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Permit 6828 - Brigadoon Ridge - Lot 1 New SIngle Family Residence
This 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. Brigadoon - Lot 1 5685 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle 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. 6828 91-381 brigadoon ridge lot 1 5685 south 150th place Permit 6828 - Brigadoon Ridge Lot 1 TYPE OF CONST.: v _ N UBC EDITION (year) 1 988 SETBACKS: N - S - E- W- FIRE PROTECTION: ❑ Sprinklers ❑ Detectors ❑x N/A UTILITY PERMITS REQUIRED? 0 Yes ❑ No (through public Wotkst ZONING: BAR /LAND USE CONDITIONS? CO Yes ❑ No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS ZIP PR PE • NER Lotze Worthington PH •N 462 - 7122 ADDRESS 12509 Bel - Red Road /1103, Bellevue, WA ZP 98005 CONTRACTOR Lotze Worthington PHONE 462 - 7122 ADDRESS 12509 Bel -Red Road /1103, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE 4t LOTZECI14605 EXP. DATE 9 - 25 - 92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS ZIP 1 CITY OF TUKWILA Dept. of Community Development- Building Divisio 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (i ;:PR,OJECT. INFORMATION SITE ADDRESS PROJECT NAME/TENANT Brigadoon Ridge ASSESSOR ACCOUNT # 109990 -0010 TYPE OF ❑X New Building ❑ Addition ❑ Tenant Improvement (commercial) Li Demolition (building) ❑ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: . Construct new single - family residence. „ COMPL$ANCE( USE;::;.:: APPROVED FOR ISSUANCE BY: SIGNATURE: SQUARE ocC. FEET LOAD CERTIFICATE OF OCCUPANCY NO, 5685 S 150 P1 Lot 1 SQUARE FEET BU1LDIG PERMIT OCC. LOAD SQUARE FEET Avfied / PRINT NAME: i , ,, r2., e N iv (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD AMO.UNT.; RCPT # DATE BUILDING PERMIT FEE EE: :: PLAN CHECK FEE.;:. 434:.:00.:..2'067. BUILDING SURCHARGE: OTHER PLAN CHECK NO.: 91 -381 SUITE # D SQUARE FEET OCC. LOAD BUILDING OFFICIAL DATE ISSUED: VALUE OF CONSTRUCTION - $ 107,885.00 SQUARE FEET DATE: ) , of OCC. LOAD DATE: / _ J yl TOTAL SQUARE FEET TOTAL OCC LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I, am authorized to sign for and obtain this building permit. COMPANY: /_07.0‘ (,00 N t r ' oN 1NQ is permit shall become null and void if .the work is not commenced within 1 days from the date o f issuance, or:if the :work is uspend or abandoned fora per,od of 180 days from th l ast inspecti h /rJh/111I PLAN CHECK , UMBER ._ S 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) U� SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :DE,•ARTME.N ,BUILDING - initiil review 0 FIRE PLANNING 10 PUBLIC WORKS D OTHER - final review PROJECT NAME SITE ADDRESS TE ( l- I8 -9le. REVIEW COMPLETED BUILDING ,HERMIT APPLICATION TRACKING INIT: DAT PRO/ q -, t r9 R. CONSULTANT: (ROUTED) i, INIT: Aft INIT: i FIRE PROTECTION: f ) Sprinklers FIRE DEPT. LETTER DATED: ZONING: Date Sent REFERENCE FILE NOS,: MINIMUM SETBACKS: N- E Q1JREMEN• S UTILITY PERMITS REQUIRED? S- OS PUBLIC WORKS LETTER DA D' • — I fj / TYPE OF CONSTRUCTION: vet CONTACTED DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION S ITE NO. 0 Date Approved - Detectors ( .) N/A INSPECTOR: BAR/LAND USE CONDITIONS? a " es UBC EDITION (year): 1958 PERMIT NO, DATE READY PERMIT EXPIRES AMOUNT OWING ( BY: init. BY: init. BY: init. TOTAL OCC LOAD 1 08/17/40 SITE ADDRESS SUITE # r + 9 : ., . ti `;?(} Lb el_ 6 ( C. VALUE OF CONSTRUCTION - $ Q 1 FS r 1 � Its-1 G l' ✓ • ASSESSOR ACCOUNT # 1 UC\C4L C - 6010 (commercial) U Demolition (building) O Other* PROJECT NAM ETi"ENANT \`='1' Lk t 6(�n `)- -A - L_oA TYPE OF 0 New Building O Addition Li Tenant Improvement WORK: [) Rack Storage O Reroof O Remodel (residential) DESCRIBE WORK TO BE DONE: ScrlL \\�' (CLrn \ LS 1CIt:nEe PHONE BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? N No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: li,16d Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? N No (J Yes IF YES, EXPLAIN: PROPERTY OWNER \ � ,A �,.1 .{lY Y1i rte .At �G 1(� ' 1 _E n ,1;! PHONE L67 °"11 "L2 R IP (�;�V(SG ADDRESS 12r= �' I '_[l CONTRACTOR c.. ..,..- PHONE [ZIP ADDRESS WA. ST. CONTRACTOR'S LICENSE # 1_01- Z C f ii-kou 5 EXP. DATE G S a ARCHITECT L�r�\ g\( (L.\ er PHONE �1 -10_c - ADDRESS ZIP t 11,:;ft 'f'fij -! '' ��t W 1 CITY OF TUKWiLA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON 1-K? 9( BUILDft3 PERMIT APPLICATION Division DESCRIPTION''.` BUILDING PERMIT FEE : PLAN CHECK FEE. BUILDING SURCHARGE OTHER: TOTAL'- 1'64)k - 7Y 7/L3 AMOUNT:: RCPT.:.# DATE 0 ! HEREBY,CERTlFY:TNAT IHAVE' READ: AND.EXAtJI1NED THlS APPLICATION ;AND. :K 1.HE SAME T BE .;TRUE;AND .CORRECT AN' i AM•AUTHOR T.O``Ai'PLY iFOR<THIS ; ;P.ERMIT SIGNATURE PRINT NAME IOC ADDRESS �L` t'1 ` � A C, �, ��)3 CITY/ZIP - 6e��( P�[uP, k1 q'')C 'M1 C.l \. 7c> , PHONE 4 6:1 _ 1k), _ 4.. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and fcl•.ow 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 •equirements. 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 CIT 'tfttV'stfJ' P EFI y1�3t' COMMERCIAL— NEW COMMERCIAL BUILDINGS/ADDITIONS SUBMITTAL CHECKLIST [1 Completed building permit application (ono for each structure) Assessor Account Number . Two sets (2) of the following: •. . :.. • .: • . . . . Specifications . . . : . . . • . : • : ' Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington,StatoliConSed engineer 71 Topographical survey ri Energy calculations stamped by a Waihipgtoi li�ensed engineor or architect . :". . . 1 Legal description:•„:;.: .• „... :.,,„ 7 Working drawings ; stamped by a Washington State licensed — architect, wnIcn include Site plan ' • Architectural drawings .:„ Structural drawings' . Mechanical drawings Elevations Civil drawings Landscape plan Completed utility perrnit"applicatien.(On&fOrentire .: • : : " ........ . Six (6) 'sets:Of:Civil:drawings . . • NOTE See utility permit application and checklist specific . submittal requirements ..... RACK — Completed building permit applica ,„,,....,..,, 11.AssesSer:AccOunt,Numb ; . '•:•:..:TwO12)6ets which:include Building floor PlanscholAiing: • .7 Entire.sPaCewhere racks will be located • • Exit doors:::::.: . , Dirnensiena,of . „. 1 -- 1 Tenant space floor plan showing rack storage layout, aisles and NOTE include dimensions of racks (height, . : width and length), aisles and exit„wayeon plan, . . F1 Structural calculations stamped Washington State licensed 8 engineer (rack storage . and over) • ' . RESIDENTIAL • . NEW SINGLE-FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) Legal desciiPtion AssesSer, ACcolint. Number . . Two sets (2) of working drawings which include . • (On plan, Choclosost hydrant • • • Foundation plan • vi accoss to building showing Floor plan Kidd!. and length at Root plan ,• : Bunding:aleVations (all views) Building cross cross- section i•:: • • Strticturel.treminti Ian • .. '.• • WashlngiOn,1StatEt Cnergy Code data Completed utility permit application Six ........................... (6): sets of site plans showing utilities .. ••• NOTE: Building site plan and utility site plan may be combined: See utility Permit application and checklist for specific submittal 'eqtiirements. Additional and soils information may be required if unique site cOnditiods. :..commERCIALTENANIIMPROVEMENTS, • . . ; Completed building permit application (one for each structure or . . .. „ . „ ,, . . .. .... ... . .... . ASsessor Nurnpyr." ':-..::-:,:-..:..-::'::.:::-..,::,:.,., ... ... . ....... .. : . . . . „.. .„.,...,,....,......,...., Two (2) sets ofConStruOtiOn'Plans:;:WIfCh include El Site plan „.,:.......,:..:..„. . „„. .. . .. : :'. tenant ,space:.;,:..: • ............. ........,.. .. parking . ::.::::::,.....:::::•,::.::?.:::.:.?;::::,.., ... i... ch j.. Overall building plan :•-. i.......::...•:.. :::::::::-:::..:.:.:-.1'..: .:.:1...]:::,::::i::::: . ,... .. ... loCetiOn ....::.:::::,:::::::-. • •:::.::,•:...,•....,::::.:.•:.;•;;;:.::::::::,..::::::,..:;:-.....;::::::,:.;;;. :•• '..: . •• Use of adjacent (common wall) tenant . dimensions of puilclingO(equare..;footage... ...:••::::::•:..;:::,....,:.•::-...:,,,,...,.::::::.:•,•::::::-• ••'. -.... ' . • :.1. ': : :.'.::: .: .:": . '..:•: , . : ..:::::.: . :::::::' , ::: : :::• . : . :::: . : ::'::: : ::::::::::::::::::: : ::i:: ; :-.; : ::,::;,:: : ' , ; ::: . : : ::. ;: g.: ; :i .::: : :: ;,... .; FloOfp apace.::::: Tenant space plan with use of 'eaCtifOPhi..1,1?"!d,...::...-:.,:::::.:..::::.::',.,......::::,...:.: Exit doers,' egress ..„ ............ ,..:......,..:. ... ,..,:„:..,,,.:„.. „ ..:...,,.....,,..:,....., ,,,:..,.... New wails, existing Wall, .:„:„....:, ........ CoiiiiUctien.detalls Cross sections showing Wan construction and meth of :: for floor and,ceiling, : : , ... : ::' . :: : :: : ::: . - .. ::,........:1::......... .. ..:.:,::::::-... ...... E StilictUraLci. by a Washington tegt tet licensed ........ ;;,..... ... ... , .......;:.. ..;: '': '....'..::..::::'::::...''....•.:: ...7,.• eng ineer :Mayi nidiE:::;i0:" ii; application and plan . ......,: . :-..,..:-::..„..., . . ..,...:.:. • • Completed building perMitliapplication'(ooefor each structure ASsesiOr Account Narrative describing exIstlitg reef; Material being .. . ..:niateial being . . NOTE A certification letter:li prier to final Inspeetion:andSign7:',...:: off .„. of the • - " • . . . . . , . . permit • NOTE: A certification letter is required prior to final Inspection and sign' PERMIT DATE NUMBER ISSUED ''/EXPIRED PROJECT NAME/AQDRESS TYPE OF PERMIT .; DATE SIGNED OFF arIw3 -91 Ll (_ I Br .c (Sftoon Lot.3 ` Lor `r i EMD l50 pt e- i - clQ see- LL-t-gi 'art arkc)on Lot 3 J- ew.er 9(o1Dl 5 1.6 PI L l- l -.(4 I 'fir i p.rloor) L ---) - t 3 ��QY m -2�-er �(o ► �� [So pi �m ►- Pr�-qi �_ I-��a Kw-at Lt- - t ` k3r rid U on L-c Lana hlf-en 3 v(P �. f S0 1 I 5 -1 -qa s _ t � - l " " �.l F3r i cAdrn n Curb _Lai- so - Ian cb IA- t -q @ri aanon Lc* I Stony, br&I 1 6 c ) I S o P l )- ` rq a -iaci -q) l l -- [_,40q1 5(1 • �. Lo-Li o. Lo 5e.a)ex 5 (r) 5 (Sc F'l c, fwp -aoogI t ... 1_ tti �m on L t Wo �eY ,± _. l _c a 5(P `3 160 P l W\Q-ke.r - r of co ( t . c� t 'r ∎ adoo n Lb i LI Land 5- I -cta 5(b{1p 5 ISo pi i Pc1t -ex n9 ccr6 aos-co l l i ^ S I .. r) 0 n l- rt 14 Curb P L ' U l� Q a S(D to 5 150 1 sa au l l�. (.. ct ' , O oo (\ Lot 14 5 r m , t 6 i'Ra >t Lito L P 1 brr(in E - 001-1- its l ,. t ,. ci I en k ad.toh L 14 = "L ic?wer t SU tto 5 I SO P t 1 UTILITY PERMIT LOG >:I. HEREB Y CERTIFY THAT (;HAVE.. - EA o THIS APPPCATION : ANP KNOW :;THE SAME :TO BE :TRUE; AND. CORRECT ? : Applicant /Authorized r ` (---, Agent Sign. r• : 11 u � ...,) `, Contact Person • ri n. • . Mk 4:t t- �, okze.1 Address: 3.s C 3 el - i - Zo ( Phone: _ .,r! -e — t ) . Print Name: IA,�K.-Ie. ' Loi. -2 - Date: `LI !, I Phone: cl•'1 Date Application Accepted: __ Date Application Expires: CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT <'' ' Site Address: c i�0 Q1 0.(!t ° INFORMATION Name of Project: ? /l CLf1 - l - Pro•ert Owner: a ai Street \ 2 )c S3 Engineer: Street Address: Contractor: _Save Street Address: King County Assessor Account Number: \ G w .iws o+ PERMIT ; ❑ Channelization /Striping /Signing :REQUEST ED <: ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) – No.: Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards D Hauling ❑ Landscape Irrigation D Moving an Oversized Load [ID Sanitary Side Sewer – No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATER;:METER<!< Name: :•REF. UNDD /BILLING Street MON THLY >` SERVICI4; BILLiNGS'TO ❑ Water SCRIpTION OF Name: Street ❑ Sewer PROJECT Sc ■■.4 ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ CommerciaVIndustrial `::MISCELLANEO: INF.ORM LO* Ze. (W ervAir:t `Vc1e■ c& . 16-2) 1.�. 1 t KJgC' , S1/At ❑ Office ❑ Retail 0 New Building Square Footage: \ 5( Ib3 ❑ Metro ❑ Standby Single -Famil Residential ❑ Duplex ❑ Tri•lex ❑ Warehouse ❑ Manufacturing King County Assessor's valuation of existing structures: $ UTILITY PERMIf APPLICATION PLAN CHECK NUMBER: Phone No.: 1 o 3 City /State /Zip: Phone No.: City /State /Zip: EiZ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ NI Water Meter / Exempt: – No.: — Sizes Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent – No • Sizes• ❑ Water Meter / Temporary: – No : Sizes ❑ Other: ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hospital 3? j Phone No.: 4 u - 2 . 1112 _ City /State /Zi•: p P ,� �nCZS Phone No.: Cit /State /ZI•: Phone No.: City /State /ZI : zioa -k1 t a� Cl School /College /University ❑ Other: ❑ Remodel/ Square footage of original building space: lac 4l ei Addition Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHE . AST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest Intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 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 backlit' 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 SIDES :WER O Type of pipe - con id, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe 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• •I'cant will be notified b letter of necessa resubmittal requlrements. 1 . �rr If�fOj- It- �TIAhi t'�i= ATti=i[h&Yf�M (THIS CARL} IS TO REMAIN PERMANENTLY POSTED IN A READILY ACCESSIBLE LOCATION) THIS IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAI. 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 WOkTI PLAN 7160 LOT. 1 Marone oM P`opertY h County Ski Pisani( No. ROOFS EXTERIOR WALLS Type ef Material Car teinteed /O,C, Manulaclurcr Car tainteed /0,C. 'Maness 6 3/4 RValue 19 (C( trade name) .� cEu.lwos BATTS; Type of Material FIBSERGLASS BLANKET NA Sq, Fl. Covered BLOWN; Type olMalarial _ Enerwool Manufacturer Eno rcon 44 WUBap 1462 SO, FT COVER 30 R Valle FLOORS Type of Mcderial Manufadurer (Or trade flamer Type ofMakerial Car Lain t.eed /O,C, SLAG ON GRADE Type of Material Width of Imulation FOUNDATION WALLS (il required) Type of Mated d - -- - -- - - -- DUCT AND/OR PIPE INSULATION Typo of Material Thermaco11 HEATING SYSTEM Type of System Dy Dale and Place 4/2(02 }riches Manufacturer CERTAIN'IEEJ) (Ot trade name) Manufacturer Cer tainteed /O,C; Thlclness 6 1/4" RValue 1t (Or trade name) Manufacturer ho . Thickness (Or tack+ name) Manufacturer (Or trxlo name) -- -- _ --~ --- Manufacturer Seine (Or trade name] Manufacturer (] NIGHT SETBACK THERMOSTAT INSTALLED [� HGATING SYSTEM INSTALLED TO NO MORE THAN 160X OF DESIGN LOAD • G /L2 G - ALL GLAZING INSULATED GLASS OR STORM WINDOWS PROVIDED O WATER HEATERS • ASHRAE 00A LABELED 0 WATER FLOW RESTRICTORS - ALL SHOWERS LIMITED TO 3 GPM 0 INFILTRATION - DOORS & WINDOWS WEATHERSTRIPPED OR APPROVED BYASTM 233.73 INFILTRATION • ALL (F'EMN S IN toarrtioR WALLS CAULKED OR SEALED o FIREPLACES • OUTSIDE AIR VENT (SD{ SQUARE NCI WITH DAMPER 'TO f I BOX SLAB THERMAL BREAK CREATED VAPOR BARRIERS - INSTALLED PER CODE REIAARKS (H dntlred) Sub -cpttratWr(lnsufadanAppilealer) Insulquard (Insulalfon, Masonry, eta) (Stale 'SAW same as general Contractor) Dy ar!Yrs r trzOnfi to Thicluusts R Value Thldatess 10" Fl Value 30 ThIcknoa5 11 1,'4 No. Bags Thickness 'Thickness Input I CERTIFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGONVG IS TRUE AND CORRECT, General Contactor (Builder) Tie The t3Writtt R Value R Vi Iua 3. 1/4 Lt Value 3 Output Centracior's Rep, No. Cents floes Reg. No. INSULT 110CH oe ; Cl®a� ype o nspe� 7�YF i Address .,[� Date Called: Special nctions: 15i-- ht9 ,y,,� �y . 4 `" " U '' 3b Date Wanted: �`.. .. 2._ .m. Requester: Phone No.: • COMMENTS: ecep No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 91_,Approved per applicable codes. INSPECTION RECORD x P'^ „ Retain a copy with permit 6 PERMIT 3670 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100:' Call to schedule reinspection "17317Z3: Jr ype o nspect on: . AL A °P . _ . • • rem ate age.: Special Instructions: t : 1 Date Wanted: ' 2.37_ ann"3.7`1, Requester: Phone No.: g, Approved per applicable codes. f INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDIr DIVISION 6300 Southcenter Blvd., #100 Tukwila, WA 98188 COMMENTS: e,0-7 ■L 2 "?.._a2 Lei 4 / eta— 4 t5" PERMif (206) 431-3670 0 Corrections required prior to approval. El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FRecet No.: Date: i= / : Il I . ►1If.'l ype o nspect o ✓ • Sp :•a nstruct ons: )_aii. . C.J r. 0 0c- 3 .e.-s ` -0 ' Date Wante.: / P.m. Requester: q 9 Phone No.: 9 e ? _ Li, SP 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. [ecePt No.: INSPECTION RECORD Retain a copyy with permit Uate Id al' PERMIT NO (206) 431 -3670 Corrections required prior to approval. ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Li► c`. � �'r 1/21 '�icr: e+.: 50 f boo *A* . ' l i r. I.: iti �`'� a e.: ' 4vn ,, / + 7 / fr • eclat Ins ruct ons: Date Wante • : 41".. Requester; r % /n Phone N . 44q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0. C INSPECTION RECORD Retain a copy with permit ❑ Approved per applicable codes. COMMENTS: ' )04f t - . s G4,71 ate: PERMIT NO (206) 431 -3670 ❑ Corrections required prior to approval. � ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, feemust be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / /9i1_) / � � Yp ° o ,,�" ,, f) i A �f e : g 3 !'"�J Date Cal ad: 7 , �„ Special Instructions: Date Wanted: --37 am p.m. Requester: 1 Phone No.: q ,( q 44 D3 Approved per applicable codes. [cePt No.: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ❑ Corrections required prior to approval. ,COMMENTS: Date: PERMIT NO (206) 431 -3670 - Project: /f,��1, I/c_ fr/ if 6/4)---V7—, fy / '-f Type of Inspection 3 ! r,A- - -�'r !�J G� Address` (/ Date Called: Special Instructions: Date Wanted: ) �z 1 i 2 Lam" i 7 _ Cii5P. m Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `Approved per applicable codes. COMMENTS: ' dome / //- Inspector; INSPECTION RECORD Retain a copy with permit A 4 ' 71— 7- 76 e? sae> PERMIT N (206) 431 -3670 ❑ Corrections required prior to approval. Date ''2d8 ? ❑ $30.00 REINSPECT!' FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: (Tie: • ro ect: .�' r��p�n r ype o nspe « on: GC Add ress; ��� y�, ,i, 51 /s �}'� Date Called: Or Special Instructions: Date Wanted: �p� Requester: Phone No,: qa ry�w. q^'• t^• F�' rR+ .^'t.^:;*-��'S.+a— .-..�.... ---, +r.,•, ,.:-- ^zrr^- „fir « : -r.vPi •^c^'t'.r pasamsx�- W"a+ .^^;. - .� C x, INSPECTION RECORD PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g Approved per applicable codes. Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paidat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e ! ti Q l Ir / Type ofIn•1?: «io : 1 1 r �^ 4 1 Date Calle.: ) q z S pecial Instructions: Date Wanted: F M " / z, am p.m, Requester: c9 Phone No,: g4tq .- l 4/0 __. :rwm. ec"±b±�,�CMterri,�""`�j 'r lea` NMy' wG�r�� -, i7 k;,�j,'�`�"fi"f'�� ) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. -15Emr-ti (206) 431-WO 0 Corrections required prior to approval. COMMENTS: C] $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro ea 12 � t,.p� ( Y� CC�� Type of Inspection; , . �rrU la - tlo r� Address: to 5 l So p) Date Called: t ,, 1 1„ ;: �I Special Instructions: Date Date Wanted: l ..(...1_R am. 6 Requester: R ob Phone No.: (1 1 I C1 LI 4 ()INSPECTION RECORD Retain a copy with permit S•' • 0. CITY OF TUKWILA BUILDING DIVISION ,,,, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ ' Approved per applicable codes. [ecep tNo,: E R (206) 431 -3 ❑ 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. lfate: ro ect: • y t r I L 1 l Type of Inspection: Address: , , (0 1 I JJ Y t Date Cailed; I , Special Instructions: Date Wanted: -(‘---- sm. Requester: g n,iij Phone No.: Receipt No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. INSPECTION RECORD Retain a copy with permit r0 Corrections required prior to approval. COMMENTS: �crvrS� 3 1-4 sr : I ,i_ Sit7 N - ✓.J o f t A-rH 71 A NO r /�•!Lclur D,2A -t J P sr (c huh . ?t -�z , • i A o 61Y4 -r (41A6 NSP� -r n) • 3) Fr rt.. FTt1 P P,A4c —rn r'-14 ` r,l r c...S (Arz i «- OPt • f'cg- C-4 CAA pr t t p tA.T" t,Jj-1 A) , HOU3C I 1.4 us �1; Ole-- 7-o t hat D. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must tie "paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: PERMIT N (206) 43 i i A DOA)'. d . 4J ' ype o nspect o d a. �7/V i I Is P1 Date Called: r _ f /�, � 7 Spa at nstructions: / �� Date Wanted: /''' , 5-"i .a p.m. Requester: Phone No.: 1/C _ epl 3 s• o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. Al 'Of c A $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept 'o,: tr• COMMENTS: Z, , / / ' i) 77:-',.. S r 5 yJ °'� -lam /7 ri. / / 4 : , 2) y " ' . 4 C 4 c �� , c vii ll° ri-L' A1 ( ( { .,1‘ 1.ik' Dale Called: r .i / — �•- , t � i r _ o l , i / L , L _., r. of a L ..e„,,/ hal4/34. Ax, a . . , oaf- 0.- uu / .6.1 7 , ,' S 11 7 r,,.,,,t,.? 4,1 ..L. (ld /2, 74 8 - Project: ( t e r C� �` Type of Inspection:,- IAA i Address c � a , Dale Called: r / p Special Instructions: Date Wanted: '"P am. p.m. Requester: Pho No; -1 /( ��,, ��(( 2 01. ❑. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ CorrectIon�required prior to approval. nspector: A Ina iW ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I• tt it r :., r ( V tfr` R (206) 431 ''t 'ro ect: ... , r ype o nspection: eta& .. , .''re , ••te a e.: Special Instructions: Date Wanted: l a-- y � am m. Requester: Phone No.: Receipt No COMMENTS: ' Retain a copy with permit 4:1 g 68 INSPECTION RECORD CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. )4 Corrections required prior to approval. M ?n Pv t Pe 1/4 6e /Lw n /0 0a s--e-4 u el. r rile) e y 7 00 41 7 .c-� cry %e( C c - ,.�. 0Z , / / , , ..1. - 3 ,S 3 , s G s ,b ce . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: rl � c.doorn Lc* 1 type Inspection: Fou nda ion Address: Q � 1 F P ' , _1 : J ? Date Called :1 i ` _1 ` q Special Instruc (ons: ^^�� L /= ''22' ''22' Date Wanted: i 1 —I 3-fi elm, Requester: R , Phone 0 L / .- L-i" / c : . Approved per applicable codes. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Mamma, g' INSPECTION RECORD CI (osag Retain a copy with permit PERMIT (206) 431 -3670 ❑ Corrections required prior to approval Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro ect: Gb I ype o nspect on: , Address; l %d i 6 Date Called: t 1 —, .� I Special Instructions: /,;) i ' I ( p t; I( /49 7 I ., V. Date Wanted: I — g I am, p.m. Requester: Phone No.: / ' K"4s2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: OA_ 7 ; / Lv INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must bb paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.; CITY OF TUKWILA 6200 SOUTIICKNTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -381: Brigadoon Lot 1 5685 S 150 P1 PHONE H (206)433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PAAR„,T�OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ``m� `N 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Gary I.. Van Duscn, 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. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 R 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 X 8 insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431-3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 5685 S 150 P1 Lot 1 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING 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 INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -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. oww90 Plan Check No.: Ir�� ( Project: REQUIRED INSPECTIONS LAN REVIEW CAMMVTS No changes will be made to the • lans 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 a; ) 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. 5 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. 3.ngineered 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). 1 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. 2 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. 2 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 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check No.: Ir�� ( Project: REQUIRED INSPECTIONS LAN REVIEW CAMMVTS No changes will be made to the • lans 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 a; ) 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. 5 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. 3.ngineered 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). 1 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. 2 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. 2 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. September 30, 1991 Re: 1.3.r'tgac]onn Ridge Thank you, Itickie Lotze Robert 13enec1 :i.cto City of Tukwila, Planning Department 6200 Sot,tth.heent nr Boulevard Tukwila, WA 98181:1 We propose to comply with the ventilation and :indoor air quality code at this project in the following manner. 1) Install tlre)in I Iodel 360 Exhaust 1:'an in the hall. bath. The fan will 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 fan will be. controlled by an automatic control with ,a manual switch. '.i'he lrann Ilodel 360 Fan has a sone rating of 1.5 and a C,1:'.II. rating of 100 at .25 inches •of water grtt.tgn., •2) Fresh air will be provided thru the forced-air heating system. A motorized damper will be installed to regulate the flow of exterior air into the structure when the fan is engaged. The duct will. be G" 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. C 4F 1VO A 00 2 1991 PERMIT CENTER I.cYI'41 • \ \'OR'I'I1IN(;TON C'OMI'ANY IN('. (il;NI :I I.UON'1'I2M "PO12 • I\i' I.ItIti'1'A'1'b:1)1wi I.4)1'\II :N'I' • 1 :::)09 I I:O I), Sui'I'I; 103 • f31a.1.1WUI.. WA °s00 S • ((MI) .1(32-7 2 2 • I ".‘x wom .154.2073 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA. WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 Dear Sir: PHONE # (206) 433.1800 SUBJECT: Brigadoon - Lot 1 at 5685 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -381) Gary L. VanOusen, 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 /rest'oration. 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 - $60.001 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 .... , , 5685 S. I50TI -1 PLACE PLAN '1150 " . " M.F.E.• ...... ... l.©1 1 BRO X: inr41I "1150 10 20 1i20 FIFE wrpRANT i.j } W 100LP8'•DIW1 1498 LF 8' 0 :PVC B8\! 483% 40 The - i 10e.? b' +L ►0.M w 260 I) STORM DRAIN AND SEWER AND WATER BEDDIts 3) PIPING LINES O MEET TUKU DRAIN, A WATER AND IEY S ANDARDS SHALL BE CLASS "B" BANK RUN GRAVEL 2) MIN COVER TO BE 12" ON ALL UTILITIES 4) TOTAL OVIDE SILT MOVEMENT ENCE AND STRAW AON NECESSARY FOR EROSION CONTROL. LEGEND 5" O PVC SANITARY SELLER 4" 4 PVC SANITARY SEWER SERVICE 5" 4' P.I. CLASS 52 WATER MAIN ._ " 4' WATER SERVICE --- - -- 12" 4 R.C.P. STORM DRAIN 4" 4' PEIF. POOTING DRAIN y 4" 4' SOLID PVC ROOF DRAIN ••-• PROPERTY LINE PROPOSED TOPO LINE • EXISTING TOPO LINE _- -- -- 30" UTILITY TRENCH ■ CATCH BASIN a SANITARY SELLER MANHOLE FIRE HYDRANT ASSEMBLY GATE VALVE ASSEMBLY CONC. THRUST 0-41 i> -41 STfET LIT BLOCKING M.F.E. MINIMUM FLOOR ELEVATION M ,SE. MINIMUM SEWER ELEVATION DRAIN ELEVATION M DE.� MINIMUM FNPN DRAIN ELEVATION 1 13ELLEV E UE, W 9000 462-1I22 103 4,OTZ5 -1 WORTH IN I'ON COMPIA► N" •71/h/'1 i'1 ALL. A,..,,..... $.Ir • ..IL- ....._. niA nnnneNti:. f=2.Mt07..C,/'n1.1' A r■/-0,04 .r,n4 ' irn aNe-1 1=1 INr R 18.00 La 25.01 D 89'20` )a n"1 RECEIVED CITY OF TUKV■111-^ OCT 3 U PERMIT CENTER temporary erosion plan South 150th Paco silt fence placements The Plat of West Ridge Tukwilla, Washington SITE PLAN Lotze Worthington Company RECEIVED PERMIT CENTER •• GEOTE CONSULTANTS INC temporary erosion and utilities recommendations and conclusions driveway locations llll, �iiut ggto This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthington Company Inc. The undersigned does hereby assign, transfer and set over unto City of Tukwila all right, title and interest in and to $15.000.00 (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 Worthington 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 $15,000.00 until a release of this assignment from City, of Tukwila is received. Signed and dated at 13 of U.t o •e,,.i 19 9 / , Depositor ASSIGNMENT OF ACCOUNT ank Officer for Washington Mutual Savings Bank Bellevue 10525 NE 6th Telephone: Financial Ce r P.O. Box 426 (206) 464 -4855 Bellevue, WA 98009 , Washington, this J g4/ day ACCEPTANCE The Undysigne{ hereby, accepts the foregoing ASSIGNMENT OF /642g/9/ Date /v/� .P/9i Date NEWTON INSURANCE AGENCY AND BROKERAGE THIS CERTIFICATE CONFERS NO RIGHTS DOES NOT AMEND, IS ISSUED AS A MATTER UPON THE CERTIFICATE EXTEND OR ALTER OF INFORMATION ONLY AND HOLDER. THIS CERTIFICATE THE COVERAGE AFFORDED BY THE PO BOX 2606 KIRKLAND, WA 98083.2606 COMPANIES AFFORDING COVERAGE F COMPANY A AMERICAN STATES COMPANY DOMED LETTER g COMPANY LOTZE/WORTHINGTON CO, INC TER C 12509 BEL -RED ROAD, #103 COMPANY LETTER D BELLEVUE, WA 98005 COMPANY LETTER E :: �.;:.r,x: S:!,4 v.S.Y'::., %.).p �N w•il':a: rn •y .L'•!, /.'rix•:n.�": ;,< ,i,;r!.., vp %:! . p +•;k >:'.i';.::: ;':3n;: SIv'CQ'�'P'{.: `•A,: �: � �•4.9 xi.N ^. d Y..: n`•Y,/i.. k, • ": �t2 +.;$`1jYi ; ^yq. :C " ,. , 6Y: :�k.; . ,+ pd y. 'r.': ••'. 4':y. ...q8),... .L: •, •j .T;,:... .y, v. q.Y 4. , ,� ; ,•r1 >.i •. ;.P4 <•. aa'. Y n¢ y0::', v4 :(k; ?•:JS. j.ryd•9 ;a.. YY +..v x:f9": :....:u,Y4".xsv..�.w.. rn.�'V:f: i{'}, y• :Y.. " �:LP �f('! fit' ...�•�;5'.� N'„ J.'•..; �.{. n< ���RSb, Gk�r.• r. �fi.•• v: 4>.• R• nwY>... 3. 4�j xu4, �n�Y: 4. 8+ Cnl f': �4L�sniv. �,s.•ia���i<r.0.1yn•��!a�R:l• <. pry: a,"<:l: rv." ��g .8.a.�'XYGb.��WCC�4AQ•��iY�i(�� .. ' .... "x'W � .� . . .... �h�, ✓�Ak�r.3 >. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO) INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH nil CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN Y REDUCED BY PAID CLAIMS, i COI TYPE or INSURANCE ' • POLICY NUMBER I POLICY smarm LTR i } DATE (MWDWYY) POLICY EXPIRATION LIMITS DATE (MM/DD/YY) i I GENERAL LIABILITY i i GENERAL AOOREOATB 1 1 1 X 1 COMMERCIAL GENERAL LIABILITY i PRODUCTS - COMP/OP AOOR. f 1 X 000 000 LKI f CLAIMS MADE X I OCCUR. ? `: 6 I PERSONAL a ADV, INJURY f 500,000 A �` } OWNER k CONTRACTOR'S PROT. 01 -CD- 009868 -1 09/25/91 09/25/92 500,000 i EACH OCCURRENCE f } } FIRE DAMAGE (Aey am Ms) T1 50,000 i : MID. EXPENSE (Aq' coo ;snail 5 000 AUTOMOBILE LIABILITY i i COMBINGT) EINGLE f I ANY AUTO ; LIMIT } 1 ALL OWNED AUTOS } ': BODILY INJURY f I SCHEDULED AUTOS i (Pin 'on* HIRED AUTOS 4 BODILY INJURY f 1 NON•OWNEDAUTOS GARAGE LIABILITY ; (P eo ) t f ! PROPERTY DAMAGE S EXCESS LIABILITY i EACH OCCURENCE 6 f UMBRELLA FORM ' AOOREOATE f OTHER THAN UMBRELLA FORM i ' Rffingeni% '4f-'') ' ' "y^ 3,114.14 • 1 STATUTORY LNG'S �' ::. . y�'"� <^ • : r � •:: WORKER'S COMPENSATION i , J axi >3k o 3S. AND J i EACH ACCIDENT ; r DISEASE-POLICY LIMIT 1 f I f EMPLOYERS' LIABILITY ° } i i DISEASE-EACH EMPLOYEE i OTHER REC IVED •_. CITY Ot: TUKWItq C /T DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES/SPECIAL ITEMS ! • In PERMITCENTf:R P�' 41, j% I vrER •. . } n i .OYf xr Sr ,k:a:.: �: a: ;S • • :M„• : F a.4i: �:':; :5;:"< "4i v� %:!i >i ::>: ii: ^r },• •. r 'S }' %• p:�'� •:a' :' �:yYa.': 'Y v4, . •• SY :.: <•: Y.., :! ; �.%,. rlC ar l * Or: ��}1p.• �n.k • a ::€;�.xk . i¢ %.�•. <.. • :try. !k�x• <:: �; .�:;.. ., ., .. 1 �f ,� .' ;{y / ; •k y:y S� •..�.d. •.t ' °Y•:C,+,'• it a1...f •p .,k, 8 + � "'... . K p.V:. 1/..... .. A...... � ... M�litl C�i. 1::<;n`�.5�4�...,,niA.•xa.k�.S tea... >p.2�£•�b F•�.n.....x•�<.:, •• � &•ta>.•:i4:' j�an'1.:+.h?!T •. •:�Y... �. M)•. R. �. U�: I` b: ��C• n• G. k. n+ x., it: f:. �i xt�Fx.+ fnrnF{ a: on• k. �• S. p•, f.?: �: 0.<w 'A���1.'�'����.c�D.�4'Ai{sin•9� .•h1�: $ `' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO i MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE The City of Tukwila ; ; I LEFT. BUT FAILURE TD MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR Dept, of Public Works LIABILITY OF ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIVES. 6300 Southcenter Blvd, 101 AU HORIZED REPRESENTATIVE Tukwila, WA 98188 401p .c . % %M• %S % l k oz ?, l x p %y :. • ix ..., �. .:4 o.y... y , rimit , : iY :kt'S "•YalXev,w riv " n'nxy5) ?:: :r'„, /.• N I v, ,y. . „ „,„„•i%,.:(„::y:,,„,, �.a_.�.,�.,R ..g�u:<.,(¢ `^ . ZR a1 �.cn r � � P r # . 3 �#' . .a ��� � "u ' • �r ;i, ... ¢�¢f'2x•• F •:¢..,..k.).}`b�¢ .. ?• x !' 47 ,. �Jf � - '. ,<. ,� r... n4�Y�': ^r•�.x _._.... r... ,.... LOTZE WORTHINGTON !►L7CJKIl z ..if TEL No .206-454-2073 • Oct 31,91 8 :41 No.001 P.02 ..::....': ¢.t??k:.d3: •: '•S: ?..c�`'i r4, '..:;•^.:'v "fry i2•iy: �t:Iy A Y•, : j : 1�, % (.,; n:.. }S:i1: S;c,S::.;�.;•y} .21! 4 " :r8 •, wR R: •< %l•n/ik • DA I P . COMMENTS alb t� �� 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 — 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. individual • IIIII r ACTIVIT LOG BUILDING DIVISION PLAN REVIEW NO. 91 -379, 91 -380, 91 -381 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 1, 3, & 4 ADDRESS: September 18, 1991 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. PREPARED BY: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ROBERT BENEDICTO, PLANS EXAMINER 1. THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT AS OF JULY 1, 1991. 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 OR ADDITIONAL DOCUMENTATION MAY BE ATTACHED THERE TO. ENCLOSED IS AN OUTLINE OF THE BASIC CONCEPTS OF THIS CODE REQUIREMENT AND THE VARIOUS METHODS OF SHOWING COMPLIANCE. PLEASE INCLUDE IN YOUR SUBMITTAL, A NARRATIVE OF METHOD OF COMPLIANCE, FAN MANUFACTURER, MODEL NUMBER, C.F.M. RATES, SONE RATING, DUCT SIZES, AND PROPOSED METHOD OF DUCT INSULATION. IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, CALL 206/431 -3676, BETWEEN 8:30 AM AND 5:00 PM. DATE: September 18, 1991 * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW NO. 91 - 379, 91 -380 PROJECT NAME: BRIGADOON RIDGE LO_ T 1,, BLDG.PLAN 7150 LOT 3, BLDG.PLAN 7155 LOT 4, BLDG.PLAN 7150 OCCUPANCY GROUP: R -3, SINGLE FAMILY TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O,K, PER TABLE 5 -A, REFER CHECKLIST BUILDING HEIGHT /NO OF STORIES: ONE STORY, DAYLIGHT BASEMENT. FLOOR AREA: MAIN FLOOR = 1454 SF LOWER FLOOR = 578 SF TOTAL DWELLING 2032 SF + 730 SF GARAGE W.S.E.C. COMPLIANCE VIA COMPONENT PERFORMANCE APPROACH WATTSUN PROGRAM. REQUIRED INSULATION VALUES ARE NOTED ON PLAN. O.K. VIAO CODE INITIAL REVIEW SHOWS NO INFORMATION REGARDING COMPLIANCE WITH THIS CODE. REQUEST THIS INFO. NOT LESS THAN ONE SIDE. SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. 1/ 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. SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE AP LICABLE AND ARE INDICATED. FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. • R -3. DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (C) 6. '5.0.(v. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON M L & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (C) 2. 10/ '-iMMBitr-Ttettlt 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. ' J` ZIzd Fea9(2 - 'F Mitig SAN 4M 'e Et4 r9rx) ip p, FNDNN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 INCH F'�1C THTCK et-t T H F tt ID 16E. NsTac F,IREPLACE WALL. p. FLOOR PLAN(S) ALL ROOMS ARE LABELED. V 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 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. 12( FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC .1212. e{- .2.0 C&LG'S 44sAPE 3e0c.I g (C:s'0 F-Lm'P°E. 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. Q ROOF PLAN ALL ROOF FRAMING IS RAFTERS AND HEADERS. GRADE AND SPECIES PLAN. NOTED OR DETAILED ON THIS PLAN SHEET. U.B.C. SEC.3205(c). ROOF PLAN METHOD OF PROVIDING 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. V 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. e 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, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. R -3, PLAN REVIEW CHECKLIST — PAGE 3 STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. S 'Ff.tLLj e _ STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (c HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE BEEN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. WG3j ..1 "z(1?-4Estg 0.1:70P V 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. CHECKLIST PREPARED BY: DATE: `` Site: Lot 1 Brigadoon Ridoe Tukwilla, WA • Homeowner: Same Mail: | The PROPOSED design *COMPLIES* / i 1 COMPONENT PERFORMANCE | ENERGY BUDGET \ REFERENCE DESIGN BG Wall BG Slab On Grade Slab Floor • Glazing @15% Doors AG Wall Skylights Ceiling Infiltration Component PROPOSED DESIGN COMPONENTS 8G Wall BG Slab On Grade Slab Floor Glazing @11% Doors AG Wall Description with R11 batt 3.5' depth REFERENCE 591 9.61 R10 2' horizontal R19 vented Joist 16oc 201 Vinyl 1/2x Wood 1-3/4" solid panel R19 STD T1-11 1991 WA State ====,= WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/i2/pi FILE: C:\WATTSUN5\PLAN7150.W5 HOUSE ID: Plan 07150-7155 Analyst: Jurisdiction: Utility: Floor Area: 2356 ft2 Builder: Lotze-Worthington Company Weather Data: 6eattle. •NA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 Enerqv Code. PROPOSED 550 8tu/hr-F 9,05 kWh/ft2-;r Reference Component Value X Area = UA U~0.041 378 15.5 F-0°640 i`)Bƒt 69.1 F-0.540 150ft 81.0 U-0.041 506 20,7 U-0.650 353.4 229.7 U-0.400 20 8.0 U-0.062 1840 114.1 U-6,�36 8.0 0.3 U-0.036 1454 52.3 Reference UA 591 •Value X Area = UA -----------~--------------------------- U-0°062 378 23.4 F-0.630 108ft 68,0 F-0.700 150ft 105°0 U-0.041 506 ' 20.7 U-0 260"0 140.4 U-0~390 20.0 7.8 U-0.065 1933 125.6 �� ������������������� RECrE~ED" - � � � � ��� '; '; � ^ �� ��v� =__ = = =' ,=,. Items in parentheses not included in COMPONENT PERFORMANCE tqtals, =====_____~==-======================= Page 1 FILE: C:\WATTSUN5\PLAN7150.WS HOUSE ID: Plan #7150-7155 Skylights Ceiling Infiltration Struc Mass • HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size @15()%: Average Annual Heat: Annual Cost: Cooling Load(at 4F dt): 22446 Btu/hr Recommended Size @125%: 2.6 tons PROPOSED DUCT SYSTEM SUPPLY RETURN 201 Alum 1/2" R30 blown Attic STD baffled Standard Air Sealing Light Frame. Sheetrocr walls M-3.000 PROPOSED • Gas Furnace Payne 376can048075/ All in heated soace All in heated space 80 % 76 34695 Stu/hr 34695 Btu/hr 52042 Btu/hr 105 MBtu 591 Ventilation Type: Non-Heat Recovery Option: Option 1 Solar Access: Partially Shaded U-0.820 U-0.()3b B.0 6.6 L454 52.3 ACH-0.350 19750ft3 (126.5) ---------------------------- Proposed UA 550 Location Avg Rva1ue Surface Area --_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_____ 2356 7068^0 -----------====-=--=-� Page 2 ==------=-�-�=�==== FILE: :\WATTSUN5 \FLAN7I50.WS HOUSE ID: PIan #7150 -7135 GLAZING ORIENTATION South: Southeast: East: Northeast: PROPOSED 65.0 ft2 0.0 65.0 0.0 North: Northwest: West: Southwest: PROPOSED 65.0 ft2 0.0 .65,0 0.0 e - - - -- _- - - -- . . & - - - -- = - -_ -- Economic and energy consumption estimate\ are d esi ned /or comoauat£v\ purpose).only: Actual cost Tor. heatinq ilJ iaty dependin\ on ¥ /&$hbr \condi#ionS, Occupant l } f /'and other factors. = = = = = = ® ---- = - _5 - . =- e ! ¥= . Page CITY OF TUKWILA 6200 SOUTUCENTER BOULEVARD, TUKINILA, WASHINGTON 98188 MEMORANDUM fee calculations No.18 LOT t • The soils engineer of record will be retained throughout the construction phases as necessary. ' 'Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted ' ' stricted to dry season construction (Mid June thru October). A schedule shall s be provided outlining diy season construction. A temporary erosion control plan shall be part of the submittal to mitigate all potential erosion problems associated with the construction of each private unit (3) :.- three Deciduous trees shall be planted on each lot' prior to final approval' of the building permit. As a requirement to the Final Plat approval. FIL COPY I understand That the Plan Check approvals aria skied is errors and omissions and approval of plans doss not avihortza thia violation of ow akla_ coda or ordinance. Rsceipt of ;cnntr. tar's copy of - . plea acknowledge/J. r • 1- & I' r I CJ II I x 12 x I'j I • FOUNDATION NOTES: FOUNDATION PLAN 1 b Fc:oTi Ne9 GGXfG WALL- 1, ALL- ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED ; d BEARING CAPACITY TO BE 2000 P.S.F. - .f • ALL WOOD IN CON IAiL°T WGTH CONCRETE TO BE PRESSURE TREATED., ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. SOUD BLOCK OR BRIDGE AT MUD -SPAN OF A . FLOOR JOISTS WITH :e SPANS GREATER T ,; THAN iQY..pM, .._� t�, } . FLOOR JOISTS SHOULD BE SUPPOR3"EO LATERALLY Ai EACH ENO Awl AT EACH SUPPORT, BY SOLID BLOCKINO BY NOTHER.APPRQMFt.; METHOD. t , ° • •.t' 7 - • • y . q + r *or , ;` c ml� 3 f r . / , X1 .. •. 7 •. .. 1311x. Dia140 4 fws .":"?''.."$ ww k'E: W iaiurnws lbw "Mtu.o.►oetr %ANL u 0.54 6444/ 4 'BFI' �il'��SCM7�•; 1 .':.:1511111i.iiiiifillitgli'illiiiiiiAriWsi roil] et, ill iiiii di — 'FF FLcct2 q0 -L1 -b )( 61 OW 41-4-- J 42N1 4"2 2 6-TUs2AL- hlist_Liv. Garage ar1PobT'4 $Lt btvie GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 1988 UBC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES 10 OUTSIDES. Y EN 3. V t'dVRtER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70" A$4VE DRAIN INLET 6. SHOWE LIMITED s TO BE 10 MAXIMU 3 G.P.M. FLOW!/. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET 1D B2: SAFETY 3LASS� , � ,, 8. ALL GLAZING WITHIN 12" OF A DOOR CHI WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS, 9. ALL SKYLIGHTS 70 BE PER UBO CHAPTER 34, ' lo Living MAIItFL- i4s4. w 'Fr t 4 r' 6 ez_ep t el4t2Ae-/ G 1 FT - ToT' 4 22c„ 3 `? FT G_LAzIi)& 4:p or (I% R--to Y4 L f iJ or r 4.e 44 1011 4= 4 III piev 2x ZpiG t "I I f 1`t� "1" .1 ° "t t` tl, 5 No.18 ,, 6 1 ..N... a.+ �.x v r ,. O1; 4 4 01 /%1•471 3174:sffrP?1, .•u:n yet jay.r:. ,a?rK' :g t ^' Y. 1 47 7t 4 ' . .. �£ t5 !� .. . ,...�. , 4 3 r r ,--. 4x 4- re'.11'+9 (Akat%izOONabia �ATaI. klovVMENT ..12C MI MIN MC =I ■:=11Gurier $11111111 - MOM MINIM -- 111111•111- UMW ...IMAM Agin o 2 1• Jolrriv U LO Wt ArrPt 1-14440e o Tb 1.<55174 I e.ovret9 TO Kim W I TIC �2 r1 L�sl�✓ 2.4 1rnC�r�Fs�ep. FLOOR FRAMING PLAN ,- FRAMING NOTES: .,? 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLocK OR BRIDGE AT M1D-SPAN OF ALL FLOOR JOISTS WITH • tF _ ^A SPANS GREATER THAN 10' -0 ". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND ,v AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. ,U. Trt? 1 6 1Z I rrt.. flzoM A e'. CTKP) ALL FRAMING TO COMPLY WITH ' SPACING 10 CONFORM TO UBC SECTION 2510 (F). BOLTS AND OTHER FASTENERS 1;1111111M • 'r'r '' 111 `r ; I 21 , II rfil Atto AIM& rxialitron 1 ,,„ 1154,frar .1111/44F AtelPWAIWAr> r A Fir UBC CHAPTER 25. NAIL SIZES AND SECTION 2517 (J) TABLE 25-0 AND Ttio CONFORM TO UBC SECTION 2510.: r1 11r r3�r�r r�r�r`�il��lr�i ►Itlr'�'tl' JI ►Ir rl'rlr I 1 I I 6 No.18 ff nIM L 9 5 fi fl Z `w3 *i I rr 11(111111 III Millr Mi Gf I z'r7 t? "1'eup 4-02 ( GNn fl)( SAN I2! 2►► f ROOF. FRAMING PL N ROOF MME N 1. ALL HEADERS `10 SE 6 x'8 OF #2•UWLES$ NGrEp OTHERWISE. 2. ALL TRUSS. SHALL CARRY MANUFACTU ERS STAMP. ' S ' r SHALL HAVE DESIGN DETAILS AND 110ECIFIONtIONS N SITE FRAME INSPECTION. ,'. 3 I ? f ,; �' I. ar r.'i SHALL SE INSTALLED AND. DRA4 M NUFACTU aR'S t;' SPECIFICATIONS. , ;,, ' le NCB TRUSS SHALL SE FIELD MODIFIED WITHOUT PFIOR CONSENT OF THE ANt ,THE U LDING tEIART 14. P.R( A S E MINIMUM ' sc 30" 04:114 �etINIMLJM s '1 li • '.% n 1 OM ,.. " , y�.1 t � x�. ?. i! . . � lrtr , t r � �k ' y 9 rD �tb ti . ..." ., 4 r 1y22 e✓p44.1 12 P& DE itTTIG VEN'ilLialON PER , u yea 14 14 'Ti-rraL. VNTI C - 1 - I OF Pr.e.epiJilZaL9 - ° 1. Co frJC,) DI= 141 FT My`aT r,Fs 4 rrU 1 `fop V/3 of c.. CITY OF TUKWILA APPROVED i OCT 1 1q31 1 11 4 tilt �if i1 I ri f; Tx 'ry T IYII T I 'IlilriliihIi��.i�ilfchilli 6S'S^ L iitili�iiiriili 9 =' ' i��i�Ii $ il!iI he'd) I x 3 ov Erz Ix to 2x34' - r I x to !IIflU11111111111IIIIIIl Holum IIl1!Ifluiilimmi 1WIIII IIINIIIIIIIIniffilm11-- -•,•.. !4� I P rEFJH 111 �i r ( ir7tt 1 11I�I i1ijI 1 51 --=_ No.SB 4 L-OUVR ‘161 I ■ 1 y 2d. LOUV VGN 2x (p T(4. t2L»2 w/ I)( 3 I 71211-1 RIGHT SIDE ELEVATION EF SIDE ELEVATI vL- FLASH 1. .4.4 - o t:X -Nr t 24 ,III )(lb 11 GONG _ rAh '(b 0-r vie) Nita 12 mtz.L.4 �cv u IrA-i 12AI L w/ fi v - r 2x0 6 -j' ac 4x4 jo 6/124A /20 19 y1411,1601. 12pop I / )( €' ra -90/4 o t / 1 i miL G /( 1•-+ 1 �U W E oot C 1 x 3/ 1 4 4 i x )x 4 p.11Nn01,.1 - 11 4. 1M • 7 4 7 e61101 17 I N� . c" REAR .411.114m. .48444 I 1 .: IIC i ( C.4 hirrV llliIilil illlIiii Il f li l lllifl i Illi.hiii ;IA ire Ilti llli ill7f thlir ` 1 r SJL •s 11 ` ✓ tiet.J �1ITh An- : J r) x2L=r t,' i C' fI -1 Gli °TN tiz �' Lim , 2;1 11 00 FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK Ut NEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATF.F3 THAN 10' -0" 5. FLOOR JOISTS SIHCit`LD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPOFIT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. r ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECT ION 2517 (J) TABLE 25 -Q AND SECTION 2510 (F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2610. 5. PROVIDE ATTIC VENTILATION PER UBC 3205. ROOF FRAME NOTES: 1. ALL HEADERS TO BE 6 x 8 DF #2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS: SHALL CARRY MANUFACTURERS STAMP SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT. OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x 30" WITH MINIMUM 30 HEADROOM. • , acs 1.0,c —v •r+y, ion c ..� -.. = — .rnwxr . . /Art (. / -vr J (4 ci4 k ) .:. 9s.': t;•,.1, I ,' ( ` / ' r i" No.18 • • RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt A EI i ;illi iilllOM � T ��I :r >>iril���l�l . Mill l��i�i l�ll�ll �l��il ll�l�� ll ll ll�°r�l w � 101 RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt a, 8 111411 L : 01111111 1 OM i „- „iii,m,„,1,11, 111 I 8 111411 L : 01111111 9' 1111/111 OM i '4 11 ' 1 Wi >d 1 or ?TiJG (`)01=ATil 1 To ILeY.) ' 10 R f ) • . ;- HIP' 1-4/0 1 1)z..11_4, r L. utit> STAIR NOTES: STRINGERS TO BE FIREBLOCKED AT BOTH "TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION: MAXIMUM RISE 10 BE 8”. MINIMUM RUN TO BE 9". MINIMUM HEAD HEIGHT TO BE 6'-8". MINIMUM STAIR WIDTH TO BE 36". '-z? i f • ; PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. " L.rt PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W/MAX 6" CLEAR SPACING BETWEEN DIVIDERS. & - Gasorroa Mut,t, w / 1 0 /004, 1 OF oisio 'KW 1" 01-11,PwleMT ?..L.C2c rpt,Q.1& osz E5W rooriv46, T2 e; m114 c-omr v-Viv mug" otz Gor7ANte evAa-V-0 ‘A/ . (24" 4)0,64e.ea) w/ 44�4. - lb ee-• Ve kV 24/e• ft.:(4o7V 1 FuGul , o 6 42 Afrre.c.vmo l vit4elze re)-trelet,) 1 vat.vT(55 ex,oc.dv.iNca tbeiro-t6 r2-v Irk v‘oforr 6#1414.3e, )4)0 dioti.vvp , , 4- pteers re: e rArtwit.i, • DIVISION 1. GENERAL REQUIREMENTS All work shall comply with the most recently adopted edition of Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Washington State Energy 8Y Code , and applicable land use codes. Contractor. shall verify all existing site conditions, site de- velopment dimensions, and building dimensions rior to proceeding p p e ing with the work. Building perimeter and floor elevations•shall be established and building setback and height restriction compliance shall be verified by licensed surve oy r prior excavation. Any discrepancy in the construction documents-M11 be imruediatel brought to the Architect's attention for resolution. y Written dimensions shall have precedence over scaled dimensions. DIVISION 2. SITE WOa{( Clearing and grading shall conform to a licable regulations, '1 PP $ ohs, and shall l be conducted such that erosion of soils is minimized. All footings shall bear on firm undisturbed rbed soil. Foundation design is based upon an assumed average soil. bearing value of 2,000 lbs /sq. ft. unless stated oth rwise.'Provid e concrete fill under all over-excavated footings coarse granular fill under all alover- excavated slabs. j Back fill foundation drain at perimeter of building with g coarse granular fill (1 1/2 -3/8 clean washed rock) with minimum of'12" wide blanket extending to finished ed grade. Protect drain tile and waterproofing. Compact areas within buiidings which -are to be covered by concrete slab to of maximum dry density. Compact areas to be covered by paving (walkways, driveways, patios,) to 907. of•maximum dry density. Rough grading shall provide positive drainage away from building.. ee Trench to elevations below frost line for storm drains, water lines, sanitary sewer (or septic system) and irrigation sleeves. Provide perforated plastic pipe foundation: drain where shown on drawings. Connect to roof drain and storm water system. In jurisdictions requiring separate roof drain lines, ptovide tight line connected to roof drains, in addition to perforated foundation drain. Rockeries and retaining walls shall be designed and installed per applicable code. DIVISIC :: 3. CONCRETE WORK All reinforcing steel shall be grade 40, deformed bars. All tie wire shall be 16 guage double annealed wire. All anchor bolts, nuts and washers shall be ASTM A -307. Lap all reinforcing bar splices a minimum of 30 bar diameters. Minimum concrete compressive strength shall be P.S.I. at 28 days unless noted otherwise. Footings and foundation walls shall contain a minimum of S sacks Portland cement per cubic yard, slabs shall contain a minimum of 4 1/2 sacks per cubic yard. Exposed aggregate slabs shall contain a minimum of 5 1/2 sacks per cubic yard. Provide broom finish or exposed aggregate finish for all exterior concrete walls, patios, stairs, porches and driveways. Provide fine float finish for surfaces to be covered by resilient floor-' ing, tile, or carpet. Provide steel trowel finish for interior walking surfaces which will not be covered by flooring. -.> Slope exterior concrete slabs and garage slabs to drain. Provide wood, plastic, or fiber expansion joints at 20' O.C. max. Protect all concrete work during curing to minimize evaporation. DIVISION 4. MASONRY A. BRICK VENEER MASONRY Utilize standard size new brick units, ASTM C 216 in running bond unless shown otherwise on drawings. Anchor to wood framing with corrosion - resistant anchor ties, minimum No. 22 guage x 1 ". Space anchor ties such that ties are attached at each stud, 16" 0.C. maximum horizontally, and 12" O.C. max - •imum vertically. Provide No. 9 wire continous horizontal ties- at 12" 0.C. maximum, corresponding to an hor tie place - ment. All veneer masonry shall be fully bedded in type "S" mortar, and provided with weep holes. A11 exterior joints shall be either rodded or flush. B. STONE VENEER MASONRY Anchor stone veneer units, 5" maximum thickness, to wood studs or masonry backing with No. 22 guage x 1" corrosion resistant sheet metal ties per section 3600 U.B.C. All stone veneer masonry shall be fully bedded in type mortar, and provided with weep holes. C. GLASS MASONRY Glass masonry units shall be minimum of 3" in thickness and installed with type "S" mortar per section 2407 U.B.C. D. STEEL LINTELS Provide,' steel angle' lintels', F - 36 000 P.S.I. a v . Y > . bo a all : nori- arched openings in. brickor. stone veneer r : mason . The lintel sizes' re ;, „y - follow in g a intended for support `of 4' ' meximuaven thickness, -with no superimposed :loads. E. MASONRY FIREPLACES DIVISION 5. DIVISION 6. WOOD AND PLASTIC ROUGH CARPENTRY CLEAR SPAN (MAX) STEEL ANGLE SIZE 4' -0 6' - 1/2" x 3 '1/2, x .5/16 6 0 1 L 4 " x 3 1/2 x Si 1b' 8' - L 5" x 3 " 112. x -5/16 "' Provide 6" bearing at each en Construct Masonry fireplaces :of new standard size clay. brick,,-`. ASTM C 216 or a combination bf brick .and concrete .masonr units Fireplace wall. thickness shall be' minimum of 8", n n > i eluding firebrick. lining, ASTM C 27. Chimne wall all thiekness:`>ahall `be minimum.of 4" and lined with fireclay flue tile y ,ASTM C :.`3.:5... -.. Masonry above fireplace- oenin :shall be supported - b steel:. angles or by flue damper as ' m ..o Y p se blies"designed �to � suppo.rt�� such ' " • loads. Provide :°6'sq. in.,`minimum outside ; combustion Air, .; opening, complete with damper. No combust�tble� be materials. `shal e wi t h n i 2 of s �n k . o e chambers or chimneys, n or within ,1 of exterior terior chimneys. Flues shall be sized in accord - ance with cable 37 U.B.C. Chimneys shall be ° pprovided rein= forcement and seismic anchorages per..section3704 No combustible materials �� � �: • - . aterials shall be� laced " w p itFiin 6 of the. fire � .; place opening. Combustible materials within 12 ". of fireplace opening shall not protect more than 1/8" for ,each "`'1" clearance from such opening. . METALS Structural Steel: r-' GE t i Conform ` ".to.:'ASTM. A 36 unless noted : otherwise. Structural bolts, nuts and washers: Conform to ASTM A 307 unless noted otherwise. All work to conform. with American Institute of Steel Construct ion standards. All rough framing members shall be franed,.anchored,. and braced so as to develop the strength and,rigidity necessary for the purpose for which they are used. Nailed connections shall be in accordance with .table `25 -Q U.E.C. All plywood shall be installed per American Plywood Association standards. All pre manufactured wood'trusses shall be designed by a:lic: ensed engineer, Fabrication, handling, storage, installatio and bracing shall be'per engineer's specifications. All foundation plates or sills",'and all sleepers on concrete or masonry in direct contact.with earth shall be pressure:. treated. Deck framing shall be pressure treated. Decking and rails shall be pressure treated or cedar. All plywood shall be C-D grade, exterior glue. All spaced roof sheathing shall be Hem -Fir #4 common grade or better. Provide .1 x,6 spaced roof sheathing for shake roofs, 1 x 4 for shingle roofs. All framing lumber shall be, kiln dried or air drieer to 197 maximum moisture content: -prior to installation. DIVISION 7.. THERMAL AND MOISTURE PROTECTION A. BITUMINOUS DAMPROOFING Apply heavy bodied asphalt bituminous damproofing to ex - -- terior of foundation walls, extending up to finish grade, per manufacturer's instructions. B. WATER REPELLENTS Apply appropriate water:repellent•to any masonry, cement plaster or stucco pvr manufacturer's instructions.' n All joists, rafters, studs, blocking and bracing shall be HEM -FIR #2 or better, Fv= 75 P.S.I., Fb= 1150 P.S.I.E- 1,400,000 P.S.I. All sawn beams, headers, posts, lintels, and girders, 4''! nom- inal, shall be Douglas Fir- Larch #2 or better; Fv- 95 P.S.L. 1 • Fb= 1250 P.S.I., E= 1,700,000 P.S.I. 6" nominal shall 'be Douglas Fir- Larch #1 or better; Fv= 85 P . S . I . , F b = P.S.I. E= 1,600,000 P.S.I. All glued - laminated ;. timber shalt be kiln dried Douglas Fir 24 F -V3 or better; Fv= 165 P.S.I. Fb= 2400 P:S.I., E- 1,700,000 P.S.I. i i . ROOF . INSULATION Install buildih S ir4sulation Attic Rafter f e r : it f t c t .a y in vaulted ceiling Walls Premed floors " over unheated space Slab on,.grede perimeter D.- . VAPOR' BARB " IiRS. , Provide inte ri i.- l � o k � T: r8f V C a r r• insulation.: Provide- , # r' r., with .w in of ethelen_ ..;. n.�:. , p y evgpor. barrier !,n crawl space r R-38 (l:le c r t is ' resistan R -30 (Gas heat," or heat 'pump) puce) ectric resistance, as'. "h R_ (El .. g eat �. or heat, pump) R -1g R -19 the following :.minimum values: • 1•. Red cedar handsplit Shakes: •.: . Apply - shakes with 30 alb. p roofing 'felt interlay. Shakes shall be laid ith .w at ". " e her ex osure 7 :h /2 _for 18 res.awn N P � shale „ ., .� : .. es 10 r .. shakes, .fo 2 4 r ; shkes �' at ° • a ,. r . , ,,roof ` saopes of 4 12 . or greater:.. Provide';nailin fl g, ", ashng, in:,accordanc$ Red. Cedar, Shingle and. Hands lit Shake Bureau recommendations. p �' IIOIIiII IIIIIIII Ol dio iiol i iiduii ';di l hi� �iidi m 2. Red ,Cedar" Shingles Apply No 1 `ahingles ;'directly over roof sheathing..: Shi ^glee shall. be laid;.wtth . weather ,exposure of :5 ",: for No -..1,: ;;16" , shingles, . 5.'1/2 ". for ',No (1 +... in�l�es ' '18" sh - and :7 1 /2 "'for.'No. 1, '24 ":'shingles°, :at - :roof -elo P es:of '''4 :in, 'or greater. Provid "e `nailin "'fl ashin .. installation' in accordance ,with theYRed Cedar Shingle and Handsplit Shakes Bureau":recommendations. 3. Asphalt shingle8 :' • Apply ' shin g les over solid sheathings with 15 .lb. build - ing felt- underlay. , Install per manufact.urer's ° instruct - ions. 4.; Tile 'roofing Apply glazed clay concrete-tile in accordancel: with manufecturer!a instructions ana section s2U3 U.B.C. 5. Built-up goofing Apply ..:built -up roofing in accordance with manu- facturer's tnstructions.:and.section 3203aU.B.C. . WOOD SIDING ; Install wood ':aiding$ of the type and orientation shown on drawings,' over: 15 lb. building felt or approved'water vapor )ermeable, ' air: inf iltration ' retardant hou ,e : wrap, C. ROOF ACCESORIES : "�'''!''' IIIII,IIII1�1I1 IIIIIIIIl11 III IIII111111 111 I,IIIII I,IIIII�IIIIIII iliIIIII No.18 �. ;.•...... Provide prefabricated roof_ ventilation ° jack,s'of galvanized: steel or anodized-aluminum. H. GUTTERS AND DOWNSPOUTS .. Provide - continously formed aluminum gutters Provide ▪ 2 ": . x .4 ".rectangular Seal gutter corner.:connect • ions 'with butyl cospound. Connect downspout: -to drain lines`• with appropriate'transition ;.fittings. I SKYLIGHTS Provide double paned skylight units :of the size anti type : shown on drawings. Install p er.laanufacturer's instructions, including. flashing, and counterflashing. J. SEALANTS Utilize` resilient, non hardening' caulking ' designed for the intended application where iris otherwise;'impractical to ..obtain a watertight-or airetight fitting:ejoint between materials.: ';Provide - polyurethane foam backing where joint size dictates. . . FLASHING' AM) SHEET METAL ' Provide 20 .gouge galvanized- steel , flashing a � :- roof /chimney, roof /skylight and roof /wall intersections, wall. /deck'intere sections, where siding , is interrupted by ma jor horizontal ;trim, and at heads of doors and :windows exposed_to weather. Provide butyl boots at ill roofplumbing penetrations. DIVISION 8. DOORS - AND WINDOWS . . DOORS :Provide doors of the type and size ahown:on drawings. Hinged exterior doors shall be weetherst to maximum e. of . 1.0 c / sq. f t. air infiltration rate. :Sliding glass exterior dopr-s. shall 'have 'a-_ma r ai infiltration 'rate of 0.5 c�.f.om . /sq..ft... Instep doers ter m er instructions in +, -. .,.. , _anuf 9cCurer : cludin .flash n . � _. .�:.. ... $ .i. . naYlin +1 $ 4� esr . anc 8 e. s.a nd� f.inishin„ `. Prov"ide: "self closing hardware on , - ..,. :.. $ . . doors k►kich - separate esidentfal space . from ` ara e space. '. g 8 p ce. 3 WIN ROWS EGRESS S . lee rooms shall be.rovf $ p dad with egress doors with a minimum net clear opining of clear p 8 5.7 clear ft:, with minimum net cl _ . r height of 24 and net clear widt of 20 ". Sill 'height ht` shall not ex h g exceed a maximum of 44 " above the floor. LIGHT ANDS VENTI LATION Windo. -ar.za in- .habitable rooms shall ' be not le ss :;. Chan ',of the floor area of such rooms. Operable cable window: (or 'area shall be not less•than 1/20 of the floor area of rooms tovide, window units of the. type, ,size, class and pa facturer s town , nu *Pare , h on: drawings ° ,, ' , Instal - l� �plu�b, level, : ande square and per manufacturers instructions:. includin8£flash e ing, na .ling, :clear'ance, Nand. finishing.. Provide: documenta- tion of :wi'ndo class. .rating.. :All .external °glazing shall. be- double paned, excluding ; ornamental.. )azi "n .` Alll ` az ing sub �..�.. 8 8. , ecC�.to hu ari �i j , as , e ac t ' shal l be saf et, : bu t: y. gta.,ing I.n general, this 'includes. bu" not liini,Ced ,ta: lazin' , ,. �, . , ... i - ,... g ... .8. ,doors,, withih'42 .of doors within " . 18 of; floors. Gia.zngtijn . sk"�:lights ' shall. be wired' "a Y glass„ laminatedglas5 witheee roved .int.e ; rl aer having ., PP ,, y ing a minimum thickne ssof_ 0.030" or: glass minimum thickness of 7/32q.'-- ,DIVISION 9. FINISHES A. GYPSUM WALL BOARD.. • Walls,'ceilings, and structure separating residential and garage spaces. be covered with 5/8" type "x" gypsum :wall board_ ©n garage side, and shall have all joints fire- tapped and-nails ` set and compounded. All other walls and ceilings shall receive 1/2" gypsum wall ▪ board.: For ceiling supported by 24" o :c. framing members, verify suitability of 1/2" wallboard with manufacturer. Walls surrounding tubs or showers shall be covered with water - resistant gypsum wall board, water - proof surface to a height'of-72" above adjacent floor. B. CEMENT PLATER OR STUCCO Apply cement plaster or stucco '`a areas•shown on drawings in accordance with Northwest Wall and Ceiling Bureau rec _ommendations for materials,: backing, lath, application techniques, and finish. 15. MECHANICAL A. PLUMBING Plumbing system shall be designed by a competent, experienced mechanical engineer. or-designer, in accordance with the:Uni- form.plumbing Code:and.applicableqocal '::codes.; " heater insulation shall conform to ASHRAE Standard 90- A -80.. Hot water pipe insulation shall - conform to table 4 -17 of ' t'he Washington State Energy Code. _ HEATING,'' VENTILATION AND:AIR CONDITIONING `HVAC system shall be designed by a competent, experienced mechanical engineer or designer, in accordance with'the 'Uniform Mechanical Code and applicable local codes. Provide documentation of furnace A.F.U.E. Ductwork insula- tion shall conform to table 4 -16 of the Washington State. Energy Code.,' When installed in garage, heating units shall be placed :such that all pilot` lights, Lurners, heating , elements or switches are located a : minimum of '.18" above garage floor. DIVISION 16. ELECTRICAL Electrical systems shall be designed by.a competent,.exper- ienced electrical engineer or designer, in accordance Stith rthe'National.'Electrical Code. and applicable local '. codes. , Electrical =. plan in architectural drawings is for ;chematlee -layout reference only. r 4 . p . • 4 • '