computed by summation of the travel times(s) (T) of overland flow across separate flow path segments defined by the six categories of land cover from the chart published In 1975 by the Soil Conservation Service shown In Table 4.3.3C. The equation for time of concentration is: T, = T, + T 2 +... + T„ where: T, zr consecutive flow path segments of different land cover category or having significant difference in flow path slope Travel time for each segment is computed using the following equation: L /60V (minutes) (Note, the T, through an open water body (such as a pond) shall be assumed to be zero with this method.) where: L the distance of flow across a given segment (feet) V = average velocity across the land cover (feet /second) Average velocity (V) is computed using the following equation (or read from Figure 4.3.3B): V = kR f o where: k = time of concentration velocity factor (feet /second) (see Table 4.3.3C) s, slope of flow path (feet /feet) 4,3.3 -5 1/90 TABLE 4.3.3E COEFFICIENTS FOR THE RATIONAL METHOD "I " - EQUATION DESIGN STORM RETURN FREQUENCY (YEARS) a I b 2 Year 1.58 0.58 5 Year 2.33 0,63 10 Year 2.44 0.64 25 Year 2.66 0.65 50 Year 2.75 0.65 100 Year 2.61 0.83 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL "I Peak Rainfall Intensity The peak rainfall intensity (I„) for the specified return frequency ( design storm Is determined using a unit peak rainfall intensity factor (I for a given return frequency (p) design storm using the following equation: In = (NM where: P Is the total precipitation at the project site for the 24 -hour duration design storm event for the given return frequency (from the Isopluvlai Maps in Figures 3.5.1C through 3.5.1H) I Where (a„)(T ; the unit peak rainfall Intensity factor T = time of concentration (minutes), calculated using the method described below only (T, minimum value is 6.3 minutes) a and b are coefficients (from Table 4.3.3B) used to adjust the equation for the design storm return frequency ( This "I equation was developed by SWM Division staff from equations originally developed by Ron Mayo, P.E.. It is based on the original Renton /Seattle Intensity /Duration /Frequency (I.D.F.) curves. Rather than requiring a family of curves for various locations In King County this equation adjusts proportionally the Renton /Seattle I.D.F. curve data by using the 24 -hour duration total precipitation isopluvlal maps. This adjustment is based on the assumption that the localized geo- climatic conditions that control the total volume of precipitation at a specific location also control the peak intensities proportionally. Figure 4.3.3A has been included to demonstrate that this unit peak rainfall intensity (I will generate a curve with the same characteristics as the historic 25 year I.D.F. curve. Note, T must not be less than 6.3 minutes or greater than 100 minutes. On the historic I.D.F. curves the lower limit was set at 5 minutes, 6.3 minutes was selected based on the mathematical limits of the equation coefficients. 4.3.3 -3 1/90 . KING COUNTY, WASI EIGTON, SURFACE WATEI DESIGN MANUAL FIGURE 4.3.4A NOMOGRAPH FOR SIZING CIRCULAR DRAINS FLOWING FULL a 1000 900 800 700 600 .0001 .0002 500 400 .0004 .0001 120 .001 108 .0003 200 98 ,0004 90 .002 .0005 ea .0008 cc 72 u p .003 .0008 .004 .001 66 .005 100 - -- r- 90 64 j .008 .002 0 80 N 48 .01 .003 I1 70 w 42 .004' a 80 36 . . 0 60 33 n� .008 40 w 30 .04 .010 27 30 20 10 .020 ,040 �-� . .080 050 .080 ,100 SAMPLE USE 24" dia. CMP @ 2% slope yields 17cfs @ 6.2 FPS velocity (n = 0.024) Values per Manning's Equation t1 1.49) AR2 "S' /a ° This table can be converted to other "n" values by applying formula: 01 n1 02 12 n2 4.3.4 -18 Minimum Allowable Velocity ( Flowing Full) 2.0 3.0 4.0 6.0 0 z 0 V 8.0 w co 7.0 8.0 9.0 10,0 20.0 30.0 40.0 9.5 1/90 KING COUNTY, fASHINGTON, SURFACE WATER DESIGN MANUAL (FIGURE 4.3.48 CIRCULAR CHANNEL RATIOS Experiments have shown that n varies slightly with depth. This figure gives velocity and flow rate ratios for varying n (solid line) and constant n (broken line) assumptions. KING COUNTY, fASHINGTON, SURFACE WATER DESIGN MANUAL (FIGURE 4.3.48 CIRCULAR CHANNEL RATIOS Experiments have shown that n varies slightly with depth. This figure gives velocity and flow rate ratios for varying n (solid line) and constant n (broken line) assumptions. 1.0 0.9 0 8 0 7 0.8 0 5 0.4 0.3 0.2 Q x.3 C C.�R"1 am. RATIO OF FLOW DEPTH TO DIAMETER (d /D) 4.3,4-19 0.1 0 .1 9 .2 .0 8 7 6 .6 4 .3 .2 .1 0 .9i) % Vow., V = OnSy, V a 9.00 1/90 September 13, 1991 Dear Mr. Salle: Joseph N. Salle 10225 56th Avenue South Tukwila, WA 98178 CITY OF TUKWILA 6200 SOL'T110E LATER BOULE l ARD. TUKWILA, WASHINGTON 98188 P1/ONE P (8061433.1800 RE: Salle Residence, 13042 33rd Avenue South Utility Permit Approval (Plan Check No. 91 -206) Ga L. 1 an!hrsrn. ,tlrnnr The Public Works Department has reviewed and hereby approves the site plan submitted for the referenced development. You are referred to other City Departments, including Fire and Community Development, for their requirements and approvals which may affect the commencement of this work. In accordance with our previous conversation of 9/11/91 please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Curb Cut /Access /Sidewalk Permit (Permit Fee = $25.00) This permit covers your access onto 33rd Avenue South. The driveway must meet City standards and shall be paved for a distance of 20 feet from the edge of the existing pavement on 33rd Avenue South. As we discussed some time ago it is recommended that you pave an area around the existing catch basin on 33rd Avenue South adjacent to your property to prevent gravel from this area from being knocked into the catch basin by vehicles using this shoulder. 2. Land Altering Permit (Permit Fee = $15.00) This permit is required since your excavation exceeds 5 feet in vertical depth. 3. Storm Drain Permit (Permit Fee = $25.00) Your storm drain design seems to be satisfactory. Please furnish a copy of the 10 foot utility easement for your storm drain across Lot 8. The easement should be granted by the owner of Lot 8 to you, since this is a private storm drain line outside of the public right -of -way and as such, will need to be maintained by you as necessary. If a public storm drain is ever installed in the 16 foot alley to the east of your property in the future, you would be required to tie into that new system. AO If you will be required by the City Fire Department to install a fire hydrant adjacent to your property, this work will need to be coordinated with Water District # 125. We have copies of water and sewer availability letters from Water District # 125 and the Val— Vue Sewer District respectively. Arrangements for these utilities to service your new residence shall be coordinated directly with the utility districts. You are required to complete the enclosed Residential Sewer Use Certification Form, forward the original to METRO and return a copy for our files. If you have any further questions, please call me at 433 -0179. Sincerely, ohn A. Piers' P.E. Associate E r neer Public Works. Department xc: Greg Villanueva, City Inspector (w /site plan) Permit Coordinator Development File: Salle Single Family Read File Enclosures: Approved site plan Metro Residential Sewer Use Certification Form JP /amc:8:salle 1. Description of proposal: 2. Name of applicant: Tor camplclion;by stf C opies af;the pp rocecl'ures far SETA a Deptrhnent of Community Development 3. Location of site (use address, lot & block number, an tax account number(s) if applicable): ie City has deterirlined iltat the proposal will not have a probable si n�ficant adverse impact'on. the environment A n environmental impact statement (EZS) is n ot'' required under.:RCW 43 21C 030(2)(c) .',This :decision' ade after review a completed. environmental checkll�st and other information on file with the.lead agencp This ii formation available to the p blic on request is.'.issued::llncl e L. Kick B eeler, tesponsi Director, Department of: c er Blvd > Date % Yo appeal thi d etermi n ation to the:city Boulevard, Tukwila, WA::96185 zoo later than a appe s tating Fir bas of the appea ;f or spec require `to bea soz e of th expen fo an a :weer fre:;;conditions`attacl e• 1 t'17.KbrlA1�i ro ".:osa CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -206: Salle, Joseph 13042 33 Av S PHONE k (200) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 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 (872- 6363). 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). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Cary L. VanDusen, Alayor w Salle, Joseph. Page 2 10. All wood to remain in placed concrete shall be treated wood. 11. 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. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 R 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 /INSPF( TnR ( )MMFNT SFM — InN fN PFVFRPFI CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 13042 33 Av S BUILDI: G PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Salle, Joseph & Kathrine CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE 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 -in 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. 09,149C .,,NC 1. Footings 2. Foundation X 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing Y 8. Insulation 9 . Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final X 16. Public Works Final 17. Building Final P AN REVIEW C �r� ®MIIAEIVI'S Plan Check No.: G I I " G-c.� Project: SA LLP,, 'SE. N C) No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 0 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. 0 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). Q 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. a 0. 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. C 2 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. 0 activity log Fire Department Review Control #91 -206 Re: Salle, Joseph - 13042 33rd Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire hydrant is required within 150' of this structure. The fire hydrant shall be capable of 1000 gpm . with a residual pressure of 20 psi. 2. Install smoke detectors as required by the Uniform Building Code. Yours truly, ck,z City t Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd June 14, 1991 Gary L. VanDusen, Mayor CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * RECEIVED CITY OF TI1KWIlA JUN 2 0 1991 PERMIT CENTER DATE P OJECI' NAME ADDRESS CONTACT PERSON i4'grni/46.e . ,ARCH1 ' hECT OR ENGINEER PERMIT NUMBER / (If previously issued) PLAN CHECK NUMBER 4 9f a ((J TYPE OF REVISIONO gfiell) 36 7 62,670,.z/Ne SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI TO: TO: NiIt iospt. SALLIE 'o A tL ., WA 4 \€17P) FROM: 13,0EN 'e WE ARE SENDING YOU THE FOLLOWING: ► ;4 Attached COPIES DESCRIPTION Rw Ec.W CO 1 t' io i 1 5otamlica. cow. COMMENTS: PLEASE: - sc City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 0 Resubmit for approval X Return corrected prints DATE : �pl2 / 1 PROJ /PERMIT NO: q' — ZDfn SUBJECT: 1 fl.t NC1 '171OIStOW 'PLAN ReoiECA GamNteN'($ Under separate cover THESE ARE TRANSMITTED /RETURNED: Q For your approval g For review and comment Q For your use and information Q For corrections /revisions Q As requested Q Other: (23 /P4.LTRANS) (LR 12/29/87) CITY OF TUKI ILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: -6ALLE, RE6tDEt4C6 ADDRESS: DATE TRANSMITTED: PLAN CHECK ADDITIONAL INFORMATION REQUEST dlI_20 1 r 4 - ` RD AO 1 2 6 11 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. COMMENT OM t r ~ aa LIP A 1 • ITEM 1, FeoUttpe. DETAAtLg P 1D CAc.coLtalotsIS Cola ZASErvtEt \IT A A •STNTE 14c N5Et ' = tot4 S ,1bleu a ,e, G . 'E .. Z02. 10. 2, "Fe te► 5 • :.,' •..0 L . N PREPAR L7 4,40,66A- DATE: 6//2/4/ PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 t)14tai t &TE%4t) M®-E. "Nag t2P i4ttOOs CARMIA GRADE. tvt13iiC °qtr 1 UStsLTED To R.= . '641nu? Locanat4 OF - rN( Qom, 1 tt' L4t.& tot4 0 t4 '$BFra met-tr wpt!13t t 4 'Row elA► • 6T - e - Recaumeivet.ir is . rr t kor r. ' Ca L.tw 01t2. - m EW►UE.. L.114E AQOOE . 'PLf46E at.AalFel . • „ . ► :to hi u e c• Prebea i3t t B K s A 1 RESOBtAiT `t7 1E,5 o f ALL. % E istObtS L EL DATE RESPONSE RECEIVED : :. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: 6 441E _ Rataetice ADDRESS: 13D4.2.- .3-.12.1) 40E s DATE: 624.V.3 PLAN REVIEJV 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 7 Prepared by: S's)C ic"GuaL mGierce ° RM =0 lasF Vt. w 40 ftF = 6i> A6) = ESQ FC.F 551 2 = 44,65 tv■ re- PLAN CHECK NUMBER °I I —Z.cx, 175 S ` 2 . ,y 66 t3 DATE: 05/ 29 / 91 Name of person(s) contacted or in contact with you: Location of Visit/Conference: SUBJECT: Sensitive Areas - Slopes radin tr CONVERSATION RECORD AM TUE FTtI Title: TIME: 3:45 P.M. TYPE: Kg Visit ❑ Conference ❑ Telephone— O Incoming OOutgoing Joseph Salle Organization (office, dept., bureau, etc.) Telephone No.: 13042 33rd Avenue South Single - Family Building Permit (Plan Check # 91 -206) FOR OFFICE USE ONLY 433 -9885 SUMMARY: The City's "Areas of Potential Geologic Hazards" mapping shows class 2 slopes on the subject lot. This sloe classification includes sloes 15 to 40 • ercent in gradient. Joseph Salle wrote a brief letter, dated May 23, 1991, indicating the on -site topography has been modified by recent clearing and grading. I visited the site on May 29, 1991 to verify the disturbances of clearing and Besides clearin•, the central, u.1 sortion of the lot has been cut and graded to form a vertical slope for the proposed house foundation. This modified slope area may have had a natural gradient exceeding 15 percent. On -site topography mapping showed this area as the steesest •rior to the • radin • activit . The stability of the slope and integrity of the house foundation and wall may need special review. In addition, siltation fencing or other erosion control measures were not observed on the site. Urban Environmentalist Date: 05/04/91 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE u k) e iq r PROJECT NAME LI .e 402, owe ADDRESS f(,/"� 4V e _co CONTACT PERSON _=_02.- C , � �� f I �� PHONE w 0 - "° q 757 ARCHITECT OR ENGINEER Pl L.I k) I V I RC/ LL PLAN CHECK NUMBER HECK NUMB R TYPE OF REVISION:,) -R. YARD ¶rte SUBMrI lt,D TO: (If previously issued) RECEIED CITY OF TUKWILA JUN 05 1991 P ERMITCENTER SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. DATE: 05 / 29 / 91 TYPE: NE Visit ❑ Conference CONVERSATION RECORD Name of persons) contacted or in contact with you: Joseph Salle Organization (office, dept., bureau, etc.) 13042 33rd. Avenue South Mal TUEtKED) TIME: FR! SAT SUN 3:45 El Telephone— 0 Incoming 0 Outgoing Telep one No.: FOR OFFICE USE ONLY 433 -9885 Location of Visit/Conference: SUBJECT: Sensitive Areas - Slopes Single- Family Building Permit (Plan Check # 91 -206) SUMMARY: The City's "Areas of Potential Geologic Hazards" mapping shows class 2 slopes on the subject lot. This slope classification includes slopes 15 to 40 percent in gradient. Joseph Salle wrote a brief letter, dated May 23, 1991, indicating the on -site topography has been modified by recent clearing and grading. I visited the site on May 29, 1991 to verify the disturbances of clearing and grading. Besides clearing, the central, upper portion of the lot has been cut and graded to form a vertical slope for the proposed house foundation. This modified slope area may have had a natural gradient exceeding 15 percent. On -site topography mapping showed this area as the steepest prior to the grading activity. The stability of the slope and integrity of the house foundation and wall may need special review. In addition, siltation fencing or other erosion control measures were not observed on the site. Signature: 0 AA Title: Urban Environmentalist Date: 05/04/91 map map TO ADDRESS `QzZ5" �J(o Ao , 6V-Anti C1 817$ ATTENTION WE ARE SENDING YOU THE FOLLOWING Attached Q Under separate cover COPIES DESCRIPTION COMMENTS SIGNED (23 /P4.LTRANS) Cit of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 _.. • Tag____RED COMMENTS L E T T E R O F TRANSMITTAL DATE 23 Wq I REGARDING it'AN ViE.0 41t-ZOC, T THESE ARE TRANSMITTED Q For approval X For review and comment Q For your use and information Q As requested 0 Other �-, .- �............. V a- rsa-rraa:rre -rtia �zrannts'- �ta�sa r+�rrr.-- vrs��^.a�r-+rrrrta- mar- c�ras+*� — rr ...... �.. �, r.�vs f PLAN CHEC t° ADDITIONAL INFORMATION REQUEST CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: j . 4 ilk f�i.V DATE TRANSMITTED: 23 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM - pRo eD ` r 00..a. ZOc4«ct Cope. PREPARED 743 , DATE: COMMENT • �. PLAN CHECK NUMBER qI - 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 _S14 Et V.E0I A etikE441 OF 'loS (pep (yap 6 IEE.E • _ _IP NAAJ I.ia : +D Mt; ® TO 3E MEAS g r Tt3 E U Ltt1E, "TT.GASI. IRSIASE. 1SiTF ? A 4 1t -%Oo) ___ _w A LIMO `g //9L) 3NAIT Two GopiEs OF TAE FEO1SEp VPAtsl• TrA E(iU D4 fb MAf O.LL yOU 0610eSTVALS_FX4r2E C A W 4 I —a ° (co ►.r I�6 '_ Ate . ../' ' • • 2372tcu? DATE RESPONSE RECEIVED: CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: id ADDRESS: DATE: OCCUPANCY GROUP ' -?) (Du) TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS 6 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. NOTES qi a. 16, 6 PLAN REVIE PLAN CHECK NUMBER 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 Itr kit) "t utAA i c4 = 1404 -5,F. INF1 (41 06.0 2& X�a4 1�/IAI�f 144 d A 03 DR S,le. PREPARED BY: DATE: May 23, 1991 CITY OF TUKWILA COMMUNITY DEVELOPMENT Concerning: 13042 33rd Ave South To whom it may concern, The topography of the presented plot plan does not necessarily represent the current site topography accurately. I have done some minor clearing of brush and debri and have moved less than 45 (forty -five) yards of dirt. Sincerely; oseph N. Salle RECEIVED CITY OF TUKWILA MAY 2 3 1991 PERMIT CENTER TJI3eam Software Ver. 2.01 Residential Floor Joist Filename: SALLE.004 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total Standard loads: 40 psf live, 10 psf dead, 100% duration MARCILLE BUILDING DESIGNS Tues5/14/91 (206) 878 -3666 10 :04 pm h 12'.00" 14'.00" Reactions (total): 509# 1633# 594# Reactions (plf): Total 255 817 297 100% 213 654 243 Dead 43 164 55 Design Limitation Moment (Ft-lbs) 2150. 190% Shear (ibs) 755. 144% Live load Deflection .17" L/997 Total load Deflection .20" L/846 NOTE: 4% increase in bending strength taken for repetitive member use. r.**************************** * * * * ** * **** * * * * * * ** ** * * * * * ***** TJI /25 joist 11 7/8 in. depth, 24.0" O.C. spacing **;**************** * * * * * * * * * * * * ** * * ** * * * * * * * *** * ** Design results shown are for maximum load combinations at critical stress. RECEIVED CITY OF TUKWILA ��I Z 1 low PERMITCENTER COPYRIGHT (C) Keymark Enterprises, Inc. 1988, 1989 tm TJt3eam is a trademark of Trus Joist Corporation. TJI and MICRO =LAM are registered with U. S. Patent and Trademark Office. Trus Joist Corporation warrants that the sizing of its products by the TJi3eam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Residential. Products Installation Guide and Residential Products Reference Guide. Refer to those Guides for installation and application information. Residential Floor Joist TJBeam Software MARCILLE BUILDING DESIGNS Tues5/14/91 Ver. 2.01 (206) 878 -3666 Filename: SALLE.001 Glued and Nailed Decking at cantilever Deflection Criteria: L/480 live, L/240 total Standard loads: 40 psf live, 10 psf dead, 100% duration 12'.00" 2'.00" Reactions (total): 597# 817# Reactions (pif): Total 299 409 100% 240 327 Dead 59 82 Design Limitation Moment (Ft -lbs) 1780. 229% Shear (lbs) 597. 146% Shear, Rt. Cant.(lbs) 200. Live load Deflection .15" L/991 Total load Deflection .18" L/804 Tot, load Deflec, Rt. -.06" 2L/806 NOTE: 4% increase in bending strength taken for repetitive member use. *********::****************:* * * * * * * * * * * * *: * *:: * * * * * * * * * * * * ** TJI /25 joist 11 7/8 in. depth, 24.0" 0.C. spacing Right Cantilever Reinforcement: None ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Keyrnark Enterprises, Inc. 1988, 1989 tm TJl3eam is a trademark of Trus Joist Corporation. TJI and MICRO -LAM are registered with U. S. Patent and Trademark Office. Trus Joist Corporation warrants that the sizing of its products by the TJF3eam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Residential Products Installation Guide and Residential Products Reference Guide. Refer to those Guides for installation and application information. 10:00 pm TJ Beam Software Ver. 2.01 MARCILLE BUILDING DESIGNS Tues5 /14/91 (206) 878 -3666 10:04 pm Residential Floor Joist Filename: SALLE.004 Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total Standard loads: 40 psf live, 10 psf dead, 100% duration 12'.00" 14'.00" Reactions (total): 509# 1633# 594# Reactions (pif) : Total 255 817 297 100% 213 654 243 Dead 43 164 55 Design Limitation Moment (Ft -lbs) 2150. 19O Shear (ibs) 755. 144% Live load Deflection .17" L/997 Total load Deflection :20" L/846 NOTE: 4% increase in bending strength taken for repetitive member use. ****************************** * ****** **: * * *** *** **** * * * * * * *** TJI /25 joist 11 7/8 in. depth, 24.0" O.C. spacing ***************************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988, 1989 tm TJl3eam is a trademark of Trus Joist Corporation. TJI and MICRO =LAM are registered with U. S. Patent and Trademark Office. Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Residential Products Installation Guide and Residential Products Reference Guide. Refer to those Guides for installation and application information. APPROVED JUN201991 PERMITCIENTER basement foundation plan joe salle marcille building designs main floor CHECK LIST, CHAPTER 6 PREStRIPTIVE,AFPROACH Type of Heat; Oil, CULIt ROOF . 5 t CTIONS: MIN. R-- - EXTERIOR BAL S TON: MIN. R-19 FLOOR MAY 2 1 1991 PERMITCENTER Duildieg Dabixno. 'o tatnwli end oobiea °4i tb ee pz n. tneludtng an) upeo.4tloatla-e►* - err vopyrirthtod $uoh — pinnu apd-' - rpeoitioetUObo And the eopr'right wrd thu property of deotaber - and are not to be redrawn, tressed." or ruprodoosd tzl any .manner by enrolee tor sAr purpuee, and they: sra' not _ to ba uoad or reused by enyoine for oonrtruotion Or o00.r ptrposeei with= out r ta i writte persi,q*rte -trti* r,arotl2e Building c�► ass. 1 heed'+► Plana war be :u1 ' wt the " totlowirt losatiow *ow; tot • +- s` Subd1Viiton _ y " y, ..,....for et the fallowing sddre.r.e „� . roof plan cross section a-a APPROVED . RECEIVED CITY OFTUKW!LA MAY 2 1 1991 PERMITCENTER elevations marcille building designs CITY OF TUKWILA APPROVED r►� till BUILDI Di r SIGN RECEIVED CITY OF TUKWILA MAY 2 1 1991 PERMIT CENTER ( Cepyrisbt Taeo, Maro112e Bvildins Deei�ni. Origin 1s and copies or time, piana inOudlns A4t cs94lttaet:4oni. are aoprrisht,d. such p e nib *p 'gttit*tioyio and the oopyrittht are the prOpert ` .of dpel�enmr •nd ar, -nit to U. redraein. traoed,' . or rrpraduoed is► *nr ' etaonor`br, anrof• for ttpy 3 4*040a. an`d they erg. rot to > ;b need or rauyod iirOt w t or• oor+etruotfen or s e purpo•oo with- .4 i40.441 ,pez Leeieel from,' 14**444110 Duiidi air br! asud at O a ' loilo•rin, 7ooation SIIROk S Vttbdirialer Die . z aou#tr. - ' # �rbr °ws' aLAyY1, a hiaMtntt typical basement wall joist perpendicular to concrete wall J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.B. Bellevue, WA 98004 (206) 454:7137 ResibtAce Jobs Oates— Subjeits cp q kECEiVED CITY OF TUKWILA JON 2 0 1991 PERMrrcENTER r • 3 • Me I q, (gal .,- :1',." , ''' .11 ". '. ' "^ri ...;,,- . " , , t !AU I I 1 i'.. 1,... iii 4 -1', ` : ill . , e76 //k/s/oa r-AC.E frr 2 A gs vv/ - 2 A.13. e 48 DO NOT oAdke:/<*iLL 0 5.7 L5 C4)1 eLacK/i■/' BU LDI 16. • • J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.B. Bellevue, WA 98004 (206) 454:7137 ResibtAce Jobs Oates— Subjeits cp q kECEiVED CITY OF TUKWILA JON 2 0 1991 PERMrrcENTER r • 3 • Me I q, (gal J. CLARK JOHNSON Conw!dng Engineer 1418' 112th Ave: N.E. Bellevue, WA 98004 (206) 454-7137 (UNT7L FLGY Q' CONSTR(xT /ON /S J. CLARK JOHNSON Conw!dng Engineer 1418' 112th Ave: N.E. Bellevue, WA 98004 (206) 454-7137 typical rambler section basement section slab detail post and beam floor detail (2) ZX b. TDP PLATES Girders: Girders shall be designed to support all loads and when supporting first floor joist shall be not less than 4 inches by 4 inches ` for spans 5 feet or less, or not lees than 4 inohes by 6 inches placed on edge for spans not more than 7 feet. Lamina.tec built -up beams with lami- nations not less than 2 Inches in thickness may be used for girders when the laminations are parallel to applied load. The end joints shall occur over supports. Where a girder is spliced over a support, an adquate tie shall be provided. The ends of beams or girders supported on masonry or concrete shall have not less than 4 inches of bearing. girders :1nterin 2'asonr or Concrete Walls: lids of wood girders entering masonry or concrete walls shall be pro- vided with a 1/2 -inch air space on tops, sides and ends unless approved wood of natural resistance to decay or treated wood is used. Bear : Except where supported on a 1 -inch by 4 -inch ribbon strip and nailed to the adjoining stud, the ends of each joist shall have not less than 1-1/2 inches of bearing on wood or metal, or less than 3 inches on masonry. Framing Details: Joists shall be supported laterally at the ends and at each sup- by -solid blocking except where the ends of joists are nailed to a header, band or rim joist or to an adjoining stud or by other approved means. Solid blocking shall be not less than 2 inches in thick- ness and the full depth of joist. Notches on the ends of joists shall not exceed one- fourth the joist depth. Holes bored in joists shall not be within 2 inches of the top or bottom of the joist and the diameter of any such hole shall not exceed onerthird the depth of the joist. Notches in the top or bottom of joists shall not exceed one -sixth the depth.and shall not be located in the middle third of the span. Joists framing from opposite sides of a beam, girder or partition shall be lapped at least 4 inches or the op- posing joists shall be tied together in an approved manner. Joists framing into the side of a wood girder shall be slpported by framing anchors or on ledger strips not less than 2 inches by inches: Bracing: All exterior walls and main cross stud partitions shall be effectively and thoroughly braced at each end, or as near thereto as possible, and at least every 25 feet of length. Cripple Walls: Foundation cripple walls shall be framed of studs not less in size than the studding above with a 'ninimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed Of studs ha the size required for an 5 I 61. No.18 ifb.,..N...a..... ! I III 1 0 1I 16 1 181 1 G.� 19 i 19 i 1F I 1£ i lZ - i w It l os , %e M S-rut a t 3 a PS%% 414 617-11(9k1 1 4 E5EAKA AlfALt4ED BSrnT watt., tt RECEIVED CITY OF TUKWILA MAY 2 1 - 1991 PERMITCENTER additional story. Such walls shall be braced as required for the first story exterior :galls. Solid blocking may be used to brace cripple walls having a stud heiht 14 inches or less, ankle: e: Nailing per UDC 1982 edition: tables 25-Q. (See nailing schedule..) Room Dimensions: Habitable rooms, storage roods and laundry rooms shaZla ve a ceiling height of not less than 7 feet 6 inches. Hallways, corridors, bathrooms and water closet rooms shall have a ceiling height of pct less than 7 feet measured to the lowest projection from the ceiling. A water cicnet compartment shall ae not less than 30 inches in width. and shall provide a clear space in front of the water closet not less than 24 inches. Tile for shower shall be 6 feet min. from floor with :.rater resistant back- ing. Air Leakage: All doors, windows, skylights, and openings enclosing a heated space and exposed to the exterior or to unheated spaces shall be weatherstripped, caulked, gasketed, or otherwise treated in accordance with sound building practices. See detail sheet. Fire Separation: Garage and house occupancy separation shall consist of 5/8" gypsum hoard taped and finished on warm walls. Garages in basement require 5 /8" O.V.D. on all warm walls and ceiling. Doors between gara,e and residence to ce 1 -3/8" solid core with self closer. If there is a car - port, the door must be a self closure door, 1 -3/8" solid core bat• peen carport and dwelling. Fire Warnin S tern: Every dwelling shall he :;rovided with approved detectors of products of combustion other than heat conforming to U.3,C. Standard i:o. 43 -6 mounted on the ceiling or wall at a point centrally located in the corridor or area giving access to rooms used for sleeping purposes. Where sleeping rooms are on an upper level, the detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be lo- cated within 12 inches of the ceiling. Care shall be exeroised to insure that the installation will not inter- fere with the operating charact.ristica of the detector. When actuated, the detector shall provide an alarm. Safety Glass: Sliding glass doors to be s inforced, or tempered glass. Glass within 18" of floor and greater than 18" in least dimension shall comply with tables 54 -D or 54 -E, section 5406, U.3.0. ty Shower enclosures shall be approved wire - reinforced, tempered or laminated safety glass or shatter - resistant plastic. 1 AIR- APPROVED Jl1 . tt1991 COWAN) 56.6. 4-to Ui tiai�;✓e• tta tt_ '..% -At • a C:aq t aC i... tIV.ta i »ca ,a.: 0 „ti..s U! DIN . DIVISION 1-4 mow ap+tr,iPi....tianv, ex. +'.rYr #Nhtnti. 09 =•!null, ,nci aprcrtf acsi :mop : is h4 :ha v::p7t14t:l. aro G 1t. pespueky of 4+.t,igncr writ: oitrw.ltot to Os voaivv.t.o, . -r;s -lad, sr t.pruduoaot to wwy rimho'rr by_ A:svarub *Nth •tty f.'Vz`t.@ 4-, haul t,?w* s: r. vnL to . ho .1404 or tmuaad b3/' .*air tth tor .n JT *Choi !`n' 'A+5 iet.th- amt. wr poraZa.afd> . ^wa,1t sAr.s i1,. 0.04,4A Wen- *Mgt ' hes been nada ' to ervfd inaoos.'sraeiR7,in the px peretion at 'this glans howeeer. the Clesitessn ipaggesntee againet -hu a,.n..error. It ie the • 1.4404 tb 'teaildex to verify al 'dip, tozm ;a 'd!tailti oil the ' dab ' rand to be. rsepoo ibld` fir s► -a 51.1 ce • OC.. tt+1A5 TJr JOIST FLOOR DETAILS NOTE: BRIDGING OR MID -SPAN BLOCKING HOT REQUIRED MICRO =LAMB L.V.L. beam. MICRO -LAM° L.V.L. header or TJI. joist header. - 114" knockout holes at approx. 12" FLOOR DETAILS Al For hole sizes and locations see reverse side. OC) Note: II used with 14" or 16" joists, must have minimum 2x6 bearing Bate. For toad- bearing cantilever details See Reference Guide. TJI° joist blocking between joists throughout canttevered area. FOR INSTALLATION STAfoIiLITY: Tsrnporary = strut Tines (1 x4 min.) a' c) on center max. Feeten at each joust with 2.8d nets min. (See Reference Guide) J joist blocking or full depth 2x4 crappie on each side required when supporting load- bearing watt above. dol ftre. ftr B 1 Load bearing wad above (must stack over wad below). J. joist blocking Backer for siding attachment. TJ• joist hanger. 1/0 =lie 1 - L.V.L. t� beam. TJI• gist hanger If h sides of h Note: the des o the hanger do not extend ue to support the top flange laterally, web stiffeners are required. For toad bearing 11440 cantilever, see Reference Glide 3 4" COX Plywood / closure. st O s c ip " !F fih 7./1* joist Mocking. • GENERAL NOTES FOR DETAILS ,MINIMUM BEARING LENGiTH 1%" minimum beating required at joist ends; 3W' minimum beefing -et intermediate, supports. RIM JOISTS OR BLOCKING 1. For single story applications and second floors of two story appbca. use detail Al, A2, A3. A4. or A5. 2. For main floor rim of two story applications. use detail Al, A2, A4 or A5. . 3. Assumes 1000 PLF vertical load transfer for each layer of /" CDX plywood rim joist. 4. Assumes 2000 PLF vertical load transfer for each TO joist blocking panel or rim joist., 5. When plywood rim is used, bracing complying witfl code shall be carried to the foundation or T.,1s joist solid blocking used for a minimum of 4' at each end and at least 4' every 25' of length of bearing wall. 6. 2x - cripples for delads A2 and 82 must be 'is" longer than depth of joist. Web stiffeners may also be required per Note 4, under Residential Floor Span Charts. T. Other W' APA'e /:< rated sheathing may be used for rim joist in Nell of 3/4" COX *wood. NAILING REQUiREMSNTS 1. Na t joists at bearings with 2 -fad nails (1 each side), 1W' minimum from,end to avoid splitting. . 2. Nail TJ• joist blocking or rim to bearing plate with 8d nails at 6" on center. When used for shear transfer. nail to bearing plate with same nailing as the plywood sheer schedule. 3. Nal TJI• rim joist, ?V." COX plywood rim. or plywood closure to TJIe joist with 2 -8d nails, one each at top and bottom flange. With 14" and 16" TJI• rim joists, use 16d nails. FILLER ANO BACKER BLOCKS 9'4" and 11%," TJI• joist: Fitter block - 2x6 Backer block - 3 A" plywood 14" and 16" TO joist: hI ;110 X1 4 t titIll TJI° JOIST HOLE CHARTS d (see chart "A ") A 1W' hole can be cut anywhere in the web. NOTE: Rectangular holes based on measurement of longest side. CHART A - ROUND HOLES MUM DISTANCE (d) FROM ANY SUPPORT TO HOLE ete CHART B RECTANGULAR. HOLES IMNIMUM DISTANCE (d) FROM ANY SUPPORT TO HOLE NOTE: 1 dista si above charts ere based on unifonify supportthe loaded maximum loads shown for any of the tables hated in" this reference guide. For other load conditions, contact your Trus Joist representative. WEB STIFFENER REQUIREMENTS Web stiffeners (see detail "K ", page 6) are required at interntediiata supper's where joists are continuous span, blaring width is less than 5 and either span is greater than: 13'48 ": for 9W' and `11%." TJ1'' joists 0 24 " 'o.c. 17' -2": for 1 W." TA* joists @ 19.2" ox. 19' -2": for 14" and 16" TJ• joists 24" o.c. 24' -0": for 16" TJ• joists 0 19.2" o.c. (see chart "B ") If more than one hole is to be cut in the web, the length of the uncut web between holes must be twice the length of the longest dimension of the longest adjacent hole. Holes may be located vertically anywhere within the web. Tie Joists are manufactured with 1W' perforated "knockouts" in the web at approx. 12" 0.c. 2x - plate flush with inside face ct was or beam. Barker block Nail With 10 -10d nails. TO joist hanger Lit* joist hanger. I Fier block. Nal with 10-10d nails. Framing anchor each side Backer block. Nat with 10-10d nails. Web stiffener each aide may be required (see Note 4 above). See detail "t:' fox attachm nt. Tight fit. Plyw web stiffener: g ' : 44" x2.5 / t6" mini n un 14" and 16 ": 1" x 2.5/ 16" minimum. • NIT A, No.18' Ac-Y. maw NAILING OF SHEATHING TO TOP`FLANGE • Maximo) spacing of nails is: 18" o.c. for 9W' and 11W' TJP jOh S 24" o.c. for 14" and iG" TJI* joists • If tnKxe than 1 row of nails is used, the rows must be offset at least R 14 ga. staples may be substituted 4or 8d nails if minimum penetration of 1" Into the TJI• joist is achieved. Coq not cut holes in cantilever DO NOT a► w.awn. CITY OF TUKWILA APPROVED JUN 2U 1 991 AS NO BUILDING DIVISION A WORD ABOUT FLOOR PERFORMANC E In addition to jost deflection, several other factors may affect the performance of the floor system. A gluernaied floor system viler pGrfo--re better than a naed floor. Deflection of the sheathing materiel between the joists can be reduced by increasing the thickness of sheathing or decreasing the spacing of the joist. Proper installation, including adequate and level support for the joists, and care in fastening of the joists and sheathing ore essential to the system performance. In will& cases where the system Is stiff and very retie dead toad (ice. partition wails. 'ce tgs, ftrrtiturtr, etc.) exists, vibrations may occur. Vibrations are generaGy sufficiently dampened when a ceding is diectly attached to the oottom flange of the joists. When the joists occur in a`crawt space or over an unfinished basement, the vibration can be minimized by nailing a contin 2x4 (flat) perpendcular to the joists" bottom flanges at n*ispan and tying off to the end wale, ' JOBSITE HANDLING • torNMRtCa6 1111111 o,. w ave time w at nn wawa M U o�Sl • NR un.sSKrcetL)J . NON -LOAD BEARING CANTILEVER DETAILS 2: -- nailed to the side of the TJt• joist with wood backer (see General Notes). Nail through the TJi• joist and backer into the 2x - with 2 rows 10d 'tads at " o.c. and clinch. 'NI* joists may be cantilevered up to Y2 the adjacent span if not supporting concentrated load at end of cantilever. (In that situation. Consult tables in Reference Guide.) WARNING DO NOT ALLOW WORKERS ON TO JOISTS UNTIL. UNTIL. ALL BLOCKING, RIM JOISTS, HANGERS AND TEMP a BRACING BRAC ARE MP COLETED IN ACCORDANCE WITH fTEM/ 1, 2. and 3 BELOW. improper concern for bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accdents wipe avoided. 1. A lateral strength, like a braced end wall or an existing deck, must be estabished at the ends of the bay, This can also be accomplished by a temporary or permanent deck (sheathing) nailed to the first 4 feet of joists at the end of the bay. 2, At blocking, hangers and rim joists at the end supports of the TJi° Adjacent span. Example: 12'-0" N Tats guide Is Intended to be used for Installation of TJl• joists and MICRO=LAfiIM LV.L- beiselrn s and beams For siring Information and additional technical MQotmattob, sae the "Residential Produdgi deference Guide." II UM ROLM AorelWt 1D au Ali ng stet roue Rio ailaIMMOtongs Wol l!atlgttr w Ott ° e e ir414 Mil ' OM= r a MOW 14 PM Mae a rte K/c.011Raw an a *z *li N4: vu oinio. % IN I mm o uilo1 ro •1w. WOW ! OM m romuo ram sMoggisto Snit $IRw& Ti joist (Uniform bads only) blocking. . 3. 4. 5. 6. TJt• joists should be protected from the weather. 'h adjacent span (max.). Example: 4'-0" a Oo NOr /Rtes 11* J SECTION joists mustbe co t piestely insta ed and property nailed. Temporary strut fines of 1x4 x mini m must be nailed to the braced end wad or sheathed area as in 1 above and Jo each joist at the on- center spacing shown. Without this tracing, buckling sideways or roll over is highly probable under ight construction loads - like two workers and one layer of un aled sheathing. Sheathing must be totaty attached to each TO joist before additional bads can be placed on the system. Ends of cantilevers regtare strut tries on both the top and bottom flanges. The top flanges must remain . straight within a tolerance of 1¢" t from true alignment. RECEIVED, NOTE: T.OI* JOISTS SHOULD BE PROTECTED FROM THE l:'iA *tN. MAY 2 1991 PERMITC NTER The TJL joist, and MICRO■LAti lumber specified in tnese :plans are to be manufactured by True Joist Corporation of Boise, Idaho. The products have been designed in accordance with one or more of the following: National Research Board Reports 200, 126, 119, 1 'Angeles City Research Report RR 22614. Any trusses other than those specified are to be bid as an alternate, and are subject to review and approval of both the Architect, Owner, and Building Official. Please refer to calcu- lations and load tables included in I.C.B.O. report no 119 which are on file at your local True Joist office and building department. +; Contact Trus Joist Corporation at 1- 800 -338 -0515 for your nearest dealer. a"9 cc 0 u. z II-- c) POS L L 4 . 1 3 T O IA E3 41:1: LQL tiil 1 2 (fl . I- Z c) uu 111; It ZS Imo g 0 2 d ma 0 Q. z z O hIMCILLE BUILDING DESIGNS ROUND HOLE WE 2 " 3" 4 " I e " 81'k" 7 " 8" .- 8 4 ' 0 ., 1 d . . 11 12 13" 5'4" 6 -0 914 "TJte /25 1 2'47, 3.-0'. 4'4" . 5"-o" 5'4" 1131 , ne /Z5 - -- -- 14'` TJt' /35 4• `6•-0" 11B" T41 2'4" 2'-e" 3'4" 4'-0" 5'-0" 5'-O" 5'4" 5' 6'4" -- '5'4" 8',0.' Co" 6.6" 14" TJI' /35 2'-8" 3' -8" 4'4" 4'-6" 5' - O'' - , 6'4'; 6`4" 5 v 0 ' o'411" 6'-8" 8' 6' 0" 8'4" re 8'-&" a'•8" 7*-0" 7•-0 - 7'-8• 8 -0" 18" TJI•/35 2 ' 4e .. 3 ', H " 4 ., 0 " w8'. 5'-0" 5 r - TJr JOIST FLOOR DETAILS NOTE: BRIDGING OR MID -SPAN BLOCKING HOT REQUIRED MICRO =LAMB L.V.L. beam. MICRO -LAM° L.V.L. header or TJI. joist header. - 114" knockout holes at approx. 12" FLOOR DETAILS Al For hole sizes and locations see reverse side. OC) Note: II used with 14" or 16" joists, must have minimum 2x6 bearing Bate. For toad- bearing cantilever details See Reference Guide. TJI° joist blocking between joists throughout canttevered area. FOR INSTALLATION STAfoIiLITY: Tsrnporary = strut Tines (1 x4 min.) a' c) on center max. Feeten at each joust with 2.8d nets min. (See Reference Guide) J joist blocking or full depth 2x4 crappie on each side required when supporting load- bearing watt above. dol ftre. ftr B 1 Load bearing wad above (must stack over wad below). J. joist blocking Backer for siding attachment. TJ• joist hanger. 1/0 =lie 1 - L.V.L. t� beam. TJI• gist hanger If h sides of h Note: the des o the hanger do not extend ue to support the top flange laterally, web stiffeners are required. For toad bearing 11440 cantilever, see Reference Glide 3 4" COX Plywood / closure. st O s c ip " !F fih 7./1* joist Mocking. • GENERAL NOTES FOR DETAILS ,MINIMUM BEARING LENGiTH 1%" minimum beating required at joist ends; 3W' minimum beefing -et intermediate, supports. RIM JOISTS OR BLOCKING 1. For single story applications and second floors of two story appbca. use detail Al, A2, A3. A4. or A5. 2. For main floor rim of two story applications. use detail Al, A2, A4 or A5. . 3. Assumes 1000 PLF vertical load transfer for each layer of /" CDX plywood rim joist. 4. Assumes 2000 PLF vertical load transfer for each TO joist blocking panel or rim joist., 5. When plywood rim is used, bracing complying witfl code shall be carried to the foundation or T.,1s joist solid blocking used for a minimum of 4' at each end and at least 4' every 25' of length of bearing wall. 6. 2x - cripples for delads A2 and 82 must be 'is" longer than depth of joist. Web stiffeners may also be required per Note 4, under Residential Floor Span Charts. T. Other W' APA'e /:< rated sheathing may be used for rim joist in Nell of 3/4" COX *wood. NAILING REQUiREMSNTS 1. Na t joists at bearings with 2 -fad nails (1 each side), 1W' minimum from,end to avoid splitting. . 2. Nail TJ• joist blocking or rim to bearing plate with 8d nails at 6" on center. When used for shear transfer. nail to bearing plate with same nailing as the plywood sheer schedule. 3. Nal TJI• rim joist, ?V." COX plywood rim. or plywood closure to TJIe joist with 2 -8d nails, one each at top and bottom flange. With 14" and 16" TJI• rim joists, use 16d nails. FILLER ANO BACKER BLOCKS 9'4" and 11%," TJI• joist: Fitter block - 2x6 Backer block - 3 A" plywood 14" and 16" TO joist: hI ;110 X1 4 t titIll TJI° JOIST HOLE CHARTS d (see chart "A ") A 1W' hole can be cut anywhere in the web. NOTE: Rectangular holes based on measurement of longest side. CHART A - ROUND HOLES MUM DISTANCE (d) FROM ANY SUPPORT TO HOLE ete CHART B RECTANGULAR. HOLES IMNIMUM DISTANCE (d) FROM ANY SUPPORT TO HOLE NOTE: 1 dista si above charts ere based on unifonify supportthe loaded maximum loads shown for any of the tables hated in" this reference guide. For other load conditions, contact your Trus Joist representative. WEB STIFFENER REQUIREMENTS Web stiffeners (see detail "K ", page 6) are required at interntediiata supper's where joists are continuous span, blaring width is less than 5 and either span is greater than: 13'48 ": for 9W' and `11%." TJ1'' joists 0 24 " 'o.c. 17' -2": for 1 W." TA* joists @ 19.2" ox. 19' -2": for 14" and 16" TJ• joists 24" o.c. 24' -0": for 16" TJ• joists 0 19.2" o.c. (see chart "B ") If more than one hole is to be cut in the web, the length of the uncut web between holes must be twice the length of the longest dimension of the longest adjacent hole. Holes may be located vertically anywhere within the web. Tie Joists are manufactured with 1W' perforated "knockouts" in the web at approx. 12" 0.c. 2x - plate flush with inside face ct was or beam. Barker block Nail With 10 -10d nails. TO joist hanger Lit* joist hanger. I Fier block. Nal with 10-10d nails. Framing anchor each side Backer block. Nat with 10-10d nails. Web stiffener each aide may be required (see Note 4 above). See detail "t:' fox attachm nt. Tight fit. Plyw web stiffener: g ' : 44" x2.5 / t6" mini n un 14" and 16 ": 1" x 2.5/ 16" minimum. • NIT A, No.18' Ac-Y. maw NAILING OF SHEATHING TO TOP`FLANGE • Maximo) spacing of nails is: 18" o.c. for 9W' and 11W' TJP jOh S 24" o.c. for 14" and iG" TJI* joists • If tnKxe than 1 row of nails is used, the rows must be offset at least R 14 ga. staples may be substituted 4or 8d nails if minimum penetration of 1" Into the TJI• joist is achieved. Coq not cut holes in cantilever DO NOT a► w.awn. CITY OF TUKWILA APPROVED JUN 2U 1 991 AS NO BUILDING DIVISION A WORD ABOUT FLOOR PERFORMANC E In addition to jost deflection, several other factors may affect the performance of the floor system. A gluernaied floor system viler pGrfo--re better than a naed floor. Deflection of the sheathing materiel between the joists can be reduced by increasing the thickness of sheathing or decreasing the spacing of the joist. Proper installation, including adequate and level support for the joists, and care in fastening of the joists and sheathing ore essential to the system performance. In will& cases where the system Is stiff and very retie dead toad (ice. partition wails. 'ce tgs, ftrrtiturtr, etc.) exists, vibrations may occur. Vibrations are generaGy sufficiently dampened when a ceding is diectly attached to the oottom flange of the joists. When the joists occur in a`crawt space or over an unfinished basement, the vibration can be minimized by nailing a contin 2x4 (flat) perpendcular to the joists" bottom flanges at n*ispan and tying off to the end wale, ' JOBSITE HANDLING • torNMRtCa6 1111111 o,. w ave time w at nn wawa M U o�Sl • NR un.sSKrcetL)J . NON -LOAD BEARING CANTILEVER DETAILS 2: -- nailed to the side of the TJt• joist with wood backer (see General Notes). Nail through the TJi• joist and backer into the 2x - with 2 rows 10d 'tads at " o.c. and clinch. 'NI* joists may be cantilevered up to Y2 the adjacent span if not supporting concentrated load at end of cantilever. (In that situation. Consult tables in Reference Guide.) WARNING DO NOT ALLOW WORKERS ON TO JOISTS UNTIL. UNTIL. ALL BLOCKING, RIM JOISTS, HANGERS AND TEMP a BRACING BRAC ARE MP COLETED IN ACCORDANCE WITH fTEM/ 1, 2. and 3 BELOW. improper concern for bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accdents wipe avoided. 1. A lateral strength, like a braced end wall or an existing deck, must be estabished at the ends of the bay, This can also be accomplished by a temporary or permanent deck (sheathing) nailed to the first 4 feet of joists at the end of the bay. 2, At blocking, hangers and rim joists at the end supports of the TJi° Adjacent span. Example: 12'-0" N Tats guide Is Intended to be used for Installation of TJl• joists and MICRO=LAfiIM LV.L- beiselrn s and beams For siring Information and additional technical MQotmattob, sae the "Residential Produdgi deference Guide." II UM ROLM AorelWt 1D au Ali ng stet roue Rio ailaIMMOtongs Wol l!atlgttr w Ott ° e e ir414 Mil ' OM= r a MOW 14 PM Mae a rte K/c.011Raw an a *z *li N4: vu oinio. % IN I mm o uilo1 ro •1w. WOW ! OM m romuo ram sMoggisto Snit $IRw& Ti joist (Uniform bads only) blocking. . 3. 4. 5. 6. TJt• joists should be protected from the weather. 'h adjacent span (max.). Example: 4'-0" a Oo NOr /Rtes 11* J SECTION joists mustbe co t piestely insta ed and property nailed. Temporary strut fines of 1x4 x mini m must be nailed to the braced end wad or sheathed area as in 1 above and Jo each joist at the on- center spacing shown. Without this tracing, buckling sideways or roll over is highly probable under ight construction loads - like two workers and one layer of un aled sheathing. Sheathing must be totaty attached to each TO joist before additional bads can be placed on the system. Ends of cantilevers regtare strut tries on both the top and bottom flanges. The top flanges must remain . straight within a tolerance of 1¢" t from true alignment. RECEIVED, NOTE: T.OI* JOISTS SHOULD BE PROTECTED FROM THE l:'iA *tN. MAY 2 1991 PERMITC NTER The TJL joist, and MICRO■LAti lumber specified in tnese :plans are to be manufactured by True Joist Corporation of Boise, Idaho. The products have been designed in accordance with one or more of the following: National Research Board Reports 200, 126, 119, 1 'Angeles City Research Report RR 22614. Any trusses other than those specified are to be bid as an alternate, and are subject to review and approval of both the Architect, Owner, and Building Official. Please refer to calcu- lations and load tables included in I.C.B.O. report no 119 which are on file at your local True Joist office and building department. +; Contact Trus Joist Corporation at 1- 800 -338 -0515 for your nearest dealer. a"9 cc 0 u. z II-- c) POS L L 4 . 1 3 T O IA E3 41:1: LQL tiil 1 2 (fl . I- Z c) uu 111; It ZS Imo g 0 2 d ma 0 Q. z z O hIMCILLE BUILDING DESIGNS RECTA NMILAil NOL1R SIZE - L S� MMENSiON 4" 6" 6" 8K T ". " . " OH 4 " 9 " 1a„ 11" -- 12 „ lid 'stop 9M" TJ1• /ore# 4' 4.0' 5'4" 6 -0 5' , 6 6'-0'' 8 .0' = 6 -8 " . ' . e. 6' -8' . - 1131 , ne /Z5 - -- -- 14'` TJt' /35 4• `6•-0" 5' -d ` e'-e• 8'-0,. 6 6'.8" 7',p" W.0" - _. le" T1/4116/36 14' 5'•0" '5'4" 8',0.' Co" 6.6" 8' -e ': 7'4' 814" e ' 4 " • 0 ', O "" TJr JOIST FLOOR DETAILS NOTE: BRIDGING OR MID -SPAN BLOCKING HOT REQUIRED MICRO =LAMB L.V.L. beam. MICRO -LAM° L.V.L. header or TJI. joist header. - 114" knockout holes at approx. 12" FLOOR DETAILS Al For hole sizes and locations see reverse side. OC) Note: II used with 14" or 16" joists, must have minimum 2x6 bearing Bate. For toad- bearing cantilever details See Reference Guide. TJI° joist blocking between joists throughout canttevered area. FOR INSTALLATION STAfoIiLITY: Tsrnporary = strut Tines (1 x4 min.) a' c) on center max. Feeten at each joust with 2.8d nets min. (See Reference Guide) J joist blocking or full depth 2x4 crappie on each side required when supporting load- bearing watt above. dol ftre. ftr B 1 Load bearing wad above (must stack over wad below). J. joist blocking Backer for siding attachment. TJ• joist hanger. 1/0 =lie 1 - L.V.L. t� beam. TJI• gist hanger If h sides of h Note: the des o the hanger do not extend ue to support the top flange laterally, web stiffeners are required. For toad bearing 11440 cantilever, see Reference Glide 3 4" COX Plywood / closure. st O s c ip " !F fih 7./1* joist Mocking. • GENERAL NOTES FOR DETAILS ,MINIMUM BEARING LENGiTH 1%" minimum beating required at joist ends; 3W' minimum beefing -et intermediate, supports. RIM JOISTS OR BLOCKING 1. For single story applications and second floors of two story appbca. use detail Al, A2, A3. A4. or A5. 2. For main floor rim of two story applications. use detail Al, A2, A4 or A5. . 3. Assumes 1000 PLF vertical load transfer for each layer of /" CDX plywood rim joist. 4. Assumes 2000 PLF vertical load transfer for each TO joist blocking panel or rim joist., 5. When plywood rim is used, bracing complying witfl code shall be carried to the foundation or T.,1s joist solid blocking used for a minimum of 4' at each end and at least 4' every 25' of length of bearing wall. 6. 2x - cripples for delads A2 and 82 must be 'is" longer than depth of joist. Web stiffeners may also be required per Note 4, under Residential Floor Span Charts. T. Other W' APA'e /:< rated sheathing may be used for rim joist in Nell of 3/4" COX *wood. NAILING REQUiREMSNTS 1. Na t joists at bearings with 2 -fad nails (1 each side), 1W' minimum from,end to avoid splitting. . 2. Nail TJ• joist blocking or rim to bearing plate with 8d nails at 6" on center. When used for shear transfer. nail to bearing plate with same nailing as the plywood sheer schedule. 3. Nal TJI• rim joist, ?V." COX plywood rim. or plywood closure to TJIe joist with 2 -8d nails, one each at top and bottom flange. With 14" and 16" TJI• rim joists, use 16d nails. FILLER ANO BACKER BLOCKS 9'4" and 11%," TJI• joist: Fitter block - 2x6 Backer block - 3 A" plywood 14" and 16" TO joist: hI ;110 X1 4 t titIll TJI° JOIST HOLE CHARTS d (see chart "A ") A 1W' hole can be cut anywhere in the web. NOTE: Rectangular holes based on measurement of longest side. CHART A - ROUND HOLES MUM DISTANCE (d) FROM ANY SUPPORT TO HOLE ete CHART B RECTANGULAR. HOLES IMNIMUM DISTANCE (d) FROM ANY SUPPORT TO HOLE NOTE: 1 dista si above charts ere based on unifonify supportthe loaded maximum loads shown for any of the tables hated in" this reference guide. For other load conditions, contact your Trus Joist representative. WEB STIFFENER REQUIREMENTS Web stiffeners (see detail "K ", page 6) are required at interntediiata supper's where joists are continuous span, blaring width is less than 5 and either span is greater than: 13'48 ": for 9W' and `11%." TJ1'' joists 0 24 " 'o.c. 17' -2": for 1 W." TA* joists @ 19.2" ox. 19' -2": for 14" and 16" TJ• joists 24" o.c. 24' -0": for 16" TJ• joists 0 19.2" o.c. (see chart "B ") If more than one hole is to be cut in the web, the length of the uncut web between holes must be twice the length of the longest dimension of the longest adjacent hole. Holes may be located vertically anywhere within the web. Tie Joists are manufactured with 1W' perforated "knockouts" in the web at approx. 12" 0.c. 2x - plate flush with inside face ct was or beam. Barker block Nail With 10 -10d nails. TO joist hanger Lit* joist hanger. I Fier block. Nal with 10-10d nails. Framing anchor each side Backer block. Nat with 10-10d nails. Web stiffener each aide may be required (see Note 4 above). See detail "t:' fox attachm nt. Tight fit. Plyw web stiffener: g ' : 44" x2.5 / t6" mini n un 14" and 16 ": 1" x 2.5/ 16" minimum. • NIT A, No.18' Ac-Y. maw NAILING OF SHEATHING TO TOP`FLANGE • Maximo) spacing of nails is: 18" o.c. for 9W' and 11W' TJP jOh S 24" o.c. for 14" and iG" TJI* joists • If tnKxe than 1 row of nails is used, the rows must be offset at least R 14 ga. staples may be substituted 4or 8d nails if minimum penetration of 1" Into the TJI• joist is achieved. Coq not cut holes in cantilever DO NOT a► w.awn. CITY OF TUKWILA APPROVED JUN 2U 1 991 AS NO BUILDING DIVISION A WORD ABOUT FLOOR PERFORMANC E In addition to jost deflection, several other factors may affect the performance of the floor system. A gluernaied floor system viler pGrfo--re better than a naed floor. Deflection of the sheathing materiel between the joists can be reduced by increasing the thickness of sheathing or decreasing the spacing of the joist. Proper installation, including adequate and level support for the joists, and care in fastening of the joists and sheathing ore essential to the system performance. In will& cases where the system Is stiff and very retie dead toad (ice. partition wails. 'ce tgs, ftrrtiturtr, etc.) exists, vibrations may occur. Vibrations are generaGy sufficiently dampened when a ceding is diectly attached to the oottom flange of the joists. When the joists occur in a`crawt space or over an unfinished basement, the vibration can be minimized by nailing a contin 2x4 (flat) perpendcular to the joists" bottom flanges at n*ispan and tying off to the end wale, ' JOBSITE HANDLING • torNMRtCa6 1111111 o,. w ave time w at nn wawa M U o�Sl • NR un.sSKrcetL)J . NON -LOAD BEARING CANTILEVER DETAILS 2: -- nailed to the side of the TJt• joist with wood backer (see General Notes). Nail through the TJi• joist and backer into the 2x - with 2 rows 10d 'tads at " o.c. and clinch. 'NI* joists may be cantilevered up to Y2 the adjacent span if not supporting concentrated load at end of cantilever. (In that situation. Consult tables in Reference Guide.) WARNING DO NOT ALLOW WORKERS ON TO JOISTS UNTIL. UNTIL. ALL BLOCKING, RIM JOISTS, HANGERS AND TEMP a BRACING BRAC ARE MP COLETED IN ACCORDANCE WITH fTEM/ 1, 2. and 3 BELOW. improper concern for bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accdents wipe avoided. 1. A lateral strength, like a braced end wall or an existing deck, must be estabished at the ends of the bay, This can also be accomplished by a temporary or permanent deck (sheathing) nailed to the first 4 feet of joists at the end of the bay. 2, At blocking, hangers and rim joists at the end supports of the TJi° Adjacent span. Example: 12'-0" N Tats guide Is Intended to be used for Installation of TJl• joists and MICRO=LAfiIM LV.L- beiselrn s and beams For siring Information and additional technical MQotmattob, sae the "Residential Produdgi deference Guide." II UM ROLM AorelWt 1D au Ali ng stet roue Rio ailaIMMOtongs Wol l!atlgttr w Ott ° e e ir414 Mil ' OM= r a MOW 14 PM Mae a rte K/c.011Raw an a *z *li N4: vu oinio. % IN I mm o uilo1 ro •1w. WOW ! OM m romuo ram sMoggisto Snit $IRw& Ti joist (Uniform bads only) blocking. . 3. 4. 5. 6. TJt• joists should be protected from the weather. 'h adjacent span (max.). Example: 4'-0" a Oo NOr /Rtes 11* J SECTION joists mustbe co t piestely insta ed and property nailed. Temporary strut fines of 1x4 x mini m must be nailed to the braced end wad or sheathed area as in 1 above and Jo each joist at the on- center spacing shown. Without this tracing, buckling sideways or roll over is highly probable under ight construction loads - like two workers and one layer of un aled sheathing. Sheathing must be totaty attached to each TO joist before additional bads can be placed on the system. Ends of cantilevers regtare strut tries on both the top and bottom flanges. The top flanges must remain . straight within a tolerance of 1¢" t from true alignment. RECEIVED, NOTE: T.OI* JOISTS SHOULD BE PROTECTED FROM THE l:'iA *tN. MAY 2 1991 PERMITC NTER The TJL joist, and MICRO■LAti lumber specified in tnese :plans are to be manufactured by True Joist Corporation of Boise, Idaho. The products have been designed in accordance with one or more of the following: National Research Board Reports 200, 126, 119, 1 'Angeles City Research Report RR 22614. Any trusses other than those specified are to be bid as an alternate, and are subject to review and approval of both the Architect, Owner, and Building Official. Please refer to calcu- lations and load tables included in I.C.B.O. report no 119 which are on file at your local True Joist office and building department. +; Contact Trus Joist Corporation at 1- 800 -338 -0515 for your nearest dealer. a"9 cc 0 u. z II-- c) POS L L 4 . 1 3 T O IA E3 41:1: LQL tiil 1 2 (fl . I- Z c) uu 111; It ZS Imo g 0 2 d ma 0 Q. z z O hIMCILLE BUILDING DESIGNS REVISION 4" and 6" downspout collector line elevat ions and slopes may be field adjusted b djusted to olter suit finished site grading. Minimun slope is 2%. 15020 S.E. 46TH ST. BELLEVUE, WA . 9 80b6 DRAJNAGIE, NOTES_:. 1. Alt cOnstruction Arid materials Shall corrform to the City of l'Ukwi la Slandar and Specifications and King COunly Storm Water Design Manual, 1990 Edition, where apPlicable. Storm sevoer pipe shall be the follor4ing: NI 2 IIDPE wi th coupling bands. (*.MP shn 1 1 be a 1 um i nrim, 16 gage . rhd cairs and ,tbbs shall he Shop fabricated. pi pp shall he helicirl corregated aluniinUm. COhcrc PrOe Sbal 1 be rubber gaslteted, b e l l And spi got with bel Is rentoved from ihs fde catch basins. Pipe shall be non-reinforced pipe conforMing 10 ASTm C-14, Cis:3s tt. 1.()ntions aPProximal contrator damage 01 P i po bodd rocoMmond; !Of:king 0) Pi ii lengths are measured from center to center of structures. t 'Sha 1 1 be t he r espOns bi 1 i ty of the contractor obtain "$;tfeet Use ah'd Fitly other related Derinits prior tO any cons( rut On no and back( i 1 shall he per Mahriffiaturers t ehs Nxtra care Sha 1 I be taken to avoid dom*iihg PiPe. Easement areas Thal I 1 be restored to their existing condi t oh5 or het L pi Ur(n) completibn of cOhStruct ion. Roof and foot ino drains to be t ight 1 ined to drainage system. JOB # SCALE shown of existing utilities are o. 1 t sha i I be the respons i bi 1 i ty of the 1 0 (1( t 0 r mine t locatioh of any strch in the construction area and to prevent their Contractor to expose existing 12" storm line in 34th Ave- S. to verify elevations and leas ibi 1 i ty of p ropose d d es i qn. Engineer to be contacted if elevations of existing 12" storm line is h!gher than that shown on plan.