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HomeMy WebLinkAboutPermit 6831 - Brigadoon Ridge - Lot 5 New SIngle Family ResidenceThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6831 Brigadoon - Lot 5 5639 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 39 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6831 91-384 brigadoon ridge lot 5 5639 south 150th place Permit 6831 - Brigadoon Ridge Lot 5 TYPE OF • .. V -N UB EDI 1• (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: ❑Sprinklers ❑ Detectors on N/A UTILITY PERMITS REQUIRED? ® Yes ❑ NO BAR /LAND USE CONDITIONS? 0 Yes (P Publio rough Works) 0 N ZONING: CONDITIONS (other than those notod on or attachod to pormiUplans) CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (cfE3 PROJECT INFORMATION- SITE ADDRESS PROJECT NAME/TENANT Brigadoon Ridge ASSESSOR ACCOUNT # 109990 -0050 TYPE OF Q New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single - family residence. PR PEER (1` 751/VNER ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS SQUARE FEET OCC. SQUARE OCC. SQUARE OCC, SQUARE OCC. SQUARE 00C. TOTAL LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET USE::: FL 5639 S 150 P1 Lot 5 Lotze Worthington Lotze Worthington Gerry Slick LOTZECI14605 BUILDIFG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK' FEE . BU.I.LD.IN.G SURCHARGE >i> :AMOUNT 434:.00 Division >> DESCRIPTION 98188 BUILDING;PERMIT :FEE . 12509 Bel -Red Road 1/103, Bellevue, WA 12509 Bel -Red Road 11103, Bellevue, WA PLAN CHECK NO.: 91 -384 SUITE # VALUE OF CONSTRUCTION - $ 107, 989.00 PHONE 462 -7122 ZIP 98005 PHONE 462 -7122 EXP. DATE ZIP 98005 9 -25 -92 PHONE 840 -9802 IZIP . TOTAL OCC, LOAD APPROVED FOR ISSUANCE BY: SIGNATURE: CERTIFICATE OF OCCUPANCY NO. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th- •erformance of wo . I am authorized to sign for and obtain this building permit. PRINT NAME: Ro.e.ewr. e f,I COMPANY: , ZrE/ This'permitsh become null and;void.if the work is notcommenced within 180:daysfrom the dateo issuance, > :or 1f s. the work . suspended or abandoned for a period of 180.days from the last nspectic" BUILDING OFFICIAL DATE: 11t /[ q1 DATE ISSUED: DATE: -? PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) BY: (init.) PERMIT EXPIRES AMOUNT OWING ( i , � (:, PROJECT NAME YI SITE ADDRESS lei "3 15 S ITE NO. PLAN CHECK NUMBER 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) USE FLOOR;:: SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DE PARTMENT. BUILDING initil review FIRE PROTECTION: • Sprinklers • Detectors • N/A INIT: •/ 5.?5 PLANNING q /9/ / ZONING: 4L/ ISAR/LAND USE CONDITIONS? REFERENCE FILE NOS.:. 0 FIRE M PUBLIC WORKS 0 OTHER 14 BUILDING - final review REVIEW COMPLETED ci-q-ct) INIT: INIT: INIT: ;PPROVI Iq ROUTED rye BUILDING( °BRMIT APPLICATION TRACKING CONSULTANT: Date Sent - FIRE DEPT. LETTER DATED: MINIMUM SETBACKS: N- l0 A,.ly1 TYPE OF CONSTRUCTION: INIT: li 1 vN Q UIREMENTS, : 1 COMME s- UTILITY PERMITS REQUIRED? ("Yes PUBLIC WORKS LETTER DATED: ID- o . Date Approved - INSPECTOR: [l No TOTAL OCC LOAD UBC EDITION (year): 08/17/ 9C SITE ADDRESS SUITE # c- 5(.1 , ? 5 . 1 c-.5`,. P ((10 VALUE OF CONSTRUCTION - $ ---1--,-.7448,e- Ion) Qua . ASSESSOR ACCOUNT # toAtg+� - 0050 PROJECT NAME/TENANT FiiC L e P iLt �_r,A.- TYPE OF 0. NeW Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: S tno ((Am .I LI e.. (:) i (kin c tv BUILDING USE (office, warehouse, etc.) ) ) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? G. No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: `-7ci) Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER rv PHONE ADDRESS \2 �?06) ' c)- �k_Lk � '.Gk 1U .1_ .'1I -C uf 10 ,I ZIPni��U CONTRACTOR ::.7 am c PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # LUTZ e L 1 ILiLpUc --) EXP. DATE hc) 1 ARCHITECT C?;,eY (L 1.1( IC PHONE Lib , i� x0 Z ADDRESS ZIP CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER q1-58 BUILDL. PERMIT APPLICATION 6/ AMOUNT. .RCPT: # DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: 'TOTAL 6. : DATE q -qua : EXAMINED:;:THIS:APPLICATIONAND KN 1" � (3'APPLV FOR THIS.:;PERMIT DATE c.I i': HEREBY CERTIFY THAT.I:IAVE READNAND ..BE:TRUE AND CORRECT; :AND SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME 1 l G,C_i (A ADDRESS la_ CONTACT PERSON �r • Lo t 7C'. S 10 PHONE 4(r) a_ l� ��- CITY/ZIP be ` ogk,e1 PHONE � _— de)-- 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 (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS E] Completed building permit application (one for each structure) • • ; • 1 - 1 Assessor Account Number Two sets (2) of the following: • . : Specifications : . : ; •.• ri:StructUral Calculations Stamped by State licensed •Solis report Stamped by a Washington State licensed engineer Topographical survey : [..] Energy calculations stamped by a Washington State licensed '• engineer or architect • : :•:, .• •.:: ri Working drawings,stamped by a Washington State licensed architect, which include: : • . • • .• . • Architectural drawings' . • .• Structural drawings • : . . .° • • Mechanical drawings . • Elevations : • • • . • . Civil drawings • . • • • Landscape plan .• Completed utility pertaitapplicatiOnl(one for entire project) • : •:.. ••• • : • F Six (6) sets of .Civil drawings • . „ NOTE;:.!Spe utility permit applicatior:and checklist for. specific utility: submittal rnqufrements.. . • .• ••••',!••••. • . • , , , ,,,, , RACK perrOit application [] Assessor Account.Nt,rriber • Two (2) sots of plans which Include: Buliding fleor:Plan Entire space where racks Will be located Exit:doora,:::'• • Dimensions of all:aisles - Tenant space floorplan showing rack storage layout, aisles•and •• • NOTE: Include dimenSiona of racks (height, Width and length),.aisles •and exit ways on plan.:. . • .• Structural calculations stamped by a Washington State icensed engineer (rack storage 8 and over).:,. ' : •••• . RESIDENTIAL OTT SUBMITTAL CHECKLIST .1 : • ::. • NEW. SINGLE-FAMILY DWELLINGS/ADDITIONS . . • : ri Completed building permit application (one for each structure) ri Legal description Assessor Account Number 1 --- 1 Two sets (2) of working drawings, which include: .• Site plan (On plan, st;OW closest hydfarit location Foundation plan Irioludeacatias to building; showin Floor Plan • :2.: and length of acss) Roof Plan : • Building elevations (all Building Cross7;section :• Structural framing plans : • •:••• • • . • •::• ' Washington State Energy Code data • , Completed utility 'permit aeplIcation ri Six (6) sets of site plans showing utilities .: •:: . NOTE '.Building site plan and utility site plan may be combined... Seel': utility permit application and Checklist for Specific submittal requirements. Additional topographical and soils information may be required if UniqOo site conditions. : • • . ••••.:.• .• .• .• • •:. ::: • COMMERCIAL TENANT IMPROVEMENTS : , •.:. .• • •,..•":•• Completed building' permit application (ore ..„ „ AiseSpOr.'Account Numb!! : Two (2) sets of construction plans whlch include Site plan . . .... . tenant space . . . Overall building' - • "" " • " •••• • "" • " • NOTE:. utility Wark to bi.•aane; "SUomit _ P : • d ... r !.• • • :11! ... • .•.. ..... . .n. . . . . . • • of adjacent (common Vial!) tenant Overall dimensions of:building:or square foatage . . Floor:Plan:9f. proposed :tenant . iPa , Tenant space ptan with usa of each robrii tabelted Exit doors • egress . be domolished • ""' • • ConstrUction.details .• • • . •. • •, •••• -.•.•...• .••:•• •.•.: • •:.:,.•: and method of ..'• ." for floof:ancfbeiling.::. " • :• Structurciica7lculationp 'star by a Washington State llcensod engineer mey tequireci)f.sttuctural work . ... REROOF r Completed building permit appticatlon (one for each striicture) Narrative descnbing exisnng roof, material baing removed and matenal being installed NO7E:. A • certification : letter is requlred pnor to final insijOction; and slgn Oft Of .• RESIDENTIAL REMODELS. •■■•■■•••■ • " • ::. . . Completed building pei (one for each struture) • • . • . . Assessor Account Number Two (2) sets of worklng drawings which inelude • Foundation plan Roof plan Butiding elevations (alt views) Butiding cross section • NOTE 11 any utihty work Is to Wr done provide UtillVP.erMi • and Plane rnustbe . ..................................................... • .••• • -•..".•.-•'-'•'••••••:: . . ... • ;•:.: Completed 66!■CriFig for each Ass'essor Apcotint Narrative ciesc.riblrig existing roof matenat baing removed and materiel being installed ... NOTE: A certification Ietter.I�reqtirodprior to final Inspection and iign- off of the permit.' ' . . • . . CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUK(VILA, WASHINGTON 98188 TO: FROM: l 2t \ U _ DATE: `Sq -C rnbiZir CI 1 I Q g I SUBJECT: 110 i8, ra m •IY: 3r t adn C-0V 5 MEMORANDUM 6 � Errr-i( (o ias . oo Pr\ /434. Cho.(5Q. Teal t, l o to .'Sc I'IIONE a (206) 433.1800 f )tw , eiC • err . /1I / / vO - 7/1100-. n 6614 ' U oil v of i Q n Per i t (q41. - bwkkli r1 I s x $6 = I 0 i 50 .145 . 145 elo.ro,3ce Lto k lb. fO = (p, Lt14c • d 10-7,qv./45 Gat) L. I anIusen, Mayor PERMIT NUMBER DATE ISSUED !EXPIRED PROJECT. NAME/AOpRESS TYPE OF PERMIT DATE: SIGNED C3t"F wmF- ll ` (- a 1 Sri . BA o;) n Lot ( � � Y M.p.fes 5(f /1:t0 .5 15o Pt >�acc7A) tom, -a 'Q1 L(-t-.q )r1 adC or\ Lot L sand Pv1-fer, nq Fito 3 �' (moo P[ a 5 - as (..' [ -• fl 'Sr :y DJ, oo n L*� <K Cu rb C_ r t E)(n (D.3 ,S (5o P [ ccti5-ao` -co 5- l -- a ( l� [ Jqt 5C t C J acon [ --o'- % orrn trckan 5(P 3 c 1)C) P I 6a - ao %cl 5- 1 - Ra - ao9 -4l l l- [ - Qt 5ri cjc n L ()- - <-- S -ew kr 5(0 5 [5�� Pl 5- vq wmrP Oto-ct1 IA- l-ci1 E5 r aAnn IP\ Lc * i s. Luaster M" er 5( 9 3 fj I S0 Pt � 5- `- / l a LA - a11-g1 < <1 [�a 1 5(1 Loo 5 Lam\ f��terin y S (036i 5 (50 l='( 5- t a cry- ala-al 1 l- - Q 1 e r i a.ta_ L-ot 5 Curb C..uA- 5(99 6 (c� n Pl 5-- ( - cl a 5b - a )3 -q) ( l' ('q,1 Frt adoon • lrh - 5 3 "C) torrr■ 5- I - c'a Ova 5 [ 5 P ( brain att-1 q) (A ( - cu " Maon tio.ar �� I- q l l �. (_. q i Sc ( 5 [ 50 1 131`( o door\ Lot ,3 M: w�n =p.a at , W 'rnet.c 5 - (_1a [ S 7 P ( LA (1►o --al _ t SUtto S 1 0 f 1 UTILITY PERMIT LOG T I HAVE RE IS ApPLICATION A9 TRU E AND CORRECT Applicant /Authorized Agent Signature: \ c X--1 Ut I � c" cr l E.- Lo k z-. Contact Person (print name): 1" `�IC�k- ' 1 e_ Address: 1a-Sv'‘ . -6A- Lt_ >k Z. - 1?c)c. / S t U .. Print Name: Date: q kIj q \ Phone: 4 (y.4. -�, \;L� Date Application Expires: ','.►) Phone: 4(o a- - - l a.D. 0 Date Application Accepted: v i ,,Gi I CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT <: ;:;': Site Address: 5 LA? '3) S , 150 p16,0 e lNIFORMATION.. >::: Name of Project: gY i__ _ L� G7, n k t° Property Owner: 1-0 - 1 21' Street 17 Pie. l - e t2 cl . � Engineer: Street Address: Contractor: Scum P Street Address: King County Assessor Account Number: : REOUESTE :WATERMET DE < >> REFUND /BILLI :.:;. .:......... :.;:.::.....::::::. BILLINGS TO: >< ❑ Water Name: Street Name: Street ❑ Sewer DESCRIPTION <:OF PRQJ Ei El Multiple-Family Dwelling No. of Units: ❑ CommerciaVlndustrial MISCELLANEO� ( UTILITY PERMIT APPLICATION ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load 181 Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public El - k�c,( \...\\ El Hotel ❑ Motel ❑ Office ❑ Retail 1GG1 O b(.7 El Metro El Standby El Duplex El Triplex [.3 Warehouse El Manufacturing ® New Building ❑ Remodel/ INFORMATIO Square Addition Footage: \r-M King County Assessor's valuation of existing structures: $ ® Single- Family Residential ❑ Apartments ❑ Condominiums El Church ❑ Hos ital PLAN CHECK () s NUMBER: Phone No.: - 1 I 17 163 City /State /Zip: Bel in/ r, on C.V60 5 Phone No.: City /State /Zip: Phone No.: City /State /Zip: 5I Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ®" Water Meter / Exempt:- No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary:- No.: — Sizes' ❑ Other: Phone No.: 4 - ' io City /State /Zip: j'Naue 4.4\ c660s Phone No.: City /State /Zip: ❑ Other: ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHEC( .IST 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 orks 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. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and 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 SIDE: :WER O Type of pipe - conc bid, 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 backlit! 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 backlit' 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 has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the •tans are not a roved, the a. • licant will be notified b letter of necessa resubmittal re•uirements. IP • o act: a . 11. i Ititt ' i•ess . • . ! i, ype o nspectio Q 1l S 1 SP' ateCae : w. Special Ins ructions: Date Wanted : f / dr ' • Requester: ( � U ✓ Phone No.: 9dm --� tp n Appr oved per appilcabie codes. COMMENTS: eae1)1 N o.: !gi INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431 - 3670 O Corrections required prior to approval. nspector: l ate: '..'-. ' 2, 0,ii e 0 $30.00�REINSPECTION FEE REQUIRED. Priorr to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection: Dale: 0. CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 fir . A /. ppm. e : IL 4 al Instructions: COMMENTS: INSPECTION RECORD Retain a copy with permit 5 ),Pf PI ype 1 tcCae•. ^/q 7;— Date Wante Requester: Phone o. ..14"4 abolic Date: g3 1 (206) 431 -3670 PERMIT N0. Approved per applicable cokes; ❑ Corrections required prior to approval, + ;/F..BT ION FEE REQUIRED Prior to reinspection, fee must be paid at Jftrter Blvd;, Suite 100. Call to schedule reinspection: p.m 2•/. i t- ype o n: --r—L7r4 •r•ssr � S+ /5D o0 � 1 ', Date Calle : 5 cal .._ Special Instructions: , Date Want ...... , ,m; Requester. 0 phone No.: c C LL !h • INSPECTION` RECORD Retain a copy with permit CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #10; WA 98188 PERMIT NO 20 431 =36 Approved per applicable codes. 0 Corrections required prior to approval. :COMMENTS; ❑" " $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ro ec : A �:. ype o ns!:. on: G6e4 r Address; �r r . s 190 , L, Date Call .= ; p d..q 2.. - "// - 92 Spe aaInstructons: 1 err Date ante.: Requester: Phone No.: wonn 0. NSPECTION RECORD • `Retain a copy with pontiff CITY OF TUKWILA BUILDING DIVISION 6300 SoUthcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0,1+1'0' (206) 431 -3670 COMMENTS: ns ector: D. 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 IP s 4 0 9 ,A i MA l , ► �' ype o nspection: /.. . ,. /.s Sp =_ ►'a nstruct ons: Date anted: am. •.m. Requester: 0 i Phone o.: , ry Approved per applicable codes. COMMENTS: Inspector: I NSPECTION ,FIECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #109-;` Tukwila, WA 98188 Date: (206) 431-3670 ❑ Corrections required prior to approval. 0 $30.EINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tip w I ► . /, / r ype o nspe JI MENI I Spode! nstructions: V3 "�' 6-,--- . .�� Date anted: Z -- ( /C- am p.m. Requester: � Plane No.; 9ON -� o 2) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS:' Inspector: proved per applicable codes. O Corrections required prior to approval. o $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. '. ..rte .7.7 - t•.'1 4. Zr'r . ^, _9"1°°"'....rown... • (INSPECTION RECORD Retain a copy with permit e: v 11711 ype o nsped ory ./v U l C{ 0 Speda nstructions: Date Wanted: - " �'" I a am, p.m. Requester: Phone No.: 0) q , L0 Q 3 " rho, 1`Vir r4"r!at 71 ct `n ..r1 0 "A x ' 1 4 4 —5 o.: 0. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, ,WA 98188 c orrections required prior to approval, C].. FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date : Date: PERMIT NO. (206) 431 -3670 COMMENTS: /4. A gfic•a ►, ro ec ; • � � / / ype o nspe ion: I, (, Date Called: -- '5! -- of a- Address � q Special Instructions: Date Wanted: Z- 3 '� am. p.m. Requester: ii Phone No.: _94.5 4_.m � ..... (ReceptNo,: , 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit d . Approved per applicable codes. ER (206) 431- 670 Corrections required prior to approval. COMMENTS: /17d ✓t cY.tl(-742 M-ric AwA-y .426 v►A go L,+Str. r e ; 14 ,-F7,1 DA t. F H 7,1 g 144.--rs . ) .cam Inspector: Date: 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: •ro F A A I D t��I[ �± 41.<-- � � �"' 7 II �s .. i : ( , 5 f V ,�,� yf , p se n ' U' 4 4 ate a e': ' j /D 0 ip-., Seclat Instructions: Date Wanted: Requester: D� Phone No.: q `i`/ q ifa5 SPECTION No, Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98186 (206) 431 -367 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'roe g i . 6 ype o nspiti : /1 A ` i Date Called: Speda nstruct o s: Date anted: i / 11 U c i L a. p.m. Requester: 0 t ,. Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. t4 Corrections required prior to approval. COMMENTS: Recept No.: . .a*s 7r INSPECTION RECORD Retain a copy with permit / 1:79`7- ❑ $30.00 REINSPECTIQ FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 0 r, • /, / ariti tle ype o nspe tory mt/Scrit NO CA I 1 AddrEg: 5 , 5 (60 [ Date Called: / / — q / SpealnstructIons: Date Wanted: Requester: Phone No.: qq 7 _ eiefo. , per applicable codes. COMMENTS: • Receipt N - 07 — INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 • Dale: • • • „ -,r (206) 431-3670 0 Corrections required prlor 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. roe )etr pf),0 ' � l /,l 2 Type of-Inspection: be' f A14 Add 0 n Date Called; /; Speaal nstruct ons: L-of • r Date Wanted: ! _ , _ a 1 ( p .m. Requester: Q PhoneNo.: 9 Jb3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: P R IT (206) 431 -3.70 O Corrections required prior to approval. --gg" C $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ProJectea ao - . Type o nspect n: ,, Addre (0. 5. (60 p, IA ::,: fi . /: 0...6 Special Instruct ons: Date Wanted: ) / _ / .-9� ,�^� .m. Requester IC 0 Phone No.: q L q,,. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .,a. (206) 431 -3670 ❑ Approved per applicable codes. ig Corrections required prior to approval. COMMENTS: .. , . .r. r��-w •T. svt`r. , ao..r.n.- �•.- ._,..c..�.. »r. _iF�'N,^*".:��".c. :k't:4.:�,� Os' INSPECTION ..RECORD Retain a copy with permit D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Date: CITY OF TUKWILA 6200 SOUTHCENTI:R BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -384: Brigadoon Lot 5 5639 S 150 P1 I'IIONE # (206) 03.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME VA TLQi THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER C1 . 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 concrete. This procedure is in addition to any requirements for special inspection. Gary L. VanDusen, Mayor Brigadoon 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. Dear Sir: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUti WILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 SUBJECT: Brigadoon - Lot 5 at 5639 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -384) PHONE # 12061 433.1800 Cary L. VanDusen, Mayor Public Works Department has reviewed and approves the site plan for the subject development. This site plan approval, including stamped engineers letter, shall conform to all requirements of the approved plat. You are referred to other City departments including Fire and Community Development for any other approvals and requirements. Prior to beginning any work, your contractor shall verify storm and sewer stub elevations. Please call Denise Millard, Permit Coordinator at 431 -3672, to have the following permits prepared for pickup: 1. Land Altering Permit - 100 Cubic Yards (Permit Fee = $37.50) Land altering activities, including temporary erosion controls will be per stamped engineers letter and approved plans. Necessary temporary erosion control measures shall be taken to assure no downstream flows /siltation occurs as a part of your development for life of construction /restoration. 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Fee) This permit has been covered through the original plat approval. Access shall be provided at existing constructed apron. 4. Sanitary Side Sewer Permit (Permit Fee = $30.00) Contributions to public mains have been provided through the original development and plat approval process. Therefore no special assessment fee is required. 5. Water Meter, Permanent - 3/4" (Total Permit Fee = $260.00) (Regular Connection Charge - $60.00; Installation Deposit - $150.00; Plan Check fee - $10.00; Inspection fee - $15.00; Turn on fee - $25.00) It is noted that under the original plat approval, service to and the meter box have been provided and turned over to the City. Therefore, it will not be necessary to fill out the Bill of Sale side of this permit for your project. Contributions to public mains have been provided through the original development and plat approval process and therefore no special assessment fee is required. General Conditions: Prior to beginning any work, the developer shall take photos of all curbs and gutters, sidewalks, aprons, street lights, pavement and street signs. Provide a copy of photos for the City's inspector with an engineer's report identifying the condition of the existing infrastructure. Prior to obtaining the permits the developer shall provide the City a certificate of insurance for $1,000,000 naming the City and a bond for $ 15,000 to cover any damages to the public infrastructure. Please note this infrastructure is now under the one year warranty period under the prior development contractor. The Developer shall provide a letter to the prior contractor notifying him of the scope and nature of your work and time frame when you'll be utilizing the street area. Upon completion of your work, a final report shall be submitted by your engineer (including pictures) indicating any damaged infrastructure resulting from your construction activities. The Developer shall provide 100% inspection and monitoring throughout life of construction phase to assure no downstream silt or water damage occurs to public and private properties. You are required to fill out the attached Residential Sewer Use Certificate and forward copies to METRO. If you have any further questions regarding this matter please call me at 433 -0179. Sincere Phil Fraser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED R 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 X 4 Shear Wall Nailing 431 -3670 R 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 1 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 5639 S 150 P1 Lot 5 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIt:G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Brigadoon Ridge CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS ( J9S31 I � -ray (INSPECTOR COMMENT SECTION ON R 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. 09/14/90 Plan Check No.: -�' Project: REQUIRED INSPECTIONS SAN REVIEW COMM No changes will be ade to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. When special inspection Is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). CD 17.All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired Inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 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. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling X Wall Board Fastening 11. 12. 13. y 14. Fire Final 15. Planning Final 16. Public Works Final ,,� 17. Building Final Plan Check No.: -�' Project: REQUIRED INSPECTIONS SAN REVIEW COMM No changes will be ade to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. When special inspection Is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). CD 17.All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired Inspection date. On work requiring Health Department approval, It is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 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. LEGEND 8" o PVC SANITARY SEWER 4" 0 PVC SANITARY SEWER SERVICE --!� 8" P D.I. CL,455 52 WATER MAIN '44" 4 WATER SERVICE 12" 0 R.C.P. STORM DRAIN 4" 0 PERF. FOOTING DRAIN –" 4" P SOLID PVC ROOF DRAIN --- PROPERTY LINE • PROPOSED TOPO LINE EXISTING TOPO LINE --u— 30" UTILITY TRENCH • CATCH BASIN SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY ▪ GATE VALVE ASSEMBLY 1D CONC. THRUST BLOCKING o-13 STREET LIGHT MFE. MINIMUM FLOOR ELEVATION M2E. MINIMUM SEWER ELEVATION MR.DE. MINIMUM ROOF DRAIN ELEVATION MFD.E. MINIMUM FNDN. DRAIN ELEVATION LOT V;ZIOACIOON PLAN 1162 10 20 1 :20 40 PS 8. 150TH PLACE X1•.'1162 E. 204.0 196 b' CcILC I1i•1.K • • • 10 ' UTI�1 • Miw MFD.E r I) 6ToI `1 DRAIN AND SEWER AND WATER BEDDING SHALL BE CLASS "6" BANK RUN GRAVEL 2) MIN. COVER TO BE 12" ON ALL UTILITIES 3) PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARDS 4) TOTAL DIRT MOVEMENT TORE APPROX. 100 YDS. PROVIDE SILT FENCE AND STRAW A8 NECE88ARY FoR EROSION CONTROL. 198 cn J mom.. 16' ♦ Cp 6TO511 DRA CE W 19e N a1 .45' (gi APPROVED PER PUBk C WORKS LETTER DATED . ( �ir�� q�-- 1.o17 - woR'fit 4 INGTO COMPANI`r I.. .ti::2 ) r.rr1 i C} I-)ESI' 11T LL NI FIRE H PR.aNT B'♦ DIUi1 65 MMU4OL.E 195.95 1 . E UE, 1 1)4 98005 SUITE B1ENZ -5COTT Architecture and Plannlnq 2100 124th Avenue N.E. Bellevue, UJA 95005 883- 9118 temporary erosion plan silt fence placement The Plat of West Ridge Tukwilla, Washington SITE PLAN Lotze Worthington Company f C MECHANICAL VENTILATION INTEGRATED FORCED -AIR VENTILATION REQUIREMENTS PROJECT: v='.• , C' „► '� ADDRESS: 54.q S. )Sn rt LOT # S 1. INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONSTRUCTED TO HAVE THE CAPABILITY FOR CONTINUOUS OPERATION, AND SHALL HAVE A MANUAL CONTROL AND AN AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER. 2. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL HAVE A 6 INCH DIAMETER OR. EQUIVALENT OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT'ON THE OUTSIDE OF THE BUILDING TO THE RETURN PLENUM OF THE FORCED -AIR SYSTEM. THE OUTDOOR AIR INLET DUCT SHALL BE. EQUIPPED WITH A DAMPER, OR OTHER DEVICE THAT REGULATES AIR FLOW TO A MINIMUM OF 0.35 AIR CHANGES PER HOUR BUT NOT GREATER THAN 0.50 AIR CHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. THE OUTDOOR AIR CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED TO PREVENT THERMAL SHOCK{ TO THE HEAT EXCHANGER. 3. THE FOLLOWING CALCULATIONS DESCRIBES THE RANGE FOR MINIMUM AND MAXIMUM AIR CHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. AREA OF HOUSE X CEILING HT. X 0.35 / 60 m MIN. CFM REQD. AREA OF HOUSE X CEILING HT. X 0.50 / 60 ; MAX, CFM THIS HOUSE: VOLUME I3 CU -FT. MINIMUM CFM. `-' . 7 7<7 MAXIMUM CFM = 11 THE DUCT DAMPER HAS BEEN SET & TESTED IN ACCORDANCE WITH WA STATE VIAQ CODE TO REGULATE THE AIR INLET DUCT FLOW TO ... r n CFM MECIIANICAlr- ENSTAL-LER r i�.� O �NC�1N'C .�i2.INC•� NAME: fl tKi PF\tS L1..3 COMPANY: I1 r), ,1 1.1> VY) l ut - I? Cu . ADDRESS : T7 i ` 7 Cat - P` t i (..0 L . , f) 4 1Ci I o (,• 51 GNED : 1114e CL /41...pv ..PJ. i DATE: c/15>/q-:)..._ PROJECT: Westridge Homes DENSITY: Standard Widths 7 " Height: 4,5 " Duct Area =s=xma==a== == 0.22 Sq Ft Position 1 2 3' 4 1 »> 400 400 380 2 ») 350 300 330 3 >)) 4 »> 5 »> 6 )» 7 »> 8 )» 9 )» 10 )» 11 >)> 12 »> 13 )» 14 )» 15 »> • Remarks: t Bad duct run used anemometer at inlet. Filename: 93155 -05.F Test Date: 4-16 -92 TAB REP- C -9 -87 Copyright NEDB 1983 SYSTEM /UNIT: Lot 15 ALTITUDE: Sealevel Required Actual a=asadss =:s = =s:spm== :sa==x a - -= as Vet, 352 CFM 77 Vel, 360 CFM 79 4 RECTANGULAR DUCT TRAVERSE TEST REPORT a = =:n :cm ZONE: CORRECTION FACTOR: 1.00 7 8 9 10 11 12 13 14 Subtotal 750 700 710 = = = =x = m:s = x 7.2222 2222 Total FPM / Number of Readings = Average Velocity X Duct Area = CFM Final SP 2160 6 360 0.22 79 s==:=== a====== sa:= mmsamassmsa= maaaa: masasaaam amsaaa== a= as = = ==ssamsaaaaamssaaamaa=a=mmaaa =mama MACDONALD - MILLER CO.; INC. 12661 Readings by: BW / MH page of LIL.& - ric» I CRRTIFICAd►TION (TIifS CARD IS TO r1EMAN PERMANENTLY POSTED IN A %EADILY ACCESSIBLE LOCATION) THIS IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS WASHINGTON STAT ENERGY CODE, CHAP, 51 -12 WAC, REVISED 1986, AND APPROVED PLANS, I HAVE IN SPECTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: Lotze WoiThlntt Plan 7162 LOT 5 Address of Property ROOT=S • Type of Malarial Manufacturer (Or trade name) EXTERIOR WALLS Type olMatodal Certainteed /o.C. Manufacturer ter teintood/O,C. - (Or Vade flamer CEILINGS BATTS Type cd Malettal F1tstRGLASS BLANKET 427 Sq. FI. Covered BLOWN: FLOORS Dale rind Phew Type of Material En n wool 44 1I/Bag 772 SOFT Cover Type of Material Certalnteed /O.C. SUS ON GRADE Type of Material Wrdtr of Inwiation - __ _ _ Inohes FOUNDATION WALLS (W required) Typo ai Material • DUCT AMOR P1PE INSULATION Typo of Malarial Thermic 011 HEATING SYSTEM Type M Sy+tem [� NIGHT SETBACK THERMOSTAT INSTALLED O HEATING SYSTEM INSTALLED TO NO MOf1E THAN 150% OF DESIGN LOAD ❑ GLAZING • ALL GLAZING RAUAA'rED GLASS OR STORM WNDOWS PROVIDED O WATER HEATERS - ASEIRAE 00A-8O LABELED C7 WATER FLOW RESTRI TORS • ALL SHOWERS LIMITED TO 3 GPM C] INFILTRATION • DOORS do WINDOWS WEATHER$TRPPED OR APPROVED BY ASTM 203•73 Q INFILTRATION - ALL OPENINGS IN EXTERIOR WALLS CAULKED OR SEALED (] FIREPLACES - 0U'tSJDE AIR VENT (SDC SQUARE INCHES) WITH DAMPER TO F>IkEIIOX C] :LAB THERMAL BREAK CREATED • VAPOR BARRIERS - INSTALLED PER CODE REMARKS (il choked) 1 cell UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT, General Contractor (Build r) py _ , � c >441 Sub.Contrldor (Insulation ApplkaiOr) Ineulquard (k►sulaliun, Masonry, oto.) (Stalks 'SAME" 1 same as General Carib-actor) By STEVE i':ITZGEPALD Date and Place 41RtY92 Manufacturer CERTAIUTEE.D (Or trade rarrw) Manufacturer Enercon 30 R Value Manufacturer Cot tainteed /o,C, (Or trade name) Manufacturer Thickness R Value (Or tad* name) Manufacturer Thickness R Value (Or halo Ramer -- Manufacturer L��re,7>J t rvr.,Tm1,1„ I we • - -- .10 NA el Thtclawas R Wive The OWNER Input Output County RId tamed No. TT Icicro s 6 3/4 R Value 19 Thkknass 10" RValua 30 Thkktess 11 1/4 No. Boos 24 TI>1c4QMSS 6 1/4" R yaw,. 19 Manufacturer Sarno Thloknoes 1 1/4 RValue 3 (0t trade name) Contractor's Rog. No. 1ST 04. 1.9 This Canlradot'e Rep. No. INSIJL" 110CH GEOTEeci CONSULTANTS INC T e _ L - C� 1� 2 G / /Je -+ _ ' J 03., - -L 1 4 . cv _. A t t n .. ` MEMORANDUM 13256 N. F. ?" ah a (Nnrlhup Way) Suitc 16 &IIcvur, \1.1 `.: :Iy (206)747.56;8 D D Page I _ot .. y From _ 8ur..::�a. t F�, L614_ Date _1O /3D./.9/ . Project _ (`td� Yl.---- .__ - - -._ ____ _ - - - - -.. Job Number ....6)9751‘) ....6)9751‘) Subject ..'YicNfrstf4.. .l1JS .h....f . (.16'.1 :4Yt:,r. —. 'Fax Number _ CY/ yo rat (l- • uC57 ‘ C (./ lc. c „A t 4. S / of 14_ t 1OSed GU'�� 4CIaN de v t y ...µ t . 7A e. Dias &- a'c ou. r it roc cJ,'a; a pt. d d u,. e.1 li Av;cw WaS Vio (it,V ' h. 7 4 //044- k q 0 Octl<Ic.f . o./'1 6 rOSi 0 e c c- clIr"o 1 fJ 164/1 (1 4w.�raary' -fir use. ce.i f• i•� 6; dr.� r C :W.5 Le. 4iCh . / Z) Dt4 at'w.iV1 it a u (.f /s fit. t.); d r .--*).M i't y Q-vt d ...i a t ►^n SG t,J Q r .. $ r V e v. -Rt. 61 c.c b - OC.1.4 ,tL (4 t..) o3 -44 o vt S ct h ci f 4.142. Liwk o+'i 04- 4-1 P f Ci .54 r (.4 c.4 u r c. . ,3) 0 .2 -- c.t w, i K L 17 - i 4 - 4 2- (A l , 4 i C.5 4 5 S he i..c.3 r1 0 !n. 4 4 - 6^ e- p10+ p jU $4. 5 C e' G- p lu CcCI I P o-e- or clov -e t L.4) i -1-1.- + off) rouccd p /4p i) 0g44-c6.^; k e- is 4-(w dr o �C .lvS4 5 s Lot4) . c.v., . -ILA 004. f io k s oz. r c p 1,.. c..t.J i -. 4 60 nr.t;. 1oGa. lotA.5 o.S s 1,..0w^ O" -HA& p /0.4. 0 0.4...1.,.". vAS d.e..d /)\ o w i n�tu.a.�d ., -mac. f/a G wes1 /). c/6_ ) CL. � 1 P ro J it Ad ■ U, 4�-1.. to I L G� .. �� C-d u ;1 i u b -0-IT` G p(0-1 O� e ..o -G r Y s' lvcu iov S cr:nd e.,14.0LcA10 5 o-s t,,54-1( cp-s , r•; u.t -v-. firopc d Moor ..e c..)c.A i oeti s I C.v■ c a. co slo$ 1.e:- 1..1-4 i l r 4-Y P lo: n (as. ;1+ ) f flu (-el b r E 5 tN 1 z r c. • - Tk4S.- doe.“ w-r--N t_.,...).e ft. ,.,{. s . , -- d a s 0_ b(L s; s cc:. X_..AU1,.t 4- r o I ~CCTV =_'J CITY or: %L►,�t, u" 3 U PERMIT CENTER To _. Mtn. _. Pape 2 of y .. _ From _ Date Project . Job Number __ Subject Fax Number . 1-7, - .-1 CONSULTANTS INC +mac Q. sTr�ric - T or re.CoU•+►w iovN S CI cov,.L1us; o►,5 f roVi d{ d , vt -1n4 s /.e 1/er, ,4 i 4 &e d '7 e i f'ota r y , 'r s; o,1 /%,, "Tor /ocu'1 o., 0 1 s; h4 t61 `f ;i - KC -e 5 u/1 v7 r e. rt,s /c. H C o x 4'o / and 4& f k t z e5 5 AO (.4 / d f e A i 0, 1 e l v c •G dui' i r• y e'4/' c 4; ( 41 lc d .SC of % 0. or 5 2 Gd 1 H Is e.,$ ),I 11 1 13 1, -G d . Eio s .“1 o ,A `lt¢. l+u S de..scret b a c! adob a. h -1" -} ,:- .S b vµi .a (ct.)(i4.iol,"S ucv% o.re a,(.1..“r e. ) ;4. clr.-ars ,«f ; c.i e .44 6 :61Z- 610fe-- t S prov: 1 cc.d -roc -HA- P / G J s'o. w..)k!.r rG . +lc. f t el a s e c c.e. s: 44, , .c. e 5 Jo - & - o.44- S iLe r Lo l 4'4 roL 1 , tv J I Jb �� L . 17 o.fe- prop6s4o N to san14 cy 6eL.4.5cr (t Slope.s in GyfctSS 4.4 l5`% Ci4/ oC `Tu w∎ )la. wit! r71,4i rc, c:4 use- � t<t.4 L , ro 1� red. c ( fc -: vt- orc.µ'e �v () •t d PU G p,te • o,`feVe. 3) TGIF- /c o4'{e,. Ct.`� Sv�c.1b ✓ov, del on e �c���f� a►�f'c n / be- IA ck.1Lo! donee 4.0;4. 44,. cx,s 4414 p) a e, ��L• _� ' d e b y cc: GEOTECH S"; 1 hd H 1 - 1 1 :; I-1 ;'1 7-1 1 1'1 1 :: T, - 1=1 MEMORANDUM J3256 N F 211.11 51 (Nunhup W �) Suite 16 Bellevue, WA (206) 747.:+1116 1'1 I-1 1 T i=. .... T = — 1 •'i 1�1 To _. . CONSULTANTS 1 NC • Attn. _ .. From ProJeci cc: c G EOT EC H SubJect Fax Number y� W ;. e 4 /: yam. V, .4 c/r, /� elay , / �; o f s P r`co;dcc ` s'�it tom- p/0 pa µS Ott SiSr ;'> - `7 .• - M4.45 cv, -Ft� / J 1a. ph ' d 4.05 7 di, we o ys g. ice 0.4 ea5sil ;de. 04. 4/.4- ... y �;1.4. , b. loc.,.4 4.d �.. w�} h dea 61-c- /-( 42- ptcm.,5 cif; 0./ Joy/ 4 / 1 ClcAV 1 Gil /d i p in d D &r C.c.A51tr(.4-G4.:or, ac_4; .. 4i e$ Sµ6G4..1 st b.,e. per (0l: -d ,N G4CCof Cla.KCc L 4-1,.„.. u ) i t p f 6G01/ e.e.1) r ica / EVC,Jlk« rit F• am act 29 4 da e a /4l.<<ju S5.1 28 J 1989. .. -r 704.4 / f av∎ y cyacet -ior,5 Or id, u,l rc. a�GcS /� o E1 4 "�u? 1 l V 'ovt / / /CAS 4r. Co.4 V u6 - / I I n a .ca t,,..)L•cre. RR ... 4.r06ior% CoA`t' fo % 6;14' 4cv■ct I 6e•toc L,ed +0 I) r0U,8. c e accss , a. vvu.i G g c u -o.te Sp )I .. 404.4 lei 6e; P to c a c� crc I) 4.A.I _ brcm..Ln • Palie Dat Job Number MEMORANDUM 13256 tv'.t? 211111 tit (NurtItup Way) Sultc 16 Bcllevuc, (206) 747 5618 ntangtoe Signed and dated at 73 of U / ' 19y/, 7 .. In Depositor ASSIGNMENT OF ACCOUNT Bellevue 10525 NE 6th Telephone: Financial L ,'er P.O. Box 426 (206) 464 -4855 Bellevue, WA 98009 This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthinoton Company Inc. The undersigned does hereby assign, transfer and set over unto City of Tukwila all right, title and interest in and to 515.000.00 (Fifteen thousand Dollars and no cents) of Account No. in the Bellevue Main Financial Center of Washington Mutual Savings Bank, in the name of Lotze Worthinoton Company Incorporated. with full power and authority to demand, collect and receive said deposit and to give receipt and acquittance therefore, for the uses and purposes prescribed by City of Tukwila. It is understood and agreed. that Washington Mutual Savings Bank holds the said account in its possession and agrees to hold 515,000.00 until a release of this assignment from City of Tukwila is received. , Washington, this day ACCEPTANCE The Und- - signe.d hereby accepts the foregoing ASSIGNMENT OF /0A-2 r ank Officer for Washington Date Mutual Savings Bank Date nv n r ,n A ..,.w.. nvN,. k`rX. ^.,y,.e �...alt•iV at M,'•$' "Ri .'M%N.f�. :�G .l.Oit'� /U:Z'r : :,�i4 �y nJ ' ' ✓. K 4 .:: < �C• ^K . )n!. '. • � C''.O V,i r:L y N:•r. { •� ..�.. THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND ,: :t••.r:•.vrl �:•..4:a .,bC , ' C! ..�;,.:C•v ..�...On•X:in..i...; .r;; ...in.. � /.::: I`..:: <�::::.:..;: .i.•, . �,�, .;..v,.:it4:(:� „+ ..d..%:i'�t:� >:', .i.: ;:a» .4ww : {:�� ";!:<:Q'!! :, "Y •:• •.h,.. .. : : A ` '« -.4 � ' +4 .4.L,! i:;Y'Y ::: :FT4: ,:.i.i: .%` ::i n: ?:: '.: ..: >'�. r.4.4r •Y: .1•✓ 'S' :C Y' S' Sk D„'` 1� `�:•.:Ai<.,Y,41 <: <c.i,.:<2ika. ✓.:.,::..•..t�... ...•t!.., •.S'...,.,,.�::Qt; r'• "Y::',•q:4x ,,Yia� > ✓..• '.��Z;. ys�::�i:ia•.Y:: >i 5.. ..r�A T.. ,<;!:' ^' :3 .k�. L , ir. � . g�.f:��. � g ., p> :? Y�R. A.{ i,....::. d:<• rw.> rnv�4.•: ar. �>.<. rr,•. t•..• x'✓.•, x�fsii✓ n• nui�. t:;;., G,rnn:.s:b:l�,'+:o•c�q,• «..o.,i �' trn, Lr,' ��� :.n,a >:✓✓:4r...r..•:..,.ti�r. �o:l:', ��OX":kiaeGU2!�t: nil; ��i, rii' k: �fi�. �tdDf,: si.'e:+ 6TiiGf7 ,f,.�.r.T,6Yn��.w:ow:��r.... THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POUCY PERIC. INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT V.1TH RESPECT TO WHICH TN CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERPIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, coi TYPE OT INSURANCE 1 POLICY NUMBER 1 POLICY YFTTCTIYE POLICY EXPIRATION LIMITS LTR t 1 DATE (MM/DWYY) 1 DATE (MM/DD/YY) i • GENERAL LIABILITY • 1 ? ! GENERAL AOOREOATE f 1,0001000 X I COMMERCIAL OENERAL IIABtLZT'Y 1 1 I I PRODUCT - COMP/OP AoORr I f 1,003,000 mr i CLAWS CLAS ).(ADE X i OCCUR. 1 1 1 PERSONAL A ADV, DUURY 1 1 500 000 A:`°t °X' OCCURRENCE 1 09/25/91 t 09/25/92 500 000 1 OWNER'S A CONTRACTOR PROT. : j 1 EACH OCCURRCE 1 f ! t 1 FIRE DAMAGE (Any ale Me) , I , f 50,000 t t ? • MED. EXPENSE (My ono per o) ; f 5,000 A S A AUTOMOBILE LIABILITY 1 i i t t COMBQ.'ED SINGLE 1 i LXCE5S LIABILITY 1 1 EACH OCCUILENCE ' $ : 1 UMBRELLA FORM 1 1 I t I ; { i AOORFAATE S t ? ' S''"'`iti'4�k "��' 4 .,F ,:•�:o:�.' e ,f k 4`l qi! ki, Z� "• OTHERTHAN UMBRELLA FORM 1 i < t . �y� J'' t � t k.� oivvt'• x: 1+ r.• Y4i2• �: �; 4i.'✓ b4, is��F'' it{'! Yf �Rni :�i�":F�ti } t 1 1 1 I ! i S STATUTORY LA4TTSratg$';,r?oc k OTHER i 1 RECEIVED ` I CITY OF rUKVVI i RE LA t C /ry CE 0 l i 0 ` .1 ii Q C i . ,- S I C DESCRIPTION OF OPERATIONBA.00ATION9/VE1nCLEa s 'ECIAL ITEMS 1 3 / ZA PERMIT CErvrER P ei rcE iy;,� . NrE ..f .1. .l. ../ t • i.4•,. ' t i;iiC :•+: /'t•. isYn:,,,:C. ..y.`:.. ✓.: LEFT. BUT FAIWRE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR � AUTHORIZED R$PRESENTAT[V6 .J r ... . r •. .. J r ,;j..- (:4i k0.UU1 r.02 ?.C � • • a l s •••• i. . € : :• , i , �,;. i:t > ..:8:: :,t:i.a.� ,, . Fi..:(> z:<: ,': ...,.w.:.. ......... ✓• • 4. ••• ✓... ••• September 30, 199:1 Robert 13enecli.cto City of Tukwila, Planning Department 6200 So)at hcent er Boulevard Tukwila, 1II\ 98188 Re: 13.rig%ldncln Ridge We propose to comply with the ventilation and indoor air quali.ty code at this project in the following manner. 1) Install. 13raan idodei 364) Exhaust Fan in the hall bath. The :fan wi.11 have .:a minimum 5" duct, a maximum of 50 feet of run and a maximum of 3 elbows. The duct will be insulated to a minimum of R - 4 and connected to a roof jack or wall cap. The fain will be controlled by an automatic contro]. with ,a manual switch. The Bi ann 11odel 360 Fan has a sone rating of 1.5 nnrl ,?I C.P.H. rating of 100 nt .25 inches of Water gauge. '2) Fresh lair 011 be provided thru the forced-air heating system. 11 motorized damper will be installed to regulate the .Clow of . exterior air into the structure when the fan is engaged. ' , The duct \•rill be 6" in diameter and be insulted to a minimum of R-4. The motorized damper will limit the air flow to .35 to .50 air changes per hour. . Thank you, crrY oPT IAVO tA OCT 2 PERMIT CENTER 1.(_Y1`%.1 • \ \'OI''1'I I IN( ;TON CC)1111'ANY (;I'NI':12A1.(:ON'l'I \ "I' u • 1'2 16\1.1'isI'A'I'1:1)b1YDil:()1'.Il N'I' • 1:2.109 11b;1:1c 101) • 131 %I \'1)I , \ \'A O04005 • 120(1) 4lt:2.71 .12 • l "AN woo) -I54..207;) • f PLAN REVIEW NO. 91 -382, 91 -383 September 19, 1991 7/Atia V/5/f/ CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PROJECT : BRIGADOON RIDGE : LOTS 8, 5, & 14 ADDRESS: CONTACT: MICKIE LOTZE The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 1. AS OF JULY 1, 1991, THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT. THIS CODE REQUIRES A MECHANICAL VENTILATION SYSTEM IN ALL NEW CONSTRUCTION OF RESIDENTIAL OCCUPANCIES. VARIOUS METHODS ARE AVAILABLE TO PROPOSE COMPLIANCE. THE PROPOSED METHOD MUST BE SHOWN ON PLANS. 2. GROUND COVER AT CRAWL SPACE TO BE SIX MIL. BLACK POLYETHELENE. REVISE NOTE AT FOUNDATION PLAN. W.S.E.C. SEC. 502.1..6.7 3. PROVIDE DETAIL AND NOTES ON PLANS TO SHOW HOW ATTIC VENTILATION WILL BE ACCOMPLISHED AT VAULTED CEILING AREA. 4. CRAWL SPACE ACCESS OPENING IS REQUIRED PER U.B.C. SEC. 2516 (c) 2. SHOW PROPOSED LOCATION ON FOUNDATION PLAN. 5. A FIRE RATED OCCUPANCY SEPARATION' IS REQUIRED BETWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC 503 (d) EXCEPTION 3. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION MUST BE PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. NOTE ON PLAN THE METHOD OF PROTECTING GLU -LAM BEAM OVER GARAGE AREA. 6. RE: ROOF FRAMING PLAN, SHOW PROPOSED END BEARING FOR 2 X 12 HIP BEAM (AT VAULTED CEILING AREA). CLARIFY PROPOSED LOAD PATH. 7. PROVIDE NOTE TO PLANS TO SHOW PROPOSED METHOD OF ATTACHING BRICK VENEER TO FRAMING. METHOD MUST COMPLY WITH U.H.C. CHAPTER 30. September 19, 1991 PLAN REVIEW 91 -382, 91 -383, 91 -384 PAGE 2 PREPARED BY: ROBERT BENEDICTO, PLANS EXAMINER 8. FOUNDATION ANCHOR BOLTS ARE REQUIRED TO BE EMBEDED A MINIMUM OF 7" .INTO CONCRETE. TEN INCH LONG ANCHOR BOLTS CALLED FOR AT DETAILS WITH MULTIPLE SILL PLATES, WILL NOT PROVIDE THIS EMBEDMENT. INDICATE APPROPRIATE LENGTH BOLTS. 9. PROVIDE STRUCTURAL CALCULATIONS TO QUALIFY THE PROPOSED LATERAL BRACING DETAILS. CALCULATIONS TO BE PREPARED BY A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT. 10. DELETE REFERENCE TO NORTHWEST ENERGY CODE FROM PLANS, AND REVISE CONSTRUCTION DETAILS AS REQUIRED TO SHOW PROPOSED THERMAL INSULATION REQUIREMENTS AS SHOWN ON ENERGY CALCULATIONS SUBMITTED WITH THIS APPLICATION. 11. GENERAL: DELETE OR NOTE N/A ALL DETAILS THAT ARE NOT APPLICABLE TO THIS CONSTRUCTION. 12. ENERGY CALCULATIONS PROVIDED ARE BASED ON A 1559 SF DWELLING. THE PLAN SUMMARY INDICATES A 1652 SF DWELLING. PLEASE CLARIFY WHICH IS THE CORRECT BASIS AND SUBMIT AMENDED ENERGY CALCULATIONS IF CALCULATION BASIS IS INCORRECT. * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW NO. 91 -382, 91 -383 & PROJECT NAME: BRIGADOON RIDGE LOT 5 PLAN 7 LOT , PLAN 7162 LOT 14, PLAN 7162 DATE: September 18, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K. PER TABLE 5 -A, RE: CHECKLIST BUILDING HEIGHT /NO OF STORIES: TWO FLOOR ARRA: MAIN FLOOR = 871 SF UPPER FLOOR = 781 SF TOTAL DWELLING = 1652 SF + 400 SF GARAGE OCCUPANCY LOAD: 1652/300 = 5 EXITING REOUIREMENTS: RE: CHECKLIST c 36z 91-353 9C -38+ R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST V� SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT �LESS THAN ONE SIDE. ��V / SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. V , SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. isrV SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE APPLICABLE AND ARE INDICATED. - FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVIISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON PLAN A)D MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLAN & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. FNDN. PLAN FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALL FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS, DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. 5 144FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 ES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.'C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). R -3, PLAN REVIEW CHECKLIST - PAGE 2 ROOF PLAN ALL ROOF FRAMING IS RAFTERS AND HEADERS. GRADE AND SPECIES PLAN. ROOF PLAN METHOD OF PROVIDING NOTED OR DETAILED ON THIS PLAN SHEET. U.B.C. SEC.3205(c). v, FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1212. FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. SHOWN INCLUDING TRUSSES, OF WOOD IS INDICATED ON FOR ROOF VENTILATION IS PROPOSAL COMPLIES WITH ATTIC ACCESS A 22 X 30 INCH MINIMUM ATTIC ACCESS OPENING IS PROVIDED FOR ALL ATTIC AREAS WITH VERTICAL CLEAR HEIGHT OR NOT LESS THAN 30 INCHES. BUILDING EXTERIOR ELEVATIONS 'ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. e 1 •- V462 ,i BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL,y STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. R -3, PLAN REVIEW CHECKLIST - PAGE 3 0 BRACT CONST G STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL UCTION" PROVISIONS OF U.B.C. SEC 2517. STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BE N BMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. GRAVIT STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 ( ) HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL B EN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS DECAY CHECKLIST PREPARED BY: ARE NOTED OR MEMBERS HAVE RESISTANT TO GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. . DATE :"1 -I � WATTGUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTGUN5\PLAN7162.WS HOUSE ID: Plan #7162 =,z==== Site: Lot 5 Brigadoon Tukwi1la, WA Homeowner: Same • Mail: ° Builder: Lotze-Worthington Company Weather Data: Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 == ======== ==== ========= ==== ======== ==== ======== ==== ========= ==== ======== ==== == | 1 The PROPOSED design *COMPLIES* with 1991 WA State 1 COMPONENT PERFORMANCE \ ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component ----~------- Floor Glazing 01157. Doors AG Wall Ceiling Infiltration Gtruc Mass REFERENCE 379 9.20 Description R19 vented Joist 16oc 201 Vinyl 1/2" Wood 1-3/4" solid panel R19 INT T1-11 R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls _ • Analyst: Jurisdiction: Tukwilla, WA Utility: Floor Area: 1559 ft2 Energy Code. PROPOSED 351 Btu/hr-F 8.11 kWh/ft2-yr Reference Value X Area = U-0,041 U-0.650 U-0.400 U-0.062 U-0.036 -----~---------------------- Reference UA Value ________________ U-0.041 U-0"540 U-0.390 U-0.061 U-0°036 ACH-O,350 Proposed UA M~3.000 UA 1063 43.6 233.9 152.0 20.0 8.0 2182 135.3 1112 40.0 379 X Area = UA Items in parentheses not included in COMPONENT PERFORMANCE totals. ==================================== Page 1 '-------------~---- 1063 43.6 234.0 126.4 20.0 7.8 2102 133,1 1112 40.0 13208ft3 ( 84.6) 351 1559 4677.0 WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7162.WS HOUSE II}: Plan 07162 HEATINB/GOOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: 80 % Modified Efficiency: 63 % Heating Load(at 44F dt): System Size: Maximum Size @150%: Average Annual Heat: Annual Cost: 350 Cooling Load(at 4F dt): Recommended Size @125%: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION PROPOSED South: 58"5 ft2 Southeast: 0.0 East: 58,5 Northeast: 0.0 PROPOSED Gas Furnace Payne 376can048075/ 22458 Btu/hr 22458 Btu/hr 33687 Btu/hr 63 MBtu Ventilation Type: Non-Heat Recovery Option: Option 1 19970 Btu/hr 2.3 tons • Partially Shaded North: Northwest: West: Southwest: Location Avg Rvalue Surface Area Vented cra»v1space R- 8.0 311.8 ft2 Vented crawlspace R- 8.0 • 62.4 ft2 PROPOSED 58.5 ft2 0.0 58.5 = Econpmic'and energy consumption estimates are designed for onpa ati.�a` purposes:pnly, :Actual cost for heating will vary depending on weather conditions, occupant lifestyle and'other factor's. ' elevations lotze worthington crane design PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. LEFT ELEV. 1/8" *CONTRACTOk NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. . The soils engineer of record will be retained throughout the construction phases as necessary. Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted . to dry season construction (Mid June thru October). A schedule shall be provided outlining dry season — construction. A temporary erosion control plan shall be part of the submittal to mitigate all - potential erosion problems associated with the construction of each private unit. (3) three Deciduous trees shall be planted on each lot prior to final approval of the building permit. As a n requirement to the Final Plat approval. • - stand that the Plan Check approvals zre To errors and omissions and approv, pi; does not authorize the violation of code or ordinande. Receipt of con:: , of approved plans acknowledged CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -.-- SUBJECT TO CRIMINAL PROSECVTION. ito ha. tat I. „ *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. (11- 21 •All headers to be: 6x8* /2 OF or 6x6" 01 DF (2x6 stuclwalls) Unless otherwise noted. •All exterior & garage warm walls to be 2x6 studs. •Contractor shall check and verity all dimensions prior to construction. r> See sheet S-1 & S.2 for construction & nalIff speolications. gill interior walls over 54T refer to note 4/S-2 *Gutters & downspouts to be pi ovided as reqvired by code. •Double joist under all parepeling walls (if over 5%.o^ or 6•0' that do not stack over walks below ce special beams) and nail together with 16d at 12- o.c. stag- gering between members. •All baits must extend ate min. above dale. or single mudsdls for washers and nuts. GENERAL NOTES: GENERAL NOTES . 1. FOUNDATION VENT 1 NG PER U.B.C. ft. 150= 5 q . ft REQU I RED , 4 " . 50 ad 1 1 RECEIVED VENTS REQU I RED , CITY OF TUKWILA OCT 2'w COPYRIGHT@ PERMIT CENTER DATE: PLAN NUMBER 7162 a BRUNING 40.22 OS , • • I I 1 2 I 1 11 1 , a:114 7 01 els trfl T T if. nIT k lo . • 6 No.18 1 1r s ar BRUNING 40 22 pRiNE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION. 4x11PCICI 1b Q0 1'C 5.. . A eO 4¢• o 2.)4- Cox12 �nA n CS 141:) 27 t-ipm -6 1.2 nsions Shall Be Checked And Verified Prior To Construction. 1111111 1111111 T z i'l "f i 71T TIT . I , dA cjT LOWER FLOOR PLAN 1/4" 1111111 I ' l l 1111111111111111It11 2DI h•i-v22 10 -& ' 111111111,1 5 No.18. .,. .. ;. . 27}pp4 22 C27 �Pa � p Z2 •AU headers to be: 6x8' 1/ 2 DF or 6x6' k1 DF (2x6 studwaUs) Unless otherwise noted. , At exterior & garage warm walls to be 2x8 studs. -Contractor shall check and verify all dimensions prior to construction. I� See sheet S•1 & S -2 for constnrction S (/ nailing specification:. •AU interior walls over 5• -0' refer to note 4/S-2 •Gutte:s 3 downspouts to be provided as required by code. •Double joist under all parelleUrrg wads (it over 5••0` a C-0' that do not stack over was below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. -AM bolts must extend 3/4' mint above dWa or single mudsllls for washers and nuts. 0 GENERAL NOTES COPYRIGHT© LIVIPJG AREA tvtAi6J f3"11 sc F o r R Zi I s . > T� � . lv 2. qi a 1 CITY OF TUKWILA APPROVED OCT ,1 1991 EUidiNG DIVISION RECEIVED CITY OF TUKWILA O C T 2 1991 PERMIT CENTER z 0 i= U w z 0 a w w cc 0 co co w -j 1 1- w w co 2 1-- w 0 z 0 0 CC Q. w CC • RANE DESIGN, INC. RESERVES ?%11 LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CiIMINAL PROSECUTION. l :I °CONTRACTOR NOTE — Al! Dimensions Shall Be Checked And Verified Prior To Construction. 1 -Ail headers to be: 641* 12 OF or US" 11 CIF (24 studisaNs) Unless otherwise noted. • -AI ederior & garage warm waits to be 2ds studs. -Conuactor shall one:* and verily al dimensions prior to construction. [) . See sheet S-1 & S-2 lor construction & nailing spocitications. -All interior weAs over 5-6 refer to note 41S-2 -Gutters 1 downspouts to be provided as required by code. •Da1.1111 joist under all paralleling wale (if over 5 or 6-47 that do not stack over walls beim or WWII beams) and nail together with 16d at 12 Gt. Sitig- goring between members. -Al boss must extend 3/4" min. above ado. or SOO mudsdls for washers and nuts. CITY OF TUKWILA APPROVED OCT 1 1991 invivinq 4q 27 • • . • r A A CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE — All Dimeosions Shall Be Checked And Verified Prior To Construction. UPPER FLOOR PLAN 1/4" GENERAL NOTES •AU headers to oe: 6x8' tt2 DF or 6x6' 01 OF (2x6 studwal's) Unless otherwise noted. •AU exterior 3 garage warm walls to be 2x6 studs. •Contractor shall check and verily all dimensions prior to construction. D See sheet S•1 3 S•2 for construction & nailny speatications. •AU interior walls over 5'•0' refer to note 4/S•2 .Gutters & downspouts to be provided as required by code. • Double joist under all parellethg wals (11 over 6•0' or fi -0' that do not stack over walls below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. - All bops roust extend 314- rein. above dole. or single mudsdHs for washers and nuts. COPYRIGHT© RECEIVED CITY OFTUKWILA OCT 2 199I PERMIT CENTER a • r • • opip.4.4.0! DATE: DRWN: SHEET 5 6 OF PLAN NUMBER 7162 REV: BAUNING 40 22 1 11111� ,� ���L.12 i Il ITIl. 1��I�111t 4 tit 1�tItlTf t�ta�llliflt i ii ... NO. 18 e .✓ L1 � ` :�I �?E�i ?Ji i :; +Iii,, 01 i l6 lit , G I17 • 1 I7 1w3lr .. ;1 :t SHEET 6 PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT -TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 5 TRUSS NOTES: ALL TRUSSES Shall carry manut. stamp & be installed & braced to maruf. specs. Will not be field altered without prior BLDG. DEPT. approval of engineering talcs. Shall have design details & drawings on site for field inspection. All beams & headers to be 6 x 8 U.N.O. Provide screened blocking over supports. Shaded areas frame over. COPYRIGHT@ CITY OF TUKWILA APPROVED OCT 31 1991 E iLDING DIVISION RECEIVED CITY CAF FUKWIL A OCT 2 1991 PERMITCENTER z O 1- w co cc a } z 0 J w 11. tr 0 J 0 O 1-- 1— U w D rn era w -J Y 1— w w U_) I-- LL 0 1— U L3 0 tr w tr CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 111111 r' ' l RECEIVED I�i��ISIOR! CITY OF TUKWILA OCT 2 1J1 1 66666 I so ni 100 ® 1roz. 100 8 CC. -- 3/4r Tr0 PLY $HT 2XP P.T. MUDOW.L W/ 11/80410' .L e 4'-o' O.C. 1 140 OoWT. visor d ®a' Wfil It-to RIDGED INS MBE WOWS ONLY. X .4 OONP REBAR ,Pip BASEMENT SLAB PLAF! 2X( P.T. WOW. 1/ O tlef' A.S. • 4'-4 of CORNER WRI�IIN 1 . V NR6. IREATI4JEEN VAPOR BARRIER 1? CLEAR-SEAM TO EAR1M CLEAR -8 TTON OF 4T EA 114 244 COAT ROAR USE ipdo van R£LRW • "O.C 0.H. PER Iii•r0.C. OR EQUAL U 216 OR U1 HOMER • XX 4 STROIGER DOS .� „ 1!D • if O.C. MAX BO. 4' O.C. MAXE!L 2X RIM JOIST 5 /0r PLY COYER 4-130 I1410 ALL JOIST ENDS R9jp INS SUPPORTING WALL OR FOUNOT Oi Malan LAW WPM X 311 A'�'� (NR PLl • PIAICED ems WAX 3e to 'READ NOSING 6LDCit STARS, ONE W 14100L.E OF RUN BETWEEN STIO N'IERB • AdONO FUN. TOWN Rt7a A TO & BOTTOM UNDER SPACC MRS I HR FIRE COW'. MCA -r Oa k& MAX RISE 4 1441 TREAD 11'. R -' O MTT INS 100•` O.C. io O.C. WAX z to z h 10 ATTIC WSULATIOtd ARC C p.E51ST. 1 /Z' Gwti (TYP) 10D • 0' O.C. EDGES 6 1d' O.C. FIELD e TiO PLY SHTG owl 3 dk NAIL L.D. 2/1 R� 4� I1ATT 1913 VI / V. FLOOR JOIST PER PLAki 4 TfP POST & BEAM PTAIL TIES GO GRADE axe. » • 1( O.C. I GO • ir O.C. RII JOIST 2.318 P.T. AAU')5M1- 1 .4 CONT ROAR 5 /6'0X10' A.S. • 4 °-0r O.C. ANO WITMW 12' OF CORNED WHO 61141CK V1,14 PREARDE 4 LIP D UNDER .4 IX VOWELS VAPOR BARRIER 2 .4 C®WT ROM #4 CUNT REI MR • '2.4"0.C. R- 508ATT INS. 2X4• STUDS • 1( O.C. SUPPORT YIA P€R�PIM ORSIM CLEAT ( YLDE - (PC EWE) .x( SUPPORT POST 00 FELT 1/2'0X2' DRIFT PIN CORC RHEA -PER PLAN (OR Tall POST NtCROR) . (p RdIL VISQUEJ;N X1 0 2 AEI • 4' O.C. 1/2'B e 4 CONC. SIAII OVAL ALL 3 .4 COPT. RUM WITH NOT LISS THIN FRONTS OBL PWES • S41EAR WALL OvER r WOE. ••I GO1.41 ryr..!!►1J:. Ne stela • 2.4' flEGARAE FOUNDATION ATTIC vF 41kA110N 1 / 150 OF SPACE i3 µp 1S 32/1 G TRUSSES S • RAFTERS PLAN CEDAR SHAKES ON FELT 1 X$ SP SWIG COX KWO ON MMEO #4%fAS 2X VENT BLOCKS W/SCREI IMF R.SI. CEDAR FASCIA W/ OONT. UTL GUTTER DB 1. TOP PLATE (SEE 68 SHY S-1) EXT. WARM VIAU.S -2X0' $T18OS • 11' O.C. ova R - 9 BAIT MIS. W/ V.B. 1 /r COX PL E10. (SEE PLAN FOR MdA UNO) sow: POI PI M •Q 2xf STUDS • Is* O.C. R - BATT INS. W/ V.B. R-6 STYROFOAM BD. DIACONAL STL. BRACING TOP FLOOR ONLY. LI FFL ) SO O L L D SHOT. PER BOTTOM/ PLATE 2X RIM JOIST TYP WALL SECTION llll' 3/4' Ti13 PLY Siff R -tiD IfdS. NEKT) TIT I Ell 16 , ...,I9 , • f IEELL/ S A. FLOOR LIM 1 AO 40 PV (((T LOO O � w C. SEISMIC ZONE 3. V650.14111 D. WIND LOAD 22 PSF E. SOIL b( J4 NG CIW .11Y 2000 PSF ASSUMED. SO L REPORT REQUIRED ON ANY QUES110NERLL SOIL A. ASSUMED MAX SOL M. POUR FOUNDATIONS REWIND LY ON W TURKED SOIL. VERIFY) C. UNDER FLOOR SL 44 COMPACT FELL TO i1AR Ie1W 3 FOUNDATIONS NO FLOOR SLAB CONCRETE SI&Mi. BE TO 2 PSI] 2000 PSI. WAXINUM WATER TO CEMENT HAM S SACKS OF' C+:'M, DENT PER CUBIC YAM OF CONCRETE NO 1-3/4 GALLONS JST WATER PER 84LJA. SAW OF CI: Ti 2 O A; �'U D C014- MASSIVE STRENGTH 13 211 DAYS. X SOCK MrN/MIDIC WAIL B. MINIMUM COVERAGE OF STEEL: 3 BOTTOW, 2E OOP, 1 1/1 WALLS. 4.8EIttF0RCIRG_.SIEEL A. ALL REINFORCING STEEL SHALL. BE DEFORMED, INTERMEDIATE NO EREE OF Ik , BILLET �t M15-72 GAVE 40 NOW, . CLEAN B. SPucEso LOCATED AND APPROVED SHALL 9E A WPIUMUM OF 40 112 (2 ER� PSa) OR 30 OAR DIAMIlETEIi(CONC. • 2000 PSI C. ALL REIhIFW�CIIIG SHALJ. LIE TIGHTLY RED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL 641E ASTIR -M $S, A. PER UDC SEC. 2304 b V,. JOISTS AND FOR REri'Yt IT VE USE USE USE DF SPAN C4 M 1r W /3X14 • 1 e O.C. SEE RooANG PLAN. C. @C/WS, HEADERS MO . 4'kOMWAL. DF Z, FItJ -1250 PSP-OR HF /Z. FW■1000 PSI 111 Dip. F8 --1340 PSI-OR 1050 PSI IF Wit D. STUDS D HIT STUD RAPE 2 FD -1300 P Efl OR REPT)VE i USE. FOR 3 STORY ALGA USE 2 RC1r OR 3X(• 10 O.C. 12 OF. L GUI- AM BEAMS 20F (F11-2000 PSI) OR 24F (F11-4400 PSI UVC -2b -10 T AHLE NA_ USE 24F -V2. V3 OR EQUAL Y GRADE WESTERN SPECIES). FRA -2400 PSI. FV •153 OR 1 PSI W11$ EXTERIOR GLUE OR W SHEAR TYPE BEAMS (SHORT SPAN. HEAVY LOAD). MAY USE 20F -V3 OR EQUAL F1T"2000 P. FORMS PSI. F. SEE PLANS FOR PLYW000. ` ALL STRUCTURAL STEEL SHALL BE ASTM AU; NEW, CLEAN AND FREE OF RUSTT. ) SHALL NE ASTW M3, GRADE 8 OR ASOL. A3/ STEEL 7 A. FRAMING TO BE IN COMPLIANCE WITH LEE SEC. 1702, SEC. 2511, 2517 B. PROVIDE NAJtiNG 1!d ACCORDANCE WITH UOC SCR DULE 25-0 STRUCmM. ENC. SPECS TAKE PRECEDENCE OVER NM WAILING SCHEDULE AND OTHER GENERAL SPEC. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS ANO YEAtRWG PARTITIONS. (ALSO COWPI.Y WITH SECT. 2300(H) At 251 L D. PROVDE OR BLOCKING AT taiD -SPAN Of ALL SH APIS OvER W-O'. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIDGING F CEILING UNFINISHED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AN0 FABRICATED Hatt TRUSS W 4UFACTUREN. INSTALLATION ANO Wt1DGING SHALL bE PER M 4UFAIURE1RS SPECIFICATIONS AND INSTRUCTIONS. ALL. TRusSES DESPGNED MUST bE STAMPED BY UC. WA STATE P.E. CARE MUST BE TAKEN DURING Et4REC1044 BY BOLDER TO NOT OVER LOAD TRUSSES WITH OULL1144G MAT. ANO TO ADEQUATELY BRACE TILDE'S. •.S1LIILlMIIIL: S A. u •®b o P- k- 2xef STUDS AT t e O.C. PER UOC 1702. 2511. 2517(0) IA. (TOWLE TOP PLATES SHALT. HAVE END JOINTS STA:GUIED NOT LESS THAT 4' -O' 141t4 NAILING OF 8- 1110 • 44E' IAN. LAPS • EACH SIDE OF .:DINTS W /100 • 12' O.C. b(1wU.N PLATES FOR EXM. Alt WT. LONG WALL (2Ac3 STORY BLDD). A. APPLY FbOOFING IN ?-i2:ORONANCE WITH U8C. SEC. 3203. V. PROVIDE ATTIC VENTILATION AS MRDICATkL1 ON ROOF FRAMING . - PLANS. AND SECTION 3203(0). ! I II II I I I I I I I I I I I I I I I I I I I I [ I1 IIIIlE1 11F1[l llilIII. 2 � I 5T. II �.... �i.; No.18 e...r_ . i L 19 , I5 i I l ': l ;IZ a w3II -1 ti; °RtAVV3E AND WNW UM ADDED 'NSSU.ATRON LL'YEI. Or- 14-34 CEILINGS WITHi ELECTRIC RESISTANCE HEAT R-36 COuNGS W11H GAS HEAT R-00 VAULTED COUNGS R-1 WALLS RE3EHFLoohs OVER UNHEATED SPACES RR -Ip AT SLAV PERIA1€.TER. INSTALLED HORIZONTALLY 2e UNDER SLAB. WHEN CONCRETE FLOORS ARE V'iLlPilk 1 Y OF GRADE. ALL GLAZING SHALL bE OWL GLAZING ANO SQ. FT. OF GIJAZJNG SHALL NOT EXCEED 218 OF GROSS FLOOR AkfA. ALL OPENINGS MO JOINTS W EXTERPOR WALLS SRAM. BE SEALED, CAULKED OR W ATHELRSfRIPPEI) TO LJhaT AIM LEA :4GL AN APPROVED VAPOR 13ARJt1ER SHALL BE PROPERLY INSTALLED IN ROOF. IN ENCLOSED RAFTER SPACES. FORMED Ws$ERE CEIUNGS ARE APPLIED DIRECTLY TO THE UNDERS4DE OF ROOF RAFTERS. ALSO IN EXTFJuOR WALLS INSTALL .EP 1411. ViSGUEEN GROUND DOVER. LAPPED 1 •-O AT JOiPd15 ANC EXTENDED UP TO FOUNDATION WALL (WAWA AT ALL CRAWL. SPA',ES). IivAC Eau4PMEMT SMALL ME SIZED NO GMtATEJM IMAM 1 2bst of DEs1GH LOA) AND A WNUMUM RATED OUTPUT OF 75*T. TNER WOSRATS CONTROLLING HEAT SUPPLY TO MORE NSW ONE ROOM SHALL HAVE FIR ,.ACES SHALL bE PROvLDE'v WRIt A. TIGHTLY PITTING FLUE DAMPERS. IL NEARLY lOCESLBLE MENuAL OR ALTO C0>NDIOLa SNOW CRS SHALL WAVE A FLOW CONTROL. DES TO LIMIT FLOW TO A LIAR( OF 3 GPM SHOE/04 HEAD. HEATERS ANTE REQUIEM TO NEST MA ME eA- O. WIN CER - UDtSi 1 CRAWL SPACE VENTILATION. MINIMUM NET AM EA, RQ. FT. FOR EA ‘H 150 SO. FT. OF FLr0M AIWA. TO at PLANED AS CLOSE TO THE COMPS AS PAAIG- TLCAL. AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE S10ES WC SHOD. $311100 2 CRAWL SPACE, UNOBSTRUCTED ACCESS, WE 1024' SEC. 231402 3 ATTIC VENTILATION; 1/150 OF ATTIC AREA OR 1/300 UDC /2I 1 C TE AND IS 3' ABOVE PLAT IJII�: 4 ATTIC ACCESS MLN 22X3Cr WITH MIN 30° HfADA0 % SEC. 3203A UNOBSTUCTED. READILY AMBLE OPEIMNO. 5 IN ROOMS NOT PROVIDED WITH AN OPERALiLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENT- ILATION SYSTEM, CAPABLE OF PROVIDING 0 MR CHA- NGES PEM HIT. SHiAIL BE PROVIDED. SW. 1206 UOC 05 VENT DRYER. BATH FANS. • RANGES /0ANS TO THE OUTSIDE. • 7 GARAGE NO HOUSE OCCUPANCY SEPEW►TRON MW 1 HR TAPED AND (WISHED. SEC. 503C4 dlt TABLE S-4 UDC GARAGE AND BASEmENT SUPPORTS TO YE 1 HR (5/1 TYPE 'X OR £SUM. G1O.61) 8 TILE FOR SHOWER SHALL BE 1 MOVE FMNSH FLOOR WITH WATER RESISTANT BACKING. B EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A NET CLEAR OPENING Wit4 NET LEAR OPENING HEIGHT DIM. SE UL I. . ° 2e N S Hers NEV CLEAR WIDTH Mu OF 2C'. B¢T TOM OF OPENING SLIM:. NOT BE WORE THA 4a' R.-ENE FLOOR. 10 FIREPLACE CODE COMPLIANCE PER U8C. CHAPTER 378 MO LOCAL WILDING DEPT. ALSO REIM AS PER SEC. 3703(E) WIC 1904. 11 HEARTH EXTENS ONS- HEARTH SHM.L. EXTDD10 AT LEAST :we Fk0a�i THE FRONT Of. A AT LEST r BEYOND AI SIDE OF THE FIRE PLACE OPENING. WHERE HE FIREPLACE OPENING IS 0 SO. FT. 'R LARGER HE HEARTH EXTENSION .HA EX ENT AT LEAST 2d' FRONT OF. AND AT I E ST 12'' I OND. EACH OF . ih : flbQI LIKE OHEAIING GONG. Olt MASONRY MUST NOT BE S uPPOKTED ON W000 FRAMING. 12 AP$�UGA10N AreD INSTALLAT'AN OF 1,4SULA11 414 MO v�APOHt ? ������ Y WITH THE ICI ' 13 GOING Vd 0014PUENCE WITH SEC. 54041 U8C STANDARD HO. b4-2 ANO WASHINGTON STATE SAFETY GLASS. EXCEPTIONS A L AS OUTLINED IN SEC. 5404, UIC. 14 G AZ1$G IN LOCATION SUBJECT TO HUWAT: INPA6T SUCH AS GLASS ON D00$d GLAZINO WITHIN 12' OH EIMER Slut OF A DOOR 0PEWING. GL4 ZANG•.>`w45ER THAN Id' TO A FLOOR, SLOWER DOORS. AND 11J8 £NcL03uRES SriAL.L bE WIRE RUNFOi10ED, MIMEO CLASS, LAMIhAI£D SMETd GLASS Ott SHATTER KES1Sf N4T PLASTIC. (SEC. 5404 LAC AH'PLif.S.) 15 SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAt4ItdATED, OR TEEPERED GLASS. 11 SHOWER ENCLOSUKES SHALL BE APPROVE') WIRE RFJNFOKcE:0. TEy i I D Olt LM�INATED SAFELY GLASS OR SL REI�SISTANT PLASTIC. SEC. 5401 UDC 17 DILL OCTERIOR WALL. CLAZING SHALL. BE WALE GLAZED AND COMPLY WITH THE 1111 I��N IL idorr�s - I c . rA -rE Lis L...I °� t�tv . nus...oaacLisssumis_halaseatisugia hicsicaLrHARACTEllicnri OT TILE SflL t>R IS .; . 2' TttE C .IZ THE S(IPPUED QY QTHfRS- - WNERF POOR OLL TTY_ A VIII EIESEUEta&-EBEEILDElatl HAS TANCEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE CONTRACTOR TO CHEXELt ANO VERIFY ALL 0MENSNS. THE ATTACHED PANS ARE THE PROPERTY OF CRANE VIOLATE COPYRIGHT LAWS. THE � � r 1L' D R A W I N G S MUST P A Y A FEE FOR THE • •' E D imlE$Y L THtEkttd OR bE SUBJECT TO LEGAL ACTON Y 1 CRAKE DESIGN, INC. OCT 31 1991 COPYRIGHT© ILDING DIVISION RECEIVED CITY OF TUKW!LA OCT 2 1991 PERMIT CENTER 1 pitipor nr. Ir TO 4'-O' i /poor WALL -NO'S HEADER PER PLAPO PC POST CAP SW 01 Of Mw 1X1446 EEC 111 sf1iAPS 114 sur 3M' $fl • wax. 2 Aim TIES 5ifi! • FLOOR JOK$T PER PLAN ' PLY SPLICE SHOULD 'tow C4 crimom wawa SO • 4 at • sots lux. Raa rano as TOP PLATE DIN. TOP PLATES 2X41 STUD WALL — ii ANSI LACBON (rvP) BD•_4'O.C. We ANCHOR sOLT • 3f' O.C. 2X41 P.T. D.F. MAGILL I Io STEEL CONT. wanz. • 12' Oz. war. • Z4' O.C. OR 040 1 I O.C. tie FURRED WM1. 4 CONC. SLAB POURED TIGHT Ni WALL 4t' GRAVEL FU. UNDERNEATH 2 J49 CONT. 3' UP • MULLIO 2X41' STUD WU. 6' CURBS 41' WIDE — CONCRETE 4' CONC. SLAB ON 4' GRAVEL FILL SPLICE (IF ANY) 4 CONC. APRON 2 #40 CONT. 3' UP Ac r DOWN 160 ® fa.C. (2 STORY) OR, 12'O.C. (1 STORY) SOLE PLATE A STUD SIZES AS PER PLAN RIM JOIST a FLOOR fir v s AS PER Pt.m . • AS REQ'D+ FOR SOLE PLATE NAILING 5/1roX10' ANCHOR BOLT 0 32'O.C. NIL 2d OR 3X( MUGS L. ONE L-'50 • EA. JOIST WHERE SOIL UP ON WAU. LESS THAN $•, CAN OJT WHERE JOIST TO WALL • 4' GRAVEL FILL R•6 RIGID BOARD INSULATION • WARY ROOIA.S OR 1 " P BOARS 1 r COX PLY. (i.D.. NO. 2 O MIN. NAILED VOW AT VO.C. AT !t EDGES O $$IEETS Jt 2 IN FIELD. WHERE HAVE STUD WALL 1.. ' WITH ATTIC ROOF SPACE AD40INISS FULL WAIT STUD WALL OF . CARRY PLYWOOD THROUGH THIS SPACE =FOR NAIL 2X4' OR 2XS' SOLE PLATES W /160 AT 'rot. ma. ON EXTERIOR PLYWOOD TO LAW RIM JOIST O ELSE 1 RCASE SOLE PLATE NAILING TO 160 AT r DOUBLE ALL TOP PLATES At LAP AT LEAST 4d AT JOINTS W/6-- 1 RO 1 & 160 AT NOT OVER 12O.C. ALONG PLATE FOR EXTERIOR Ate MAN INTERIOR LONG WALLS. • PLYWOOD SPECS AS 1 ®D64jT INCREASE NAILING TO OD AT 4' Ni O.C. !AT EDGES St tor. IN . J ' W /4LI. JOINTS EDGE BLOCKED BY STUDS. ' PLATES OR SPECLAL SAGE : • .« *CREASE SOLE PLATE NAILING TO 1410 AT von.' M N du FOR INTERIOR ' PLYW000 WALLS AT • (O.C. MK OTHER SPECS SOMAR TO 1 If BOLTS ARE USED FOR I1UDS1LLS SEE PLAN SECTIONS BUT USE we XIIT' ANCHOR BOLTS AT NOT OVER 441r`O.C. SE PLYWOOD SPECS 4 � C� BUT 3 6� U PL INCREASE MAILING TO BO NAILS TO 3"0.C. ' AT EDGES it (QC. IN w MJ. • WOES RIX..ED AS IN 2 1:210 INCREASE SOLE :PLATE NAILING TO M INCREASE . ®'O.C. EXTERIOR WALLS OR (0.0. FOR INTERIOR WALLS. WHERE 2X41' P.T. MUDS1LI,S ME USED, BOLT W� 5/fV X 1 O` .ANCHOR BOLTS AT WO:. ALSO SEE CONCRETE WALL Si 'FOR SPECK SOLT{NG & LAUDS S. OTHER SPECS SIMILAR TO 1 Ow 406. ? WHERE AVE LANG WAL /SO CO OVE NAS s' LANG SUCH 5 / AS O. - 410) AT AT WAILS. Ea., USE �11/r� !� DRY WALL NAILED OLER IL ((f (GW 410 YO.C. AT STWS 'as TOP & BO PLATES FOR. 1OO /ET SHEAR VALUE EACH FACE. THESE VALUES MAY BE 1 1' AS NOTED IN TABLE 471 IBC. NAIL SOLE Pt.ATES W 160 AT NOT OVER 6 FOR LONG WALLS OF PAWL' WALL DOUBLE . THEN 160 AT 12. . EACH. WHERE PARTY WALLS ARE BOLLTED, Vint ANCHOR BOLTS AT 43' EACW YUDSILL WOULD BE MINIMUM FOR 2 is 3 STORY BUILDINGS). scow USE 1/2'' .OX ROOF SHE i (Ia. N0. 32/16) NAILED W /80 NAILS AT 41'O.C. AT LNG ac AT END TRUSSES a AT PLYWOOD EDGES & 1 r 0.C. IN FIELD CSEE SPECIAL PIAIUNG OVER OTHER SHEAR WALLS). STAGGER ALL JOINTS * L4 rA,CE GRAIN ' " TO TRUSSES OR "LOITERS. 6 : USE 3/4 TAG PLYWOOD. S1tJCTURA L 11 OR EQUAL FOR SUBFLOOR �.D. NO. 32/14 LED W /100 NAILS 4' BLOCKING 0.0. AT BKING & JOISTS OVER PLYWOOD NAIR WALL'S OR PARTY OTHER LONG WAU.S & !t'O.C. AT EDGES it 11YO.C.' iN FIELD. SEE SPECIAL NAILING ON PLANS, IN ANY. STAGGER AU. J016TS AND' LAY FACE GRAIN - °4 ' ' F LAR TO JOIST. NOTES: I!I —J,AM_ BMW SPFCt1CABONS1 1. FOR LONG SPANS. USE 24F —V2, V3 OR EQUAL (TABLE 125 -C -1, PART A. UBC 1IiW. VISUALLY GRADED WESTERN SPECIES). F8=.2.4OOPSI, FV' 155 OR 165 PSI ie : EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU —'LAM PRIOR TO ERECTION ON JOit 2. WHERE HAVE SHORT SPAS (SHEAR BEAMS) USE 20F — V3 OR EQUAL WITH FO 2.000 PSI 4c FV+n 1655 PSI at 0. ` SPECS SIMILAR. TO 01 ABOVE. iv £QR . _ . RI :. ► :IA • : 4. •: L..: ; ► a; 3,. N_ THE TRUSS W.NUFACTURER . PROVIDE ALL DESIGN is ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE bUILLEER SHALL . TAKE CARE TO , • , TELY BRACE TRUSSES 4s ALSO POT TO OVERLOAD THEM WITH EXCESS BUILDING HATER ALS. FOR JOIST PARALLEL TO MIL 100 s 4'0.C. TO BLOCKING fN WALL, 4. COPYRIGHT© 2X BLOCK OUT 4• -0' ! 32'O.C. WITH DIRT 6'—Ir HEIGHT. 4N'O.C. .A 2 -50 • s L0CING TO WALL TIE APPROV OF TUKWIL D OCT 1 19 91 BOLDING DIVISION RECEIVED • CITY OF TUKWILA OCT . 2 1991 PERMIT CENTER r • ... • NEADI R--- -4 * ft. 14,5, - r IMBEDre.IIT �► CONTiM UOUS FOOT It46 OR SLAB EDGE $t1uI - s - EL t L. bETA 1 NOTE: !OR USE IN GARAGE IUD WALLS AS SNOW)4 . IF A FLOOR INTSCVE NEb B TWEEN FOUNDATION AtoD BRACED MALI THE FLYW'OOD SHALL CNERLAP TIC "E RIM JOIST WO 5ILL PLATE. PROVIDE NOLtx: wNS, DOLTS ANa Pt:MOOD ilkiLikiel As S %OW.. 1F USE A dayE. / WALL use. MbThIL ` A e►' RE415 Ot4 2 -14 -6 A WilSiOM 2-14-11 -.amp • CAPw`r -rir • ST/Lap To& 4 as POSTS ol� fs.) d �I STIMS NIA DU Z- IiSTODS MAIL isle rAlm6 70 V40% BUD td NAILS AT St o.c. ALL PL&TES HEADEKS STUDS S-2.% PLATES NAIL, SitsAurAw 6y 24' Io 1 .A`[�RAL P i EL bETh1L A NOTE: FOR USE IN GARAC,E E.ND WALLS AS SNOWW . IF A P LOOK Iw4ERVENEb 5E TW EEN FoUN DATIoN AND BRACED PAI 1R.t. , THE 11:64.100D S1r1M.L OVERLAP THE RIM MOIST. AND SILL NAM. PROVIDE NCX.DowNS, EQL.TS ANp PLiWOOD 1JAILW3 ' AS stkowl■I. I F .USED Above. P©sY WAu- USE OE.TA IL 3 A. ®► REAt I S i Ot'l 2- I `- b'I .41 REV 1 s t O N LQSA Ss A? Sits. PAAT& APA RATED► §geigt11144 a• MA zip EP I 1:14 q BLC�KII* AT PL's WOO dOtt4" APPROVED IOO+.ED -END WooD TO CONCRLT E Cou11*G'ToP,S W n t400' CAPACITI (MW), a s7tN0 oe& *Diet 70 t'OIe•t$ 4 se PO JIM CE! (II) Sas : � 1. AI.. tritAP ♦0c &3 SIIA{.i, OL ONSTALL&O AlL)t ^4444,0„w4.1 .3iCCIPICAVsOW, S 4CWD"4 • CORNIII IN TALLA`TeON. ?WO yO.00bvai CAN &M ED Al' SAGA COmN$* t1D Mee? r4e T 4 Olga 1..,14g &C*& * ALYEhNdor& rePtiS OS APPIQOvtb 1401.00w' CAN U4 USIA IN PUKE C 3 AP N404.00•NS. 3u,MeT DCTAH.i FCA APPROVAL �/.. FL. SPAC K , ' 1100tO �dt esa So wwo4 CITY OFTUKVVILA APPROVED OCT 1 1991 EULDING DIVISION RECEIVED a F TUKWILA CITY U OCT i31 P IT CENTER OOPTRIGHTQ 'I'I'I' BASIC MECHANICAL S® T CL 11 K1ING APPL/ANCES I SOLID FUEL BURNING APPLIANCE include air tight stoves, fireplace stoves, roots heaters/fireplace stoves, factory !tglt fireplaces, and fireplace inserts. Unlsis otherwise adopted by Bing /Pierce County, all solid fuel burning appliances shall comply with the provisions of section 504, U.M.C. lath dwelling unit shall g e provided with heating facilities papcble of maintaining 70'7 at a point 3{ -0" above the floor in all habitable rooms when the outside temperature is as set forth in section 304, Washington State Energy Code. Section 1211, U.B.C. p.. Fuel burning equipment located within the building envelo a (constructed under the Washington State nergy Coda) ihall obtain combustion sir from outdoors, meet- ing the provisions of section 607, U.H.C. NOTE: Building Envelope. The elements of a building which saciose conditioned s ocee through which therms energy may a trans erred to or from the exterior. Section 202, Washington State Energy Code. b. Purl burning equipment located outside the buildinn enve12 a shall meet the provisions of Section 601, U.M.C. Duct work, location and source of combustion sir ref- erence Section 602, 606, 603 and 604, U.H.C. All warm air furnaces shall be listed and labeled by an approved agsncy`�sn `installed to listed specifications, Section 504, U.W.C. Appliances intended for installation in closets, alcoves or confined specie shall be so listed. Section 504, U.N.C. No warm sir furnaces shall be installed in • room used or designed to be used as a bedroom, bathroom, closet or in any e nclosed space with access only through such room or space. e xcept direct vent furnaces, enclosed furnaces and elec- tric heating furnaces. Section 704, U.H.C. No were air furnace shall be installed in a closet or alcove less than 12 inches rider than the furnace or furnaces installed therein with a minimum clear working area less than 3" along the eider, beck and top of the furnace. Section 104, U.N.C. Liquefied petroleum gas- burning appliances shall not be installed in • pit, basement or similar location where heavier- than -air gas might collect. Appliances so fueled shall not be installed in as above -grade under -floor space or basement unless such location is provided with an approved awns for removal of unburned gas. Section 504, U.N.C. Nesting and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flam- mable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section 508, U.H.C. Fire dampers need not to be installed in air ducts passing through the wall, floor or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group M, Division 1 Occupancy), provided such ducts within the gar- age are constructed of steel having a thickness of not less than 0.019 inch (No. 26 galvanised sheet gauge) and have no openings into garage. Section 503, U.N.C. Warm -air furnace installations in attics or crawl spaces shall comply with Sections 708 and 709, U.M.C. Every appliance designed to be vented shall be connected to a venting system complying with Sections 901, 902 and Tables No. 9 -A and 9 -B, U.M.C. Every factory built chimney, Type L vent, Type B gas vent or Type BV gas vent shall be installed in accordance with •h terns of its '4-'4 manu { -0n!ttUCtlnne an d YH3 viLf -! of si.- .. .r- ..rr -..rrw ..r the applicable provisions of Chapter 9, U.N.C. DUCTWORK a. FAN CcM 50 50 50 80 80 80 100 100 125 125 MAXIMUM OF A type It or BW gas vent shall terminate not less than 1 foot above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an angle of more than 45 degrees upwards from the horizontsl no less than shown in Pig. 1, U.H.C., unless listed/ tested otherwise. Section 906 (d), U.M.C. A Type L venting system shall terminate not less than 2 test above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an Angle more than 45 degrees upward from the horizontal unless listed/ tested otherwise. Section 906 (e), U.N.C. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connect- ed to a chimney or vent in such a manner as to maintain tha clearance to combustibles per Table No. 5 -C, U.M.C. Duct systems shall be of metal as set forth in Tablas Nos. 10 -A, 10 -B and 10 -C or factory -made air ducts complying with U.N.C. Std. No. 10 -1, U.H.C. b. Joints and seams shall be substantially airtight, Section 1002 (c), Table No. 10 -A (rectangular ducts) and Table No. 10 -B (flat, oval and round ducts), U.M.C. c. Installation of ducts ehell comply with Section 1004, U.N.C. d. Duct installation shall be installed in accordance with W.S.E.C. Table 4 -16. e. If aster heater has a nongrid pipe connection, it should be strapped or anchored to resist earthquake displacement. Section 504 UCC f. Air dusts that pass through the garage sell /selling from the furnace :rust be constructed of stesi having a thickness not leas than .019" (26 gains) and have MD dings into the garage. Section 503(d), emomPtion 3 g.Where mechanical ventilation system is used, the point of discharge of exhaust air should he at least 5 feet from any ventilati:ig intake. SECTION(c) SPECIFICATIONS FOR THE 1991 VENTILATION AND INDOOR AIR QUALITY CODE FOR THE WHOLE HOUSE VENTILATION SYSTEM. SOURCE SPECIFIC VENTILATION REQUIREMENT: A. KITCHENS- 1OOCFM B. BATHROOMS, LAUNDRIES, AND POWDER ROOMS -5OCFM C. EXHAUST DUCTS SHALL: -BE INSULATED TO R -4 IN UNCONDITIONED SPACES. -BE EQUIPPED WITH A BACKDRAFT DAMPER. - TERMINATE OUTSIDE THE BUILDING. -BE FLOW RATED AT 0.25 W.G. STATIC PRESSURE - COMPLY WITH TABLE 3 -3 BELOW. MAX FLEX DIA. 4" 5" 6" 4" 5 11 6" 5" 6" 6" 7" 3 ELBOWS ALLOWED. MAX FT. 25 90 OVER 100 NOT ALLOWED 15 90 NOT ALLOWED 45 15 70 SUBTRACT MAX SMOOTH DIA. 4 5 " 6" 4" 5" 6" 5 11 7" 10' FOR EACH 6" OVER 6" OVER OVER ADDITIONAL MAX FT. 70 100 OVER 100 20 100 OVER 100 50 100 100 100 ELBOW. WHOLE HOUSE VENTILATION REQUIREMENT: A.FRESH AIR INLET -15CFM FOR EACH BEDROOM PLUS AN ADDITIONAL 15CFM. - INTERIOR DOORS SHALL NOT IMPEDE THE FLOW OF FRESH AIR TO THE WHOLE HOUSE EXHAUST FAN. B. EXHAUST FANS SHALL BE: -FLOW RATED AT 0.25 W.G. STATIC PRESSURE -SOUND RATED AT 1.5 SONES MAX. -INSULATED TO R -4 IN UNCONDITIONED SPACES -SIZED PER TABLE 3 -3 BELOW. BEDROOMS CFM MIN. CFM MAX. 2 OR LESS 50 75 3 80 120 4 100 150 5 - REQUIRES A DESIGNED SYSTEM. C. A 24 HOUR TIME CLOCK SHALL BE INSTALLED TO REGULATE THE OPERATION OF THE WHOLE HOUSE EXHAUST FAN. NOTE -A SOURCE SPECIFIC EXHAUST FAN CAN ALSO SERVE AS A WHOLE: HOUSE FAN AS LONG AS BOTH REQUIREMENTS ARE MET AND A FAN RELAY IS INSTALLED TO ALLOW FOR BOTH CONTINUOUS AND INTERMITTENT OPERATION. r RECEIVED CITY OF TUKWILA OCT 2 di PERMIT CENTER COPYRIGHT© tit 411i;441 ? 10 1 /101.; l7111 s �ag a� =6 t 1 gie465 11:Ualrg" . ihrtWia i 0 u- N 0 cz pil .01 It o "t o ui 141.1.4r. AA 11 I I .. + . 1a I 1 `1 .._ I 1 1 I 1 i 1 l 1 1 I 1 1 3 IHTPII TIT , il1 _1 01T. , 16 1 18 1 I G 1 19 1 •15 .1£ No.18 C`. t'% lz