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Permit 6829 - Brigadoon Ridge - Lot 14 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. C�7 Brigadoon - Lot 14 5646 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 37 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. 6829 91-382 brigadoon ridge lot 14 5646 south 150th place Permit 6829 - Brigadoon Ridge Lot 14 TYPE OF CONST.: V —N UBC EDITION (year) 1988 SETBACKS: N — S - E— W- FIREPROTECTION: Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes 0 No 11 ( Publ c Works) ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 1/103, o PROPER ' •WNER Lotze Worthington PH•N 462 -7122 ADDRESS 12509 Bel —Red Road 1/103, Bellevue, WA ZIP 98005 CONTRACTOR Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 1/103, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9-25-92 ARCHITECT Gerry Slick PHONE 840 -9802 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: OJECT :':: SITE ADDRESS PROJECT NAME/TENANT Brigadoon Ridge TYPE OF J New Building O Addition Tenant Improvement (commercial) • Demolition (building) • Grading/FIII WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new single— family residence. ADDRESS O,DE :_c0IWLIANCE;, USE: FLOOR SQUARE FEET APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. 000. LOAD 5646 S 150 P1 Lot 14 SQUARE OCC. FEET LOAD ek, 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. lam authorized to sign for and obtain this building permit. SQUARE FEET BUILDI!r'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC, LOAD 'DESCRIPTION ;' B.tJICUINGP,ERMIT AMOUNT 8,00_ PLAN'GHECK<PEE: ': BU.ILDINGISURCHARGE. >> N/A RCPT U D tGIGif4 PLAN CHECK NO.: 91 -382 SUITE # SQUARE FEET OCC, LOAD VALUE OF CONSTRUCTION - $ 107,989.00 ASSESSOR ACCOUNT # 109990 - 0140 SQUARE FEET OCC, LOAD OFFIC BUILDING AL I DATE: /d „5,/, DATE: i i/, A i COMPANY: - DATE ISSUED: IZIP TOTAL SQUARE FEET TOTAL OCC, LOAD is. shall becom l e nul and.. void if the work is not commenced Wif'hm 180 `days fror>? the: date nuance, or ►f the workds, suspended: or abandoned for a period of 180 days from the last inspection PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING Via. 3RD NOTIFICATION BY: (init.) BUILDING loERIIIIIT APPLICATION TRACKING PLAN CHECK q NUMBg� .t= R;TMENIT. 0 FIRE )PLANNING Q -119) XPUBLIC WORKS 0 OTHER VBUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRF 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. 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. U1REME BUILDING initi -I review (ROUT,_ ED) C. INIT: /1/ q 'I -C I O. INIT: 10 .31 -q1 INIT: CONSULTANT: Date Sent - I II Ilf3 311111111 Detectors FIRE PROTECTION: FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.:, R' MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: • TYPE OF CONSTRUCTION: 1/ Date Approved - S- 7Yes No 1 S 1T�E N INSPECTOR: BAR/LAND USE CONDITIONS? N/A UBC EDITION (year): TOTAL OCC, LOAD 0811719( SITE ADDRESS SUITE # 1 5 - t1 1- )4 5. Ic5(.)-i,:‘ 9(NI - c VALUE OF CONSTRUCTION - $ _ _ • I'V/ c ck • ASSESSOR ACCOUNT # I '°-1 - CP (commercial) • Demolition (building) 0 Other PROJECT NAME/TENANT 2 G LS a c c "1 a l t. c� ` Lb -' iZ TYPE OF (S New Building Addition ` • Tenant Improvement WORK: 0 Rack Store.e 0 Reroof 0 Remodel residential) DESCRIBE WORK TO BE DONE: ww '\nt; I').Littt t() y !'SiGC-/VP \Ir BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ‘,,:;i‘ Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER � C A ' ve ) o ( 1 i 1(\-e \TG`Y) _ - PHONE 4 IPHONE i 7 ? ZIP C�ktJC�C5 ADDRESS lIc.. CI 6(.1- I.P d '(7 ?I 41 16 , kik l /ae Irk( CONTRACTOR S core `_.) V 7(2. ADDRESS PHONE Ada _ -I \.,)-)- CITY/ZIP vi \eyuei 9 cer.`C» ADDRESS \a -SU`'.1 13C .,t -. '(1, EXP. DATE ZIP 4` r }5` /c1D.._ WA. ST. CONTRACTOR'S LICENSE # CONTACT PERSON \` c 1 c .l e� L o •k- 2 c! ARCHITECT ( - PHONE r',40 _ r R,0 _. ADDRESS ZIP I HEREBYCERTIFY ::THAT I ; HAVE : AND. >. EXAMINED THIS 'APPLICATION ;AND KNO TH E SAME;:TO BE'TRUE:AND: CORRECT,`'AND` :: M AUTHORIZED - -TO P THIS; PERMIT : ...; BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ^ _ - DATE t � _ 'i _ •.` 1 PRINT NAME ` ( ._v_ ‘ c `_.) V 7(2. PHONE Ada _ -I \.,)-)- CITY/ZIP vi \eyuei 9 cer.`C» ADDRESS \a -SU`'.1 13C .,t -. '(1, `}Re.„c, ..; e l v CONTACT PERSON \` c 1 c .l e� L o •k- 2 c! PHONE ions _ -- , CITY OF TUKWIL.A Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUILDIF PERMIT APPLICATION - •)i DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE : :.: BUILDING SURCHARGE OTHER: 'TOTAL- ,tAPMOUNT RCPT # DATE DATE APPLICATION EXPIRES • f i - ` APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 61_._ (7 COMMERCIAL - Completed building permit application '(one for each structure Assessor Account Number Two sets (2) of the following: ri Specifications Structural calculations.stamped by a Washington.State licensed n Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington licensed engineer or architect Legal description — Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire project) Six (6) sets of civil drawings NEW COMMERCIAL BUILDINGS /ADDITIONS NOTE : See utility permit application and checklist for specific utility submittal requirements. • RACK STORAGE • [�J� Completed building permit application pi Assessor Account. Number Two (2) sets of plans which Include : Building floor plan showing: • Entire space where racks will be located • Exit doors;::'' • Dimensions of all aisles Tenant space floor plan showing rack storage layout,; aisles and exits; NOTE: ; Include dimensions of racks (height, width and length), aisles and exit ways on plan. • RESIDENTIAL --- NEW SINGLE•FAMILY DWELLINGS /ADDITIONS 7 Completed building permit application (one for each structure Structural calculations stamped by a Washington Stat ©;licensed engineer (rack storage 8' and over). Legal description Assessor Account Number Two sets (2) of working drawings, which include. SU6MITTAL CHECKLIST • Site plan (O plan, show closest hydrant location • Foundation plan Include access to building; showing • Floor plan'.:. width and length of access) • Roof plan.. • Building elevations (all views • Building .cross- section Structural framing plans W ashington State Energy Code data n Completed utility permit application;; I I Six (6) sets of site plans showing utilities NOTE:: site plan and utility site plan may be combined.: See utility permit application and checklist for specific submittal requirements:' Additional topographical and soils information may be required if unique •: site conditions. • Cross sections showmg:Wall construction and m of Structural engineer may be required if structural work is to done,(2 s.ts) NOTE.: If any. utility work' to be done, submit separate utility permit :> application. and plans. REROOF Completed building permit application [] Assessor Account Number Narrative describing existing roof, material being material being . installed • • COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for oath structure o f. ant) Assessor Account Number Two(2) sets of construction plans, which include:; Site plan • Locationo tenant :spac Existing and proposed parking ,Landscape plan (If ;applicable, i e ; change of use Overall building plan Tenant locatio Use of adjacent (common wall) tenant • Overall dimensions,of building or square footage: �r plan: of proposed tenant space Te nant sp it doors ce pl egress an with use of each roo labelled :: • s New walls, existing wall, a Walls to be demolishe Construction details: one for each atiuCture removed; an NOTE A certification letter is required prior, to finallnspection and, slgn - :ANTENN .DISHES Completed building permit application C Assessor Account Number Two:(2) sets of plans, which include; Site (showing building' and location entenna/sateilite dish Details .antenne/satelllte'dish an d d :metho of:attachmon Structural calculations stamped by a Washington`.State license : engineer'may be required attachment for floor and ceiling ural calculations sta a Washington. Sta licensed RESIDENTIAL REMODELS` REROOFS Completed building permit application (one for each E Assessor Account Number Completed building permit application (one for each structure Assessor Account Number Two (2) sets. of working: drawings, which Inclu • Site plan Foundation plan :: • Floor. plan • Roof plan Building elevations (all views Building :cross= section Structural framing plans NOTE If any utility Is to be done provide utility permit application : :Nand plans must be submitted Narrative describing :existing roof,•material being removed,' an material being installed : NOTE: A. certification letter Is required prior to final Inspection;and sign off of the permit ::.PERMIT NUMBER DATE. ISSUED /EXPIRED P ROJECT NAME(AD TYPE OF . ` PERMIT DATE SIGNED. OFF ..,1)-1c13-41 IA ( "'ct I Sr ((1vi. )on Lo-h3 L r, vtor r n broir) 5 (D ��CD{ S 1 j0 P 5_.(_61a - t..-t-'a{ IPAr o f oon t Lo 3 `5--favo.2r (9(orbi 5 l 5 O p l��I-co 5 - 1 - ia YY1 - fir (� I t 100 E I W I- P rq�-gr 5 1 " I b 4 Lt r I -- { E \3_°21c) a n I. - a - k - ( Ixnc\ N, e'er° 5(4 �� I' 0 P 1 5 - 1 - Ra , cct\s- tc -4 [l` I ^Q.l F5rL c�clo�n Std L- I . . Curb Cut 5to 5 - -1 - -1cm at l t q I 3 ` Lot I StoYm Arvin 5to 5 •.7 ( 0 to l 5 - Ra L _. 1 -.c� � � 5�tyadoon L � 1 , 5e.Loer 6 Co `N5 5 (5O F l - laci-q) S- Lr9a wP-aoo-gi l t_.1 e)ri aaoo n L-ok i tea -�-�r (�S o P L s -. t - q a 5 rn -62r _ _ t o/ Ri L L' ( . q, � gq L — t - l Li � gr: . doon l •o P( 6- 1 -c'a f(p S Psi -teri cc� � a ` osxi L l l - ct l i r� d t� o n 1 -- o - t - l � Cur. �. (J c� t� ' co-l: 5-1-. qa SIP Ia sb- ao3 -c{ ll- l..ct i 5 t P r \ 6- 1-c ( • • brc in -004--a) tl -. t ,, cl 1 15 re io ao L+ I� � (��� P l .5,,,,,,. 5- t °f a �..� to � ' UTILITY PERMIT LOG PERMIT NUMBER : DATE ISSUED !EXPIRES' P ROJECT NAME/ADDRESS ..:. TYPE OF PERMIT DATE SIGNED OFF W mf- u-- 1 _. cl I e5 r cc� (vl :-). n Lo-F I Lf l.� o -e Y tyvQ -L" y O CD y`LAP - 5 t 50 P i-a os-N e- 1 -� CL L, - auo-ai L -t "QI 5ri9 ordcoon Lod �) N-tcec r a .) (6o p( 6 - 1 `cfa L l- i -q 1 GG r r . emir) L.0 • CU r',b C_uk- c.r.115 - a 01. cu 5 1 'cla Lt- l -cb N'Aria.d Lo- ' st'orIn train 5(49W) I SD PI sD- ao %q� 5 ( - Ra - a(19 -4) lty �f�l 13r i c �doo n Lot ` c 5-e.w.4 5(9 3 S 1.50 Pl 5 -1 -qa t.- t-ct, , ... , Lo uJeKt44, 1) er SCPc ' I war-p-Qto-R1 5- 1 .-Ra �.A -- a>>-qs l l_ He I Soo on Lek 5 !_ -arid g rin j Curb S (o 3q b 5 �5 I'( 5- l -9 a L t _ 1- Q i G r a •.. L_o 5 5_b L v. (- q,\ E a.doon • LL 5 5t 1 S ( 5- I -c'a q 3 l So p( brcktn . .,- atw 4t) L t. (-cii l i-ici_r�ac»n Li* 5..eW.a 5-I- 51r5q 5 I so PI . w =� a� l _. (-- ct 600,0,x/bon Lot 5 c.:� V) 'ry 6- ( -q S (5 PI .a LA-ai49-0/ l l, . t ,. a 1 5 r 'k a.d.o r- L I In LarA 5- t' 'la OCR to 5 ISO N.-4--erinj UTILITY PERMIT LOG . T AT I NAVE Applicant /Authorized Agent Sign r • 11, , Fi :• • S APPLICATION itiliMP ' LOA Z C AND KNOW THE SAME TO BE TRUE AND .CORRECT :. Contact Person (� print name): 1" �,1 G\LI c ,-a \. ZE Print Name: k t e `� . Address: k,a -CO ° `�,P �- 1Zey 1 ,e-. S, \f (0' Date: `1 ., ■ Phone: 4(44 1 Phone: • ( ; - 1 \ D\ L , 9 Date Application Accepted: -/ -II _ q I Date Application Expires: ='' ! / __ 9 __ CITY OF TUKWILA ''."- Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: tQ 1y S. \ ) .4 '! _ 7 0.0 INFORMATION _ Name of Pro e ct: ir A & t WATER: >METE REFUND /BILLI M ONTH 'SEAVICE? 'BILLINGS T El Water Name: €-77" —t vsS L Street El Sewer DESCRIPTION: >OF''PROJECT<' ❑ Multiple - Family Dwelling No. of Units: El CommerciaVlndustrial El Hotel ❑ Motel ❑ Off ice Cl Retail MISCELLANEOUS ® New Building INFORMATION Square . Foot -ge: 1v 3 King County Assessor's valuation of existing structures: UTILITY PERMIT APPLICATION PLAN CHECK NUMBER: n oi 1-30 Property Owner: t.,Cli - 7 ,C r-1'Y1i ni.-ir ' Phone No.: 4( "1122 Street l �l �' t �.d �I Q City /State /Zip: [ . iIctluj e■a X -; Engineer: Phone No.: Street Address: Cit /State /Zip: Contractor: 3,tinvC Street Address: King County Assessor Account Number: CID - ' C PERMITS ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling O Landscape Irrigation D Moving an Oversized Load RI Sanitary Side Sower - No.: ❑ Sewer Main Extension Private El Public ❑ ❑ Metro ❑ Standby [2] Single- Family Residential El Duplex El Apartments ❑ Triplex ❑ Condominiums El Warehouse ❑ Manufacturing Phone No.: City /State /Zi Name: Lp - ` z 1 r\sS� CO , Phone No.: II1 Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ IR Water Meter / Exempt: - No.: — Sizes' Deduct El Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: — Sizes• ❑ Other: 4(, \aa- Street SO `\ lvcA- P - e < e (oz, City /State /Zip: -`t Pv � S El Church ❑ Hospital Phone No.: City /State /Zip: ❑ Other: El School /College /University El Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHE( LIST AD 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 backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDI EWER 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 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 •lans are not a roved, the a• • licant will be notified b letter of necessa resubmittal requirements. . : r A (1 0 ki ei i ypeo ns • on:' S . / .. 70 te a e : Sp:«a nstructions: 4:a) pm at t 9--(- Date anted: & _. _ ii am. A Requester: 0 , Phone a: e_944 , d , O. ( INSPECTION RECORD Retain a. copy with permit INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 per applicable codes. 4% 0 "PI (206) 439-3670 0 Corrections required prior to appioyal. PERMIT NO 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Dale: COMMENTS: ' 1) i54 , Al /J . z.aAt 9L [,)- P74/1.6 / -, • esei -0- 4 .l , . / 4 - �. _� S A - r A 4_5,..5 dor:, 4, ( c24e_, Ag ohee.e., L) 4-,p 4006./ let o zieL c) Pe,.. 4e ) A 0 GA--) 4._ h Dh .6 4 e J 11 1 (y o,4 // , '- . ! L, c . -4, 14,/ SjOe v ` f q '' e/ t 4 5 . Pe U"e. . See[, J h 54) 4 )4 4e u , 1 L -le e 0°2•V'e4.2 2 am p . m ; Requester: e 0i 4, "7 cr. / 6/4 (1,.S/„(/c-09h ii-, Got"../ ,s we.(_P Ii � i: i /11 t %/4' 4 ypeo ns•:, :. •17 4 10 ,S • Y i ' n t I.t a e•: ��J�c1 Special Instructions: y ._. Date Wanted: �f 0 am p . m ; Requester: e 0i 4, Phone No,: q w , 0/0,1) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. ecepi No.: INSPECTION ,RECORD 0' Retain a copy with permit — Date: bg-9 PERM' (206) 431 -3670 O Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iru.t : n, w , t.1 a. ,ped I stTvctlon . Date Wanted: . . Requester: ety.:!--- Phone No.9y ..... e n / , PCT•` 0. CITY /OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD C Retain a copy with permit 6891 PERMIT NO (206) 431 -3670 O Corrections required prior to approval. COMMENTS: Of < PwaLe 141-'145 ., r uA-0-1 0 nspector: 4.417.11,10. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. roe , 4 ! 7 /7,/� ype o nspe ion ��� Address Date Called: Special nstructions: Date Wanted :, 2/ _ % dico p,m, Requester: rah •� Phone No.: , / ..� f Approved per applicable codes. COMMENTS: ' �A�fR O INSPECTION RECORD C Retain a copy with permit SP 10` '0. 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. Date: (206) 431 -3670 ❑ Corrections required prior to approval. • „ V 7/WIMyIN ,. • . i .: rip I / Special Instructions: r o , Date Wanted: — 3 r.-q ` G am. p .m. Requester: k Phone No,: q / _ . O INSPECTION RECORD . 0 • Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CpV PERMIT NO. (206) 431 -3670 COMME TS: Inspector: Date: 3 1 Approved per applicable codes. O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 17 0711 .'t.V. Ob)„ / C 7 p e of Inspectio j we ( Address: Date Called: 3 2— Special Instructions: Date Wanted: ,- 2 ^ ( 3 2- t n)p,m. Requester: ' � Phone No,: ('Receipt No.: INSPECTION RECORD ' Retain a copy with permit SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter #100, Tukwila, WA 98188 e: (206) 431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: S -F7A--49) i [Inspector: Date:., ,,a -9 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ,/L G ply. j Type of Inspection: Address; r r S Date Called: r I -1 � Special Instructions: _ Q Q � �� Date Wanted: Z eG• r( Z << - 9 �— .m Requester, Phone No.: INSPECTION RECORD 0 Retain a copy with permit ; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R (206) 431 -3670 COMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. paid at 1 j ect+ /I N I a YPe o ns � - .NS Sp:c 7 In ruct ons: Date Wante': — v1 am.. Requester: *I Phone o.: q i f q _- ¥ 4 t ` . 2 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ea P9 PERMIT NO. (206) 431 -3670 COMMENTS: \ `k,' .s Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: P =ct * v1 A// , kt< Type of Inspecti.� -. ` n 1 Sp cia Instructions: Date Wanted: 7- 'i — Gj 0 Om. Requester: if f _ . Phone No.: � / �1 /� / / % Y g ._ z / q03 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: Inspector: ( e A c * -k11 ecep o:. Al: 21 Corrections required prior to approval. Date: (206) 431 -3670 Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. roe 1, t .� 61)11\ - o nspect o te 1 ress : 1 te se: 1 ... go _41 • Sp: «a Instruct ons: Date anted: i" _ - °9 2 am. al Requester: Phone o.: I oi , 44 03 SPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:' 0 INSPECTION RECORD 0 Retain a copy with permit — Date: PERMIT NO. (206) 431 -3670 0 Corrections required prior to approval. Q $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ro e..wwwwiwpmram OltigrartraMMILCIR /C vr yp= nspe o : • /L•I_11 1 L I T . r s � 5 • � �� . P p � Date a e.: / I -" 1.7' CI 1 Sp: . al Instructions: 4- I 1 4 W I ) � Date Wanted: `7 y G, 61.93 } I p.m. Requester: e-' Phone No,: a `f' ^ g �'l" " a 1 �.�...�r , iIn•`i'ivi'} \���� \'. \ SP • ` `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .. COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTIO FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro et r 01,5.441... e 61 � ype o nspe ion: ...r: - li i 3. �Q % "ri to ae•: (i ... 1 / Special Instruct ons: (/�,Un.laf / (i/ '�' Date Wanted: ` ' _� a-91 m. ,m. Requester: r ..A_A Phone No.: q Li g- 1 -1-Li-O -- )-s „ o. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 Approved per applicable codes. O Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J C CITY OF TUKWILA 6200 SOUTIICENTRR (BOULEVARD, TUKIVILA, IVASIIINGTON 98188 Plan Check #91 -382: Brigadoon Lot 14 5646 S 150 P1 l'IIONE 11 (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME A V� „0I T HE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER C 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.. VanDusen, Mayor Brigadoon Page 2 10. All wood to remain in placed concrete shall be treated wood. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 R 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 X 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 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWiLA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5646 S 150 P1 Lot 14 BUILDW:G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Brigadoon Ridge CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 (INSPECTOR COMMENT SECT 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. 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. 09114/9 FLAN REVIEW COMr IGITS Plan Check No.: (9'j " ''"p roject: REQUIRED INSPECTIONS ovD No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13' Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No, 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final FLAN REVIEW COMr IGITS Plan Check No.: (9'j " ''"p roject: REQUIRED INSPECTIONS ovD No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13' Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No, 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKIV ILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 SUBJECT: Brigadoon - Lot 14 at 5646 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -382) Dear Sir: PHONE # (206) 433.1800 Public Works Department has reviewed and approves the site plan for the subject development. This site plan approval, including stamped engineers letter, shall conform to all requirements of the approved plat. You are referred to other City departments including Fire and Community Development for any other approvals and requirements. Prior to beginning any work, your contractor shall verify storm and sewer stub elevations. Please call Denise Millard, Permit Coordinator at 431 -3672, to have the following permits prepared for pickup: 1. Land Altering Permit - 100 Cubic Yards (Permit Fee = $37.50) Land altering activities, including temporary erosion controls will be per stamped engineers letter and approved plans. Necessary temporary erosion control measures shall be taken to assure no downstream flows /siltation occurs as a part of your development for life of construction /restoration. 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Fee) This permit has been covered through the original plat approval. Access shall be provided at existing constructed apron. 4. Sanitary Side Sewer Permit (Permit Fee = $30.00) Contributions to public mains have been provided Cary L. VanDusen, Mayor Since el Phil F aser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig through the original development and plat approval process. Therefore no special assessment fee is required. 5. Water Meter. Permanent - 3/4" (Total Permit Fee = $260.00) (Regular Connection Charge - $60.00; Installation Deposit - $150.00; Plan Check fee - $10.00; Inspection fee - $15.00; Turn on fee - $25.00) It is noted that under the original plat approval, service to and the meter box have been provided and turned over to the City. Therefore, it will not be necessary to fill out the Bill of Sale side of this permit for your project. Contributions to public mains have been provided through the original development and plat approval process and therefore no special assessment fee is required. General Conditions: Prior to beginning any work, the developer shall take photos of all curbs and gutters, sidewalks, aprons, street lights, pavement and street signs. Provide a copy of photos for the City's inspector with an engineer's report identifying the condition of the existing infrastructure. Prior to obtaining the permits the developer shall provide the City a certificate of insurance for $1,000,000 naming the City and a bond for $ 15,000 to cover any damages to the public infrastructure. Please note this infrastructure is now under the one year warranty period under the prior development contractor. The Developer shall provide a letter to the prior contractor notifying him of the scope and nature of your work and time frame when you'll be utilizing the street area. Upon completion of your work, a final report shall be submitted by your engineer (including pictures) indicating any damaged infrastructure resulting from your construction activities. The Developer shall provide 100% inspection and monitoring throughout life of construction phase to assure no downstream silt or water damage occurs to public and private properties. You are required to fill out the attached Residential Sewer Use Certificate and forward copies to METRO. If you have any further questions regarding this matter please call me at 433 -0179. 3324' J 20 - 1" 33$1' 210 5 $745''23" 6189' 210 fl E. FL.o-r PLAN S 1) STORM DRAIN AND SEUER AND WATER BEDDING SHALL BE CLASS "B" BANK RUN GRAVEL 2) MIN. COYER TO BE 12" ON ALL UTILITIES 3) PIPING MATERIAL FOR DRAN, WATER AND SEUIrR LINES TO MEET TUKWILLA CITY STANDARDS .4) TOTAL DIRT MOYEI✓ENT TORE APPROX 100 YDS. PROVIDE SILT FNCE AND STRAW AS NECESSARY FOR EROSION CONTROL -fi;- NOTE . S E Fo 4 . t-cDT S .DE,P•C.Tttib Ll1LLTY rne. r YD` 1-aT 1 SIDE St.,vt2 f j - coar\ 1 A1rs1 fro + 1 7 Fr. R. • +10; pEo P+ w u 3 •1? -9.00TT .& *Tt "e-f t t •••• ••• Qtannlni• 14151' S 87 4573" _ • 220 LEND 5" 4' PVC SANITARY SELER 4" 4' PVC SANITARY SEDER -SERVICE S' b D.I. CLASS 52 WATER MAIN 344" o WATER ER SERVICE 12" 0 RCP. 5TOR1 DRAIN 4 "4 PEW. FOOTING DRAIN 4 "P SOLID PYS ROOF DRAIN PROPERTY LINE PROPOSED TCPO L 11 EXISTING TOPO LUNG 30" UTILITY TRENCH CONTOUR INTERVAL • 2' y r ,„ t CL o. w W 0 LL CC E < L. it CEIVI: ) 07 17 I OF T1 ;Kim!! t'U 30 ` 'i A5T 224 G.:tc t1AL.K u✓ 0" CURD t Gt1TT1 =R L.O I ' WO 1 I NiGT61N LlO PAIINI T g VUE, A 59.8 S SUITE 462 -1122 13 8LF 8'•OrU-1 . 3,1% 7.14 /In /t r_- - .,.. 1.1 4 OO/'/' , _Q 1 •!)) PERMIT CENTER 22O 222 ' 4 LOT 14 E31;Z 1OACOO Pti3O61N 1102 10 20 ® CATCH BASIN SANITARY SEUER MANHOLE FIRE HYDRANT ASSEMBLY ijQ GATE VALVE ASS-D13LY D' CONC. THRUST BLOCKING o---0 5Th ET LIGHT MFE MINIMUM FLOOR ELEVATION M55. MINIMUM SEI ER ELEVATION MRDE MINIMUM ROOF DRAIN ELEVATION 1' t .P E MINIMUM P DN. PRAIN LEYATIO*1 CONTOUR INTERVAL • 2' LEGEND 1.O Z a WORTH INGTON COMPANY 34" 4 WATER SERVICE Ct 12" 0 RCP. STORM DRAIN P4 ^ _ = 4" 4 PEKE. FOOTING DRAIN co—CE 4 " SOLID PVC ROOF DRAIN FE. •,.. -• •---- P o PROPERTY LINE MM ° M.S.E. PROOSED TOPO LINE M.E. -rte PROPOSED EXISTING TOPO LINE -- 30 UTILITY TRENCH MF.DE. 1) STORM B CLASS AND B ." BEDDING BANK. fLR4 GRAVEL 2) MIN. COVER TO ESE 12" ON ALL UTILITIES 3) PIPING MATERIAL FOR DRAM, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARC 4) TOTAL DIRT MOVEMENT TORE APPROX. 100 YDS. PROVIDE SILT FENCE AND STRAW ,45 NECESSARZ FOR EROSION CONTROL. — 8" 4 PVC SANITARY SEWER CATCH BASIN 4" 4 PVC SANITARY SEWER SERVICE SANITARY SEWER MANHOLE w S" a D I CLASS 52 WATER MAIN FIRE HYDRANT ASSEMBLY GATE VALVE ASSEMBLY CONC. THRUST' 131.00KING STREET LIGHT MINIMUM FLOOR ELEVATION MINIMUM SEWER ELEVATION MINIMUM ROOF DRAIN ELEVATION MINIMUM FNDN. DRAIN ELEVATION i B LEVUE, w05 4 SUITE 1 CONTOUR INTERVAL $ 2' LEGEND --a" 4 PVC SANITARY SELLER -4"f PYL SANITARY SEWER SE 8" 0 D.1. CLASS 82 WATER MA ._ 34" b WATER SERVICE -- - - -12" 4 RCP. STORM DRAIN 4" 0 PERF. FOOTING DRAIN ==— = - 4" h SOLID PVC ROOF DRAB` ---• •--• PROPERTY LINE PROPOSED TOPO LINE -�� EXISTING TOPO LINE - ---30" UTILITY TRENCH CATCH BASIN SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY tQ GATE VALVE ASSEMBLY o-- �REET LIGHT BLOCKING HT MPE. MINIMUM FLOOR ELEVATION M.S.E. MINIMUM SELLER ELEVATION M.R.D.E. MINIMUM ROOF DRAIN ELEVA . MF.DE. MINIMUM FNDN. DRAIN ELEVA 1 1) STORM DRAIN AND SEWER AND WATER BEDDING • SHALL DE CLASS "B" BANK RUN GRAVEL MIN. COVER TO BE 12" ON ALL'UTILITIES PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARDS 4) TOTAL DIRT MOVEMENT TORE APPROX. 1 00 YDS, PROVIDE SILT FENCE AND STRAW AS NECESSARY FOR EROSION CONTROL. BELLE�VUE, WA 9B0M 462-1122 7 temporary erosion plan Lot 11 Lot 10 Lot 12 Lot 9 The Plat of West Ridgei-m) Tukwilia, Washington SITE PLAN Lotze Worthington Company } GEOTEC EC CONSULTANTS INC temporary erosion and utilities recommendations and conclusions driveway locations QQJ Mutalgto( Bellevue Financial C 10525 NE 6th Telephone: P.O. Box 426 (206) 464-4855 Bellevue, WA 98009 ASSIGNMENT OF ACCOUNT 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 142/. o f 0e.:6 19 9 / , v.uL / � 4 / Date wank Officer for Washington Mutual Savings Bank /a6.;1 Depositor Date , Washington, this ,Jg f, gay ACCEPTANCE The Und - signed hereby accepts the foregoing ASSIGNMENT OF PRODUCER NEWTON INSURANCE AGENCY AND BROKERAGE TAO BOX 2606 KIRKLAND, WA 98083 -2606 INSURED LOTZE/WORTHINGTON CO, INC 12509 BEL -RED ROAD, N103 BELLEVUE, WA 98005 THIS IS TO CERTIFY THAT THE POUCIIS OF INSURANCE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS TYPE OF INSURANCE I POLICY NUMBER THIS CERTIFICATE IS ISSUED AS A MATTER CONFERS RIGHTS UPON THE CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER POLICIES B FS BELOW. OF INFORMATION ONLY AND HOLDER, THIS CERTIFICATE THE COVERAGE AFFORDED BY THE i I _ COMPANIES AFFORDING COVERAGE i LLEEITER Y A AMERICAN STATES 1 COMPANY LETTER B ER Y C COMPANY LETTER D LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR 7HE POLICY PERIc OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH Th AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 FOLIC{' Et7'ECTIVEI POLICY EXPIRATION LIM LIMITS ! DATE (MM/DO Y1) 1 DATE (MWDD/YY) i 1 GENERAL LIABILITY i d�ss X I COMMERCIAL GENERAL UABIUTY ! 1 OWNER'S R CONTRACTOR'S PROT. 01 -CD- 009868 -1 i 09/25/91 1 09/25/92 GENERAL AOOREOATE t 1,000000 i PRODUCT. AOOR, I t 1,X:000,000 1 PERSONALR ADV. INJURY J t 500 t. ' I EACH OCCURRENCE ; 500,000 FIRE DAMAGE (Any one Rio) t S 50,000 MED. EXPENSE (Aep one lamas) 1 t 5 000 I AVrOMOBILELIABILrJY 4 ! 4 ANY AVM 1 , ALL OWN ED AUTOS 1 I HIRED AUTOS {,...,a,•1 NON•OWNEDAUTOS 1 4 GARAGE LIABDIrY COMBINED MOLE = BODILY INJURY S PROPERTY DAMAGE II EXCESS LIABILITY I UMBRE U.A FORM I OTHEATIIAN UMBRELLA FORM ! } 1 EACH OCCURENCE ' t I ri ?SJ . 'i'{yVJ•, r ' WM Vrat•Yk� rrry 4 WORKER'S COMPENSATION ! I I AND EMPLOYERS' LIABILITY 1 i j STATUTORY LDATTS 1 1 I EACH ACCIDENT I i I DISS/SEPOUCY LD. fT i j 1 DISEASE.EACH > ; " ° p • i ° ..k' " f =" '.'. a i $ '. l ad ,1!'.1 1y t 11 OTHER c/ O C EIVED 1 s TY TUKWQLA 1 Cj REC ( 1 OCT jQ �� 0c � ' °F / �F � DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES/SPECIAL ITEMS PERMIT ...... ; , ; ... x¢2.:2!Pn`R•bj i: %..x,.;,.,a;•:: , ..4 n . ,:.y,.in,.4:2er; �1 tni+ >.:x•::.K <. r :.x• • t:fa• Y; ?..w•s::t .. ..4.,ns, n;f.:.,,.c... �}� q '•: r.4 .o.�4Rex..•r; r.'F Z..o.4•.... a.. . >.t... 7'1T•:1C:1:ri,.IMAI�Ii�i % %:i... ,.•r:•R•n.:.; .) f,.4..:: .. a!+a,!. ,... .. �. ... ... S` A b:an %w•�t�/istwn•• sir•\•' I, 0: 6' j:' n' n' 4:: w::• d: 4i4Rp•,<.. w. vr. �i:: t, 2tn '�4,Y,Pw+Ai• The City of Tukwila Dept. of Public Works 6300 Southcenter Blvd, 101 Tukwila, WA 98188 xY .1 0x•k»KC x p :ax:C'. .x::" tigr �3'>i:? r;w . '.t:..;. r' ?' + `c .�£.. �.._r. w.,l lA nt:.s ... 2'.I.�r..,.,. .. .5, ..� ;i `'.k 2 '.� :"4'•"I;.:,$:r}�•2` t .$ /f/•J��� 5„ .. I � 9 d 2 $ i!kE r 4 i : a SHOULD ti EXPIRATION .41 MAIL i LEFT. ��' LIABILITY CENT P :•,.•..,.:.� ,� ^:i:k�:h .S.• .5` ...... ... ... ... �. S: ANY OF THE DATE THEREOF, 10 DAYS 3 i /rCE lyi • N r6 . R ^{ sx :c:ur..p•>...:yt;:..:o "•is:wi; 4 . s .: 9 •v•r. y::a`xr..a:r,;.. s.. %;•: '< ...•.2.f.',a. .. .R� $ $. rt. ,Y..:•.F•:.:.. ':S: %2v�.'v ^:5:•... . k•�• � <Ft •K?FS':9r : a(: y �•., .2:,:, O w•$: al} n• n: i:: 6J.Y,{•,. %itit4,:�,i:dnC'utt:SAk 7iiri:•' n�4. �OL'. Q- W��< MK2• a, �/ RYwt�X7 .$.+�$'.%itOia"iwa�)Ow�En$}9.!. ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THE ISSUING COMPANY WILL ENDEAVOR TO WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO WE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. BUT FAILURE OF ANY KIND 9 AVi HOIUZP -D REPRESENTATIVE a� � g F � �/_� >:a ::t^ r• f ,,, 2 l:1 ; • q i :a »e r, . x• :r•x:; /., k .G, (,! .w w � .a. r.. ...q.,..:..: .::ir : «:. >., s�L!:.'4 R ,, . .. ;.. �lf,),..i•n .�1`',a, dLt2' :fi�s,a.. .�. .F � � �''> • 1 4 '� +°� t ;.x, ixAe L-U I `t, UJUk i hilv� I UN i EL No . 2Ub- 454 -2U r.� act 31,91 8:41 No.001 P.02 ( � .g:$Y.:.f: lRiaf� , ; ;?eS%s.�'..Yr'.nr;•,: k :1.r/:? ;",.4'..:.•. "'a. €S1 % ^: %x:' 2 s.:ErlZt:{•}i'.:'$n i{¢ ?aiG;,•''i:kQ <:�< 5 4 •', September 30, 199:1, Robert Benedict° City of •Tukwila,, Planning Department 6200 Southcenter Boulevard Tukwila,. WA 98188 Thank you, Hickie Lotze Re : Brigadoon Ridge We propose to comply. with the ventilation and indoor air quality code at this project in the following manner. 1) Install Broon Hodel 360 Mxhaust Fan 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. The Braon Model 360 Fan has a one rating of J.5 and a C.F.H. rating of 100 at .25 inches of water gau(Je. 2) Fresh mir will he 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 bo 6" in diameter and be insulted to a minimum of R-4. The motorized damper will limit the air flow to .35 to .50 air changes per hour. RECEIVED rre OF TUKWILA %CT 21 1991 PERMIT CENTER 1...OTZR • WO wrii IN( ;TON 'COAIPAN1'1N(Y: NNI.:1:<\ i ( ONTUA("I'01: • REM, ES'IssVPN 1)1 1 2509 1110 4-14:1) ROA P. St ( ITN 109 • 1 WA 98005 • 020(1) .111:2:-71:22 • loAv1:20(t).15:1.2073 ACTIVI"''C LOG . The soils engineer of record will be retained throughout the construction phases - as necessary. Also, the soils engineer shall be required to review all individual lot site — plans to assure conformance to the requirements of the soils report as part of any — individual site plan approval process. — Construction of this development will be restricted to dry season construction (Mid June thru October). A schedule shall be provided outlining dry season — construction. A , ` %, � � r �! 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. M • • • ACTIVI"''C LOG PLAN REVIEW NO. PROJECT : BRIGADOON RIDGE : LOTS 8, 5, & 14 ADDRESS: September 19, 1991 -mai6e1 Vici BUILDING DIVISION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 91 -383, 91 -384 CONTACT: MICKIE LOTZE The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 1. AS OF JULY 1, 1991, THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT. THIS CODE REQUIRES A MECHANICAL VENTILATION SYSTEM IN ALL NEW CONSTRUCTION OF RESIDENTIAL OCCUPANCIES. VARIOUS METHODS ARE AVAILABLE TO PROPOSE COMPLIANCE. THE PROPOSED METHOD MUST BE SHOWN ON PLANS. 2. GROUND COVER AT CRAWL SPACE TO BE SIX MIL. BLACK POLYETHELENE. REVISE NOTE AT FOUNDATION PLAN. W.S.E.C. SEC. 502.1..6.7 3. PROVIDE DETAIL AND NOTES ON PLANS TO SHOW HOW ATTIC VENTILATION WILL BE ACCOMPLISHED AT VAULTED CEILING AREA. 4. CRAWL SPACE ACCESS OPENING IS REQUIRED PER U.B.C. SEC. 2516 (c) 2. SHOW PROPOSED LOCATION ON FOUNDATION PLAN. 5. A FIRE RATED OCCUPANCY SEPARATION IS REQUIRED BETWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC 503 (d) EXCEPTION 3. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION MUST BE PROTECTED BY EQUIVALENT FIRE- RESISTIVE CONSTRUCTION. NOTE ON PLAN THE METHOD OF PROTECTING GLU -LAM BEAM OVER GARAGE AREA. 6. RE: ROOF FRAMING PLAN, SHOW PROPOSED END BEARING FOR 2 X 12 HIP BEAM (AT VAULTED CEILING AREA). CLARIFY PROPOSED LOAD PATH. 7. PROVIDE NOTE TO PLANS TO SHOW PROPOSED METHOD OF ATTACHING BRICK VENEER TO FRAMING. METHOD MUST COMPLY WITH U.B.C. CHAPTER 30. PREPARED BY: September 19, 1991 PLAN REVIEW 91 -382, 91 -383, 91 -384 PAGE 2 ROBERT BENEDICTO, PLANS EXAMINER 8. FOUNDATION ANCHOR BOLTS ARE REQUIRED TO BE EMBEDED A MINIMUM OF 7" INTO CONCRETE. TEN INCH LONG ANCHOR BOLTS CALLED FOR AT DETAILS WITH MULTIPLE SILL PLATES, WILL NOT PROVIDE THIS EMBEDMENT. INDICATE APPROPRIATE LENGTH BOLTS. 9. PROVIDE STRUCTURAL CALCULATIONS TO QUALIFY THE PROPOSED LATERAL BRACING DETAILS. CALCULATIONS TO BE PREPARED BY A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT. 10. DELETE REFERENCE TO NORTHWEST ENERGY CODE FROM PLANS, AND REVISE CONSTRUCTION DETAILS. AS REQUIRED TO SHOW PROPOSED THERMAL INSULATION REQUIREMENTS AS SHOWN ON ENERGY CALCULATIONS SUBMITTED WITH THIS APPLICATION. 11. GENERAL: DELETE OR NOTE N/A ALL DETAILS THAT ARE NOT APPLICABLE TO THIS CONSTRUCTION. 12. ENERGY CALCULATIONS PROVIDED ARE BASED ON A 1559 SF DWELLING. THE PLAN SUMMARY INDICATES A 1652 SF DWELLING. PLEASE CLARIFY WHICH IS THE CORRECT BASIS AND SUBMIT AMENDED ENERGY CALCULATIONS IF CALCULATION BASIS IS INCORRECT. -aLaE2Z. �tl °380 �1 I - 384 R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST V�/ SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT LESS THAN ONE SIDE. V SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. �/'��/ 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. Is'r� SITE PLAN YARD REQUIREMENTS OF U.B.G. SEC. 1206 (b) ARE APPLICABLE AND ARE INDICATED. FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON PLAN AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLAN & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. FNDN. PLAN FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALL FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS, DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 I CHES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). R -3, PLAN REVIEW CHECKLIST - PAGE 2 V' FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. Ns FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1212. FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLUS 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. 0 ROOF PLAN ALL ROOF FRAMING IS RAFTERS AND HEADERS. GRADE AND SPECIES PLAN. ROOF PLAN METHOD OF PROVIDING NOTED OR DETAILED ON THIS PLAN SHEET. U.B.C. SEC.3205(c). 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. ePkt VAQ ` BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL,ySTRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. 0 STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. ® STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BE N SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. -C! R -3, PLAN REVIEW CHECKLIST - PAGE 3 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 (d) 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). 4B GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE N DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. 0 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: PLAN REVIEW NO. * D.C.D - BUILDING DIVISION * PLAN REVIEW * 91-383 & 91 -384 PROJECT NAME: BRIGADOON RIDGE LOT 5, PLAN 7162 LOT 8, PLAN 7162 LOT 14, PLAN 7162 DATE: September 18, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K. PER TABLE 5 -A, RE: CHECKLIST BUILDING HEIGHT /NO OF STORIES: TWO FLOOR AREA: MAIN FLOOR = 871 SF UPPER FLOOR = 781 SF TOTAL DWELLING = 1652 SF + 400 SF GARAGE OCCUPANCY LOAD: 1652/300 = 5 EXITING REOUIREMENTS: RE: CHECKLIST WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7162.WS HOUSE ID: Plan #7162 Site: Lot 14 Brigadoon Tukwilla, WA Homeowner: Same Mail: Analyst: Jurisdiction: Tukwilla, WA Utility: Floor Area 1559 ft2 Builder: Lotze-Worthington Company • Weather Data Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 = | | The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. 1 COMPONENT PERFORMANCE | ENERGY BUDGET =========================== REFERENCE DESIGN Reference Component Value X Area = UA Floor Glazing @15% Doors AG Wall Ceiling Infiltration • PROPOSED DESIGN COMPONENTS Component Description • Floor Glazing 0. Doors AG Wall Ceiling Infiltration Struc Mass REFERENCE 379 9.20 R19 vented Joist 16oc 201 Vinyl 1/2" Wood 1-3/4" solid panel R19 INT T1-11 R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrock walls PROPOSED 351 Btu/hr-F 8.11 kWh/ft2-yr U-0.041 1063 U-0.650 233.9 U-0.400 20.0 U-0.062 2182 U-0.036 1112 Reference UA 379 Value U-0.041 U-0.540 U-0.390 U-0.061 U-0.036 ACH-0"350 Proposed UA M73.000 1559 X Area = UA "��. | ��)�(�' \-"~ 43.6 152.0 8.0 135.3 40.0 1063 43.6 234.0 126.4 20.0 7.8 2182 133,1 1112 40.0 13208ft3 ( 84.6) -~--- 351 4677.0 __ SEP | 9 ~x~v � � PER Items in Parentheses not included in COMPONENT PERFORMANCE totals. ` - ` Page 1 ======================== FILE: C:\WATTSUNS\PLAN7162.WS HOUSE ID: Plan #7162 HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: • System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size @150%: Average Annual Heat: Annual Cost: SUPPLY RETURN Ventilation Type: Option: PROPOSED DUCT SYSTEM GLAZING ORIENTATION South: Southeast: East: Northeast: Cooling Load(at 4F dt): Recommended Size @125%: Solar Access: PROPOSED Gas Furnace Payne 376can048075/ Location Avg Rvalue Surface Area Vented crawlspace Vented crawlspaoe PROPOSED 58.5 ft2 0.0 58.5 0.0 80 % 63 % 22458 Btu/hr 22458 Btu/hr 33687 Btu/hr 63 MBtu 350 Non-Heat Recovery Option 1 • 19970 Btu/hr 2.3 tons Partially Shaded R- 8.0 R- 8.0 • North: Northwest: West: Southwest: 311.8 ft2 62.4 ft2 PROPOSED 58.5 ft2 0.0 58.5 0.0 RECEIVED CITY OF TOKVVILA SEP 9 Economic and energy consumption estimates are designed for ctiWgqT purposes only. Actual cost for heating will .very, depending �n weather conditions, occupant lifestyle and other factors. Page 2 == === CITY OF T UIt WILA 6200 SOUTIICEN' R BOULEVARD, TUKII7LA, WASHINGTON 08188 MEMORANDUM TO: FROM: 5"1 Q l Vi 760k-es 3Qpk rrb -ear q' , I q q t SUBJECT: EQ e_o3.c 5 DATE: :doon l-ot- 1 PHONE N (2061 433.1800 Cnuy L. IirnDasrn, Mayor 0A.D.L -41 ql-,32c/ Plar■ 4 \J our c k Cs)y-v r i5 Ioo Qd on w . Q . A U I $(QL.1S (o), 5 1 4 c G.ar a5 1 -K)0 x ` 1t9-lo = (Q1 Yi-to o� areq /4.5 Blc15 Perm4 CPK. ob Pion CY1QL.k. ; �Q #10VOIkeck_ ASla � 6. .)rC og- .6o rr • tti-Z545;54t 4414I •••••••• •0• al" WM OM 4•• IN' ale WSW OP MD • --••••//lOraila IMO all• 01114.0111114 APO • 1/4 MB III 4444/0111111 IWO OW • /011.• low esit moo as ftioulmo Nis al so No mg ow as 40 ao 0110 41. 41111140 aim *PI ••• ■•• NI No a... II/P Q. 41•110 *aft a ow 411110 44104.411•1 SOO • IP Ma al• 4110 1114110 NO!' ao ...411141106 411140/4/04 :IP alba all irk.. s wok erl 1 01 1 Ill Iwo 'op No em aso ee isle alit Neceo ND me amp,soraj • ale 40 4010 Csa W.,. AO • • 00000 Iwo maw e •••• . 4W 4WD IMO MO 0 H . Ma,* WO 1•14 01O• 01•11 Go .111.1 410 0- Wilia 11111 •111 IM0 41111 an II OM VW ale UP AM MCI= MD MO 4' • WO 4410 IMP IWO 00111 MO 1 111•••• MI6 • QIN IMP INN 41411 011111 Op ow 'war sr *.mokm. sup am ea ••••1111.111 S- O.4E11 MO 0•48 NMI MO- alla. VOW UM INO NM an M. I OU. 441114 • IMO 1 111111411•1 INF AID •••• WA WNW ■••11• • _ agium. es Ito I. • sr ea se ••• 11111 /DAN Walt GNI a MI an PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. airam LEFT ELEV. 1/8" *CONTRACTOk NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 17 ;4 . The soils engineer of record will be retained throughout the construction phases as necessary. Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted . to dry season construction (Mid June thru October). A schedule shall be provided outlining dry season — construction. A temporary erosion control plan shall be part of the submittal to mitigate all _ - potential erosion problems associated with the construction of each private unit. (3) three Deciduous trees shall be planted on each lot prior to final approval of the building permit. As an requirement to the Final Plat approval. • -stand that the Plan Check approvals are To errors and omissions and approv, i.-,;c does not authorize the violation of code or ordinande. Receipt of con:: , ..; of approved plans acknowledged By ......................... '11 2 1 2. . . ...... .................. ifAjQ q 1•••• BRUNING 40 22 1 1 21 11111111111111111111 111 1 1 3 41 , -?T'e" • • No.18 e' ';•' • CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -.-- SUBJECT TO CRIMINAL PROSECVTION. aliciukursa. au In, tat I. „ *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. (11- 21. •411 headers to be: 6x8* /2 OF or 6x6" 01 DF (2x6 stuctwalls) Unless otherwise noted. •All exterior & garage warm walls to be 2x6 studs. •Contractor shall check and verity all dimensions prior to construction. r> See sheet S-1 & S.2 for construction & nalIff speolications. 'All interior walls over 54T refer to note 4/S-2 *Gutters & downspouts to be pi ovided as reqvired by code. •Double joist under all parelleling walls (if over 5%.o^ or 6%0' that do no( stack over walks below ce special beams) and nail together with 16d at 12 o.c. stag- gering between members. boits must extend ate min. above cilia or single mudsdls for washers and nuts. GENERAL NOTES: GENERAL NOTES l. FOUNDATION VENTING PER U .B.C. ft. 150= 5q. ft REQUIRED 4 " . 50 ad I I RECEIVED VENTS REOU RED , CITY OF TUKWILA OCT 2 'lbw COPYRIGHT@ PERMIT CENTER DATE: PLAN NUMBER 7162 a BRUNING 40.22 OS , • • , tSf %"" I I 1 2 I 1 11 1 , a:114 7 01 eIT T T if. nIT k lo .', I . _ _ • 6 No.18 .-. 1 1r s ar BRUNING 40 22 pRiNE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION. 4x11PCICI 1b Q0 1t5._ A eO 4¢• o 2.)4- Cox12 �nA n C2 141:) 27 t-ipm -6 1.2 nsions Shall Be Checked And Verified Prior To Construction. 1111111 1111111 T z i'l "r .,. i 71T TIT . I , dA cjT LOWER FLOOR PLAN 1/4" 1111111 I ' l l 111111111111111iI111 2DI A.1 22 10 -& 1 11111111111 5 No.18. .,. .. ;. . ; 1 k' C27 �Pa � p Z2 •AU hinders to be: 6x8' 1/ 2 DF or 6x6' k1 OF (2x6 studwaUs) Unless otherwise noted. , At exterior & garage warm walls to be 2x8 studs. -Contractor shall check and verify all dimensions prior to construction. I� See sheet S -1 & S -2 for constnrction S (/ nailing specification:. •AU interior walls over 5' -0 refer to note 4/S-2 •Gutte:s 3 downspouts to be provided as required by code. •Double joist under all paredeUrrg wads (f1 over 5••0` a C-0' that do not stack over was below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. -AM bolts must extend 3/4' mint above dote. or single mudsllls for washers and nuts. 0 GENERAL NOTES COPYRIGHT© LIVIPJG AREA MAi6J fff;11 Sc R Zi I sat > T�� . a lv 2. qi , CITY OF TUKWILA APPROVED OCT ,1 1991 EUidiNG DIVISION RECEIVED CITY OF TUKWILA O C T 2 1991 PERMIT CENTER z 0 i= U w U, z 0 a w w cc 0 U) w an -j I I- w w 2 I-- U- 0 z 0 I•- 0 CC Q. w CC • RANE DESIGN, INC. RESERVES ?%11 LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CiIMINAL PROSECUTION. I :I °CONTRACTOR NOTE — Al! Dimensions Shall Be Checked And Verified Prior To Construction. 1•All headers to be: 641* 12 OF or US" 11 CIF (24 studisaNs) Unless otherwise noted. • •Atl ederior Ii garage warm walls to be 2ds studs. •Conuactor shall one:* and verily al dimensions prior to construction. [) . 'See sheet S-1 & S-2 or construction & nailing spocitications. •All interior weAs over 5-6 refer to note 415-2 •Gutters 1 downspouts to be provided as required by code. •Da1.1111 joist under all paralleling wale (if over 5 or 6•O that do not stack over waft below or WWII bairns) and nail together with 16d at 12 Gt. Sitig. goring between members. •%.1 boss must extend 3/4" min. above ado. or SOO mudsdls for washers and nuts. CITY OF TUKWILA APPROVED OCT 1 1991 invivinsq sq 27 • • . • r CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE — All Dimeosions Shall Be Checked And Verified Prior To Construction. UPPER FLOOR PLAN 1/4" GENERAL NOTES -All headers to oe: 6x8' tt2 DF or 6x6' 01 OF (2x6 studwal's) Unless otherwise noted. •AU exterior 3 garage warm walls to be 2x6 studs. -Contractor shall check and verify all dimensions prior to construction. D See sheet S•1 3 S•2 for construction & nailing speabcations. •AU interior walls over 5'•0' refer to note 4/S•2 -Gutters & downspouts to be provided as required by code. • Double joist under al parelletIng wals (II over 6•0' or 6.0' that do not stack over walls below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. - All bolts roust extend 314- rein. above dbl.. or single mudsdHs for washers and nuts. COPYRIGHT© RECEIVED CITY OFTUKWILA OCT 2 199I PERMIT CENTER a • r • • opip.4.4.0! DATE: DRWN: SHEET 5 6 OF PLAN NUMBER 7162 REV: BAUNING 40 22 1 11111� ,� ���L.12 i Il ITIl. 1��I�111t 4 tit 1�tItlTl t�ta�llliflt i ii ... NO. 18 e .✓ :,, � `: �I ? Eli _ , ?Ji i :; +Iii,, Oli l6 IQ . G I17 • I I7 w3lr .. ;1: SHEET 6 PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT -TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. TIT 5 TRUSS NOTES: ALL TRUSSES Shall carry manut. stamp & be installed & braced to maruf. specs. Will not be field altered without prior BLDG. DEPT. approval of engineering caics. Shall have design details & drawings on site for field inspection. All beams & headers to be 6 x 8 U.N.O. Provide screened blocking over supports. Shaded areas frame over. COPYRIGHT@ CITY OF TUKWILA APPROVED OCT 31 1991 I'UiLDING DIVISION RECEIVED CITY CAF FUKWIL A OCT 2 1991 PERMITCENTER z 0 I- w cc a } z 0 J w U- a: 0 J U era O I-- I-- U w w -J I U) I— w w I U) U) I I— LL O 0 I— U L3 0 t2 w I CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 111111 r' ' l RECEIVED I�i��ISIOR! CITY OF TUKWILA OCT 2 1J1 1 66666 I so ni 100 ® 1r O.tle. 100•I' 0.0. �"- 3/4' TRG PLY SST 21141' P.T. RURAL W/ 8/80410` .L e 4' 0.C. 1 140 OWL vow d ®a• Wfil 8■RoRIOGED INS WNW WOWS ONLY. X ,4 COMP ROAR ,'ip BASEMENT S LAB PLAIR 141' P.T. WOW. 1/0X14f A.S. • 4'.4 Of CORNER WRI�IIN 1 . V 1116. VISIZUEEN VAPOR BARRIER 1 r CLEAR -BEAM TO EARTH CLEAR- 110TTOM OF 4T EAKIN 244 COAT ROM UK ipo van RERA • 4 04 O.H. PER OR EQUAL OLDGIONO U 20 OR U1 aX 4 STRRIGER DIDS .R n 1410 • 1 rr O.C. MAX ID • 4' O.C. MAX EA. 2X RIM JOIST 5/41° PLY COYER 4-150 INTO ALL JOIST ENDS R 9jp BAIT INS SUPPORTING WALL. OR F'OUNOIK . MOWS RWAX RUN if WIN HOW LdW WPM X 341 A'�'� (NR PLl • PU D MN WAX 3d' AR MEAD NOSING moat STAIRS, ONE IN W00L E OF RUN BETWEEN STRINOCKg • PLOW FUN. BETWEEN RT AKS TOP & BOTTOM SPADC UNDER D STAIRS I HR F1AE COW. - r Oak& MAX R I S E 77 4 1 M TREAD 11'. R -' O f1ATT INS 100 • ` O.C. so • e O.C. VAX z to z h 10 ATTIC •SULATWR4 ARC C p.ESIST. 1/2' Gwti (TYP) 1 CbD S' O.C. EDGES a 1 a° O.C. FIELD 4' T G PLY S14TG dk N AIL L.0. ,/ owl 3 BATT IRS W V.li FLOOR �W1ST KR PtAki 4 TfP POST & BEAM PTAIL SINPSON h2.5 HURRICANE TIES crt GO GRADE axe » • 1e' O.C. 140 • ir O.C. RIM JOIST 2.Xe P.T. WOW. 1 .4 CONT ROAR 6/8"0X1 0 A.S. • 4 °-0r O.C. Olio WITMW WHERE 6110CK VOi PRERADE 4' LIP 0 UNDER .4 1A. VOWELS VAPOR WARIER 2 .4 COAT REAAR #4 COW REAR • 2.4"0.C. R- 508ATT iNS. 2 X 4 ' STUDS • I ( O.C. SUPPORT BM PER W M PI 0* CLEAT O $ MPS ( i L UV (PC T Pt cur SUPPORT POST Oft FELT 1/2 DRIFT PAN ipiag CORO BIER -PER PLAN (OR P LOST MACRON) . (p MIL VISQUEFN X IO A.B. • 44' :Lyre, 4' 4' CONC. VAR GRAVEL ALL AVER 2 04 coNT. MBAR WITH NOT LESS THAN FRONTS DBL PWES • E41EAR WALL OvER r WIDE. flEGARAE FOUNDATION ATTIC VF 41kA10P! 1/150 OF SPAS 3 1S 1• LT 1WS die RAFTERS PLAN >iU CEDAR SHAKES ON FELT 1 X$ SP SWIG COX PLWO ON MME5 MIMS 2X VENT BLOCKS W/SCRETN fl v R.Sl. CEDAR FASCIA W/ OW. km.. GUTTER D131. TOP PLATE (SEE 68 SPIT S-1) EXT. maw IRiMJ.S - 2X41' $T180S • 1$' O.C. OVER R-11 BAIT INS. W/ V.B. 1 /? COX PLWO. (SEE PLAN FOR MA UNG) &O w° O PEN PLAN • 2X STL • IV O.C. R - BATT INS. W/ V.B. R-6 STYROFOAM BD. DMA ONAL Sfl_ BILACING TOP FLOOR ONLY. LDwER 2713 FFL ) SO O L I D SHOT. PER BOTTOM PLATE 2X RIM JOIST TYP WALL SECTION II'I' £IT 3/4' Too3 PLY SHT R - f610 ItRs. NEKT) GI 16 , ..,.18 . f S A. FLOOR IM LOAD 40 PS F (T(T L C. SEISMIC ZONE 3. V- 0.14111 D. WIND LOAD 22 PSF E. SOIL b( J4 NG CAPACITY 2000 PSF ASSURED. SOIL REPORT REQUIRED ON MN OUESi11OW LL SOIL. 2.• LQURDRIMS A. ASSUMED WAX SOL SEWING Cmv4colY 2000 PSF UNDIMMED It POUR FOUNDATIONS ONLY ON STURI1ED SOIL. (WM*Y) C. UNDER FLOOR SLA14 COMPACT FILL TO 116X MAIO 3 FOUNDATIONS NO FLOOR SLAB CONCRETE S1&Mi. 1 E EQUAL TO 2 PM 2000 PSI. MAXIMUM WATER TO CEMENT HAM OF' Cr:1iENT PER CUBIC TARO OF CONCRETE AN0 0-3/4 GALLONS JST WATER PER 54t. SACK OF CEigigf i- AUL:L 0 - P$ESI E STRENGTH AT 241 DAYS. * K 14W /0J1 YARD. S. MINIMUM COVERAGE OF STN.: t ®OTTO11, a' SLOWS. 1 i/2' WALLS. 4.11FIt FE RCtRa_.SIEEL A. M.L. REINFORCING STEC. SHALL. K DEFORMED, INTERMEDIATE GRADE, BILLET OF DM �T A815 -72 GRROE 40 NOW, . CLEAN 8. SPLICES, WHERE LOCATED AND APPROVED SHALL 9E A WNUMUM 40 OF It rr�(2OER� tom) OR 30 8AR DIAMETEK(CONC. • 4000 PSI C. ALL REIhIFW�CI110 SMALL LIE 1114dRY 11E0 AND SUPPORTED DURING CONSTRUCTION. 0. WELDED WIRE MESH SHALL 141E ASTIR-A11115, A. PER UOC SEC. 2504 b V,. JOISTS AND %AFTERS, WIRRAL HF NO.2 KO, FS-1150 FOR Rfii11TWEE USE USE OF SPMI OVER I7 W /3X 14r • 1 r O.C. SEE ROOFING PLAN. C. @COWS, HEM AND ° . (kOMINAL. DF Z, FU -1250 PSI-OR H1: /Z. F1160000 PSI 41 OF'�1. F9 --131 PSI-OR 1050 PSI IF If #1 0. �✓ STUAS' D@ HF STUD RAPE 2 F0 -1300 P FOR REPEflTIVE USE. FOR 3 STORY KIX; USE 2 1GE OR 3X4' • 1ir O.C. Z or. L GW -LAM @FJARS 20F (F8 -2000 PSI) OR 24F (F8-4400 PSI) IBC -26 -10 T AHLE NA_ USE 24F -V2. V3 OR EQUAL Y GRADE WESTERN SPECIES). FB-2400 PSI. FV •153 OM i PSI WITH EXTERIOR GLUE OR W SHEAR TYPE BEAMS (SHWiT SPAN. HEAVY LOAD). MAY USE 20F -V3 OR EQUAL FBA.2000 wP5, Fff •1415 PS. F. SEE PLANS FOR PLYW000. ` • STRUCTURAL STEEL SWILL 8E ASTM A341; NEW, CLEAN AND FREE OF RUST. c, ) SHALL bE ASTT M3, GRADE 8 OR A3 ASOL. 41 S 1 EEL. 7 A. FRAMING TO BE INN COMPLWdCE WITH WIC SEC. 1702, SEC. 2511. 2517 S. PROVIDE ?NAMING 1 ACCORDMICE WITH UI C SCHEDULE 25-0 STRUCT M. ENG. SPECS TAKE PRECEDENCE OVER MN WAILING SCHEDULE AND OTHER GENERAL SPEC. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND MEANRING PARTITIONS. (ALSO CO Pt.Y WITH SECT. 230.(H) Ac 2516(F) D. PHMOE OR BLOCKING AT WO-SPAN Of ALL SPAM OVER W-0'. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIOC4NG F CEILING UNFINISHED. F. ROOF `MUSSES: St2ES TO BE VERIFIED, DETAILED M4D FABRICATED btf TRUSS W 4UFACTUREM. INSTALLATION MW NUDGING SHALL BE PER M 4UFAUUREIR6 SPECIFICATIONS AND WNSTRUCTIONS. ALL. TItUSSES DESRGNED MUST LIE STAMPED BY LJC. WA STATE P.E. CARE MUST BE TAKEN DURING ERRECT ION BY BUILDER TO NOT OVER LOAD TRUSSES WITH BU W NO MAT. AND TO ADEADU TELY BRACE TRUSSES. SMIIl.lIIAL S A. i.i b oP - 2xtf STUDS AT 1e O.C. PER UOC 1702. 25141. 2517(0) DOUBLE TOP PLATES SHALE. HAVE END JOINT'S STAGGLIRIED NOT LESS THAT 4' -0' Zia$ MUNG OF 5-100 • 4M' IAN. LAPS • EACH SIDE OF JOISTS W/40 eO • it O.C. b(I AaEU4 PLATES FOR EXT. dlt WT. LONG WALL (23c3 STORY BLDG). ®;88GELt 0 A. APPLY FIDOFING IN ?.ccORL ONCE WITH WIC. SEC. 3203. B. PRi0W. C ATTIC VENTILATION AS INOICATk:LR ON ROOF FRAMING . - PLANS. MD SECTION 3203(0). I I II lI I I I I I I I I I I I I I I 1 [ 11 11111E1 1 1'F1['l1'IliIIII 2 � I 5T. II �.... �i.; No.18 e...rtr. L i 1 s I 1 5 I IV I -.: I . 1Z iw3II MktARCIE AND MINIMUM ADDED INSULATION La'YEI. OR- R-30 CEILINGS WsTI$ ELECTRIC RESISTANCE HAT R-36 CEiUNGS WITH GAS HEAT R-00 VAULTED CE UNGS R- Idti WALLS R- 30ftO0ItS OVER UNHEATED SPACES R-ip AT SLAB PERmETER, INSTALLED HORIZONTALLY 2e UNDER SLAB. VeRN. d CONCRETE FLOORS ARE WORN 120 OF CWADE. ALL GLAZING SHALL bE OWL GLAZING AND SQ. FT. OF GLAZING SHALL NOT EXCEED 215 OF GROSS FLOOR AKEJA. ALL. OPENINGS MO JOINTS W EXTEkIOR WALLS SHAD. BE SEALED, CAULKED OR WEATHERSTRIPPED TO UNIT DIY. LEAMOE. AN APPROVED VAPOR EIiAWRIER SHALL BE PROPERLY INSTALLED IN ROOOF, IN ENCLOSED RAFTER SPACES, FAIRED VRIERE CEILINGS ARE ■PPUEO DIRECTLY TO THE UNDERSaDE OF k400F RAFTERS, ALSO IN EXTERIOR WALK INSTALL RA MIL Vi5OUEEN GROUND COVER. LAPPED 1 •-O AT JOU415 ANC EXTENDED UP TO FOUNDATION WALL (REOLI RED AT ALL CRAWL sPA',ES). HVAC EQUIPMENT SHALL ME SIZED NO ONEATXR THAN 125* OF DEsIoN LOAD IMO A MINIMUM RATED OUTPUT OF 75*. THERMOSTATS COmTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM S.L. RW HAVE Fait :PLACES SHALL bE Pfd1v DE1) *int A. TIGHTLY PITTING FLUE DAMPERS. READILY AC4E5LBLE MA+NuAL OR ALTO CORRTitOLa SHOWERS SIRALL HAVE A FLOW CONIROL. DEVICE TO UW1T FLOW TO A WAX OF 3 GPM SHOWEIt Ht%A.). NFAWkS ARE REQUIRED TO MEET ASNIi11 VOIA •tom. WIN C am - NOt 1 CRAWL SPACE VENTILATION, MINIMUM NET AKA ' ! FT. FOR DAM 130 SO. FT. OF FLOOR MEA. OP '" TO BE PLACED AS CLOSE TO THE COMPS AS PRAC- TICAL AND SHALL PROti1DE CROSS 1IkNTlLAYlO1t ON AT LEAST TWO OPPOSITE S OES U3C $EC. 2311100 2 CRMX. SPACE, UNOBSTRUCTED ACCESS, lee, 1444 SEC. 2,314C2 3 ATTIC VENTILATION; 1/150 OF ATTIC AREA OR 1/300 F 1 • S I 3 O SOFFIT NID IS 3' AiiOWE PRATE UhE. 4 ATTIC ACCESS MW 22X) WITH MW 30' HfADADOt4, UNO TUCT . READILY AMBLE OPEAfdNO. SEC. b IN ROOMS NOT PROVIDED WITH AN OPERAr1TLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENT- ILATION SYSTEM, CAPABLE OF PROVIDING 0 MR Q*- NCES PEM H , SR ALL 8E PROMO. SEC. 1200 UoC O VENT DRYER. BATH FANS,. • RANGES /OVENS TO THE OUTSIDE • 7 GARAGE N40 HOUSE OCCUPANCY SEPEAATPON MIN 1 HR TAPED AN0 (WISHED. SEC. 503C4 dlt TABLE S-4 UDC GARAGE AND BASEmENT SUPPORTS TO LEE 1 HR (5 /4r TYPE 'X' OR £QUM. G1O.8) 8 TILE FOR SHOWER SHALL BE r ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. • EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A NET CLEAR OPENING NE ET CLEAR OPENING HEIG D 5.7 SO. $WLI 2e N M. MIN NET Ct.EN oPENiNC WIDTH DIM Or_ fiOT- TOM OF OPENING SR4A . NOT bE MORE 114•44 . A; -C3VE FLOOR. 10 FIREPLACE CODE cO APUANCE PER UDC, CHAPTER 378 AND LOCAL MUILDING DEPT. ALSO REIM AS PIER SEC. 3703(E) WIC 190s. 11 HEARTH EXTENSIONS - HEARTH SHALL. EXTEND AT LEAST 1 C FkOa�i THE FRONT Of. M O AT LEST r $ MONO MN SIDE OF THE FIR PLA OPENING. WHERE THE FIREPLACE OPENIN IS tl SQ. FT. 'R i.ARGER THE HEARTH EXTENSION .HA LL EX AT LEAST 2d' IN FRONT OF, AND AT LAST I t FOND. EACH OF THE F kEPtJrC OHEt4 I G. CONC. ON MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 12 APPUGA1 DN AND INSTA LlAT'A N OF It�ISULATIOi4 MID v�APOR 7 ������ Y WITH THE ICI ' 13 GLAZING IN cOMPt.LAaCE WITH SEC. 54041 UDC STANDARD HO. 54 -2 ANL) WASHINGTON STATE SAFETY GLASS. f:XCEPTIONS AKE AS OUTLINED IN SEC. 5404, UDC. 14 GLAZING IN LOCATION SUBJECT TO HU1QAL: INPACr SUCH AS GLASS ON DOORS, GLAZING winos I t OH EITt1EK Salle OF A DOOR OPENING. GL ZANG• eiSER THAN Id' TO A FLOOR, SHOW DOORS. MO 1U8 ORES StiALL ME WIRE RUNF011MD. nhiPIAILO CLASS. LAMInAIED SAFETY GLASS C SHATTER RESIS[AI4T PLASTIC. (SEC. 5404 LAC ANPLIES.) 15 SUDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 1 • SHOWER ENCLOSURES SHALL K APPROVE') WIRE RIJNF'OKCt.O. TEM EkED ON LfrMINATED SAFETY GLASS OR SWIEIR KESISTAHT PL STIC. SEC. 5401 UDC 17 hill EXTEsiOR WALL. GLAZING SHALL. 6E DOL1IILE GLAZED AND COMPLY WITH THE 1191 I��N II�J cw - T.•s.1 Lis L..i ia� . as GFF f ASSuM .kt4. QNS HL I Y S TA t4IE P. icsicaLrHA tAGTE ISfCS ITT THE SOUL t 1S .; . 2' tltE ASCCIMACLQUILIE.. SIIPPuEn 8Y OTHfRS- - yWHERF POOR °ILL:TY_ A $L?Ii ELELIIRM-CBARE-DESICRI HAS TAKEN EYti(Y MKT TO ENSURE NE A cUft CY OF THE CONTRACTOR To CHMK AND WARY ALL 011404S6ONS. THE ATTACHED PLC ARE THE PROPERTY OF CRANE r wIu VROIATE COPYRIGHT LAWS. THE 1L' SINGS MUST P A Y A FEE FOR THE •' E D 'LATERAL THERIN OR ME SUBJECT TO LEGAL ACTION WY CRANE DESIGN, INC. OCT 3 1 1991 COPYRIGHT© ILDING DIVISION RECEIVED CITY OF TUKW!LA OCT 2 1991 PERMIT CENTER 1 pitipor nr. 1 t'' TO 4'-d mt tre.,/poot WALL -NT'S HEADER (AS PM MAIO PC POST CAP OAP 01 OF MULL N S !t•2$ 116 sfli•Ps axe 3M' STUB • wax. 2 ANGLE TIES Nit at FLOOR JO$T PER PLAN ' PLY SPLICE SHOULD 'tow ON crimom wawa •0 • 4' at • sots FLATS. IM 1101$1. k TOP PLATE DRL TOP PLATES I 2X( STUD WALL oAt�ii INSU ACBON BQ®_4' We ANCHOR BOLT • 36 O.C. 2X6" P.T. DJ!. WOW. Iv STEEL CONE. wanz. • it O.C. f war. • 24' O.C. OR 040 1 I O.C. tie FURRED WALL 4' CONC. SLAB POURED TIGHT Ni WALL 4 GRAVEL nu. UNDERNEATH 2 J49 CONT. 3' UP • $ IN ' MULLIO DOI MEMBER " 2Xd STUD WALL I CURBS r WIDE — CONCRETE 4' CONC. SLAB ON 4' GRAVEL FILL SPLICE (IF ANY) 4 CONC. APRON 2 #4/ CONT. 3' UP Ac r DOWN 1110 • VOX. (2 STORY) OR, 12'O.C. (1 STORY) SOLE PLATE A STUD SIZES AS PER PLAN RIM Join a FLOIR fir KR Pt.m PROVIDE BLOCKINO AS REQ'D FOR SOLE PLATE NAILING 5 /1 ANCHOR BOLT 0 32'O.C. COL 2xt., OR 3Xd MUDSILL ONE L-'50 • EA. JOIST WHERE SOIL UP ON WAI1. LESS THAN 6•. CAN ONJT WHERE JOIST TO WALL • 4' GRAVEL FILL R-43 RIGID BOAR INSULATION • WARM BOGUS OR 1 " P BOARD 1 ;1 r COX PLY. (i.D. NO. 24 O MIN. NAl6.ED Y WAD AT O.C. AT !t EDGES OF SHEETS at 2 IN FIELD: WHERE HAVE STUD WALL 1.. ' WITH ATTIC ROOF SPACE N2404 FULL NIE NIT OF STUD WALL, OF . CARRY PLYWOOD T t*OUGH THIS SPACE =FOR NAIL 2X4' OR 2X5" SOLE PLATES W /1SO AT 1 rQC. km. ON EXTERIOR PLYWOOD TO LAP RIM JOIST O ELSE MKREASE SOLE PLATE NAILING TO 160 AT d DOUBLE ALL TOP PLATES At LAP AT LEAST 4d AT JOINTS W/1 llO EACH is 1 6D AT NOT OVER 12O.C. ALONG PLATE FOR EXTERIOR Ate MAN INTERIOR WHO WALLS. � USE PLYWOOD SPECS AS IN 1 CsDauT INCREASE NAILING TO 66 AT i_ O.C. ! AT LOGES at vox.. IN J • WALL 'JOINTS EDGE BLOCKED BY STIRS. . PLATES OR SPE oAL EDGE : • ' *CREASE SOLE PLATE NAILING TO 1110 AT vo.c.' 101 a FOR INTERIOR ' PLYWOOD WALLS AT • dO.C. MK OTHER SPECS SMAR TO I O IF BOLTS ARE USED FOR I1UDS1LLS SEE PLANT SECTIONS MET USE We X1IT' ANCHOR STS AT NOT OVER 4d0.C. USE PLYWOOD SPECS AS IN C> BUT 3 Cm U PL INCREASE NAILING TO OD NAILS TO 3 O.C. ' AT EDGES it (QC. IN w /�J. • s .ED AS IN 2 CK1► INCREASE SOLE :PLATE NAILJNG TO M INCREASE . 8 EXTERIOR WALLS OR (0.0. FOR INTERIOR WALLS. WHERE 2XS' P.T. MUDS1LLS ARE USED, BOLT W� 5/fV X 1 Cr A NOR BOLTS AT 36 ALSO SEE CONCRETE WALL Si 'FOR SPECK BOLUS 11t MUOSILLS. OTM;fER SPECS SIMILAR TO 1 406 ? WHERE HAVE LONG WALLS OVE 8' LANG SUCM AS PARTY WALES. LOT., USE 1 1/r�� ! DRY WALL NAILED /SO COOLER NAILS O(F' 5/V GWO. - 60) AT PARTY AT STUDS 'at TOP & BO PLATES FOR. 100 /FT SHEAR VALUE EACH FACE . THESE VALUES MAY BE • AS NOTED IN TABLE 471 ABC. NAIL SOLE PLATES W 160 AT NOT OVER V O.C. FOR LONG WALLS OF PAM' WALL . THEN 100 AT 12' ' EACH. WHERE PARTY WALLS ARE BOLTED, 5 /d'MT ANCHOR BOLTS AT 411' EACH MUDS ILL WOULD BE MINIMUM FOR 2 is 3 STORY BUILDINGS). 6C " USE 1/2'' .OX ROOF 'SHEA (LO. NO. 32/16) NAILED W /8O NAILS AT (0.C. AT BLOCKING ac AT END TRUSSES a AT PLYWOOD EDGES & 1 r O.C. IN FIELD CSEE SPECIAL MAILING OVER OTHER SHEAR WALLS). STAGGER ALL JOiNTs lAY N rACE GRAN ' " TO TRUSSES OR "LOITERS. 6 : USE 3/4 TAG PLYWOOD. S RUCTURA L !1 OR EQUAL FOR SUBFLOOR �.D. NO. 32/16 NAIL W /100 N .$ 4 0.0. AT BLOCKING & JOISTS OVER PLYWOOD IR WALL'S OR PARTY OTHER LONG WALLS & 6'0.C. AT EDGES is 10 iN FIELD. SEE SPECIAL NAILING ON PLANS. IN ANY. STAGGER AU. JOISTS ANO; LAY FACE GRAIN - ° ' • :.. LAR TO JOIST. NOTES: I!I . -ix.a_ 8 FAM SPFCif1cAbait 1. FOR LONG SPANS. USE 24F V2, V3 OR EQUAL (TABLE 125 -C -1. PART A. UBC 166. VISUALLY GRADED WESTERN SPECIES). F8 ..2.4OOPSI. FV' 155 OR 165 PSI is EXTERIOR CLUE. 1dANUFACTURER MUST CLARIFY IN WRITING TO GLU —LANG PRIOR TO ERECTION ON 2. WHERE HAVE SHORT SPANS EMS) USE 20F —V3 OR EQUAL WITH FO 2.000 PSI & 'Vas 165 PSI at 0. SPECS SIMILAR. TO #1 ABOVE. THE TRUSS MANUFACTURER . PROVIDE ALL DESIGN is ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHAbL . WE CARE TO , • , TELY BRACE TRUSSES 4s ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING IJATEIIIALS. FOR JC1ST PARALLEL TO WALL 100 e 4'O.C. TO BLOCKING fN WALL, 4. COPYRIGHT© 2X BLOCK OUT 4' •0'_,! 32'O.C. WITH DIRT 6'—Ir HEIGHT. 4H'O.C. 5'-K• KW 2 -1.30 s BLOCKING TO WALL TIE A CITY PPRO TU VE IL.A D OCT 1 19 91 BOLDING DIVISION RECEIVED • CITY OF TUKWILA OCT . 2 1991 PERMIT CENTER r • ... • * 1z0 • 15 - r IPIRDIV.111 A CONTINUOUS FOOT it46 OR SW) EtGE $t1uI - s - EL t L. bETA 1 NOTE: FOR USE IN GI Iftheett IUD WALLS AS S 4OW)4 . IF A FLOOR IRIYERVE1JEb B TWEE)J FOUNDATION AiiD BRACED MAL THE FLYWOOD SHALL CNERLAP THE RIM JOIST A,ND DILL RATE. PROVIDE IIOLDOWA15, DOLTS ANa Pt:MOOt 1.114LIM61 As silowt4. IF usEo hesOVE / \NALL use. be.ThiL . e►' RP.4151Ot4 2 -14 -bi A REVISION 2 -14 -91 ...�pS CmPw`r-r1r • ST/Lap To& w 1144.14144f ® i'®.4. 4 as POSTS .• fs.) d �I SUMS NIA DU Z - Zi STUDS NAL LiiIEAlvAlm6 70 LAO% WOO td NAILS AT Sf O.0 . ALL PLATEs HEAD 4 STUDS S-2.% PLATES NAIL, SItEhunIw 6y `... TE 24' Io 1 .A`[�RAL P i EL bETh1L A NOTE: FOR USE IN GARAC,E E.ND WALLS AS SHOWW . IF A FLOOR Ii4 rERVENEb 5E TW EEN FOUNDATION AND BRACED PANE.., THE PLYWO®D SIIALL OVERLAP THE RIM MOIST. AND SILL PLA !E. • PROVIDE NCX.DowNS, EQL.TS Amp PL :WOOD 14MLW EI AS SHOWN. I F .USED ABOVE P©NY WALL Use OE.TAIL 3 A. ®► REAtISiOt'l 2- I` -b'I RE V1stON LQSA OON Ss A? Sow. PAAT& APA &ATEb §itegt11144 a• MA zip EP I 2•24 BLOC W.* Al' M 1 PL's WOO dO►t4s APPROVED IOOCED -END WOOD TO CONCRLT E COu11*GToPS W n t400' CAPACIT1 (MW), a s7tN0 • &.*Oiat TO (*oxalic 4 a Peters CR (s)s a $1%.I CS : � I. AI.L ♦0c &3 SHHA4.4> OL ONSTALL&O KR. ^4444, 6.4tT1.rng 4 S 4CWD"4 • CORNOld IN TALLA`TeON. ?WO yO .00bvaS CAM & &M ED AT SAGA Comma* Ina MCC? r4e T 4 Otgia .,14tH LC*& i• AL7aksiATIR rims OS APPIOOvtb 1401.90w' CAN AM USIA IN PUKE C 3Te4AA N7.00•NS. 3u,MeT DETAIL.3 FOR APPROVAL , �/.. FL. SPAC K - ' 1100tD �dt esa So •woo CITY OFTUKVVILA APPROVED OCT 1 1991 EULDING DIVISION RECEIVED a F TUKWILA CITY U OCT i31 P IT CENTER 0OPVRIGHTQ 'I'I'I' BASIC MECHANICAL S® F CL 11 i11NG APPL/ANCES I SOLID FUEL BURNING APPLIANCE include air tight stoves, fireplace stoves, root, heaters/fireplace stoves, factory au fireplaces, and fireplace inserts. Unlsis otherwise adopted by King /Pierce County, all solid fuel burning appliances shall comply with the provisions of section 504, U.M.C. NUM' lath dwelling unit shall g e provided with heating facilities papcble of maintaining 70'7 at a point 3{ -0" above the floor in all habitable rooms when the outside temperature is as set forth in section 304, Washington State Energy Code. Section 1211, U.B.C. p.. fuel burning equipment located within the building envelo a (constructed under the Washington State nergy Coda) Shall obtain combustion sir from outdoors, meet- ing the provisions of section 607, U.H.C. NOTE: Building envelope. The elements of a building which enclose conditioned s ocee through which therms energy may a trans erred to or fto■ the exterior. Section 202, Washington State Energy Code. b. 'Fuel burning equipment located outside the buildinn envslo a shall meet the provisions of Section 601, U.M.C. Duct work, location and source of combustion air ref- erence Section 602, 606, 603 and 604, U.H.C. All warm air furnaces shall be listed and labeled by an approved agency`�an `installed to listed specifications, Section 504, U.W.C. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. Section 504, U.N.C. No warm air furnaces shall be installed in • room used or designed to be used as a bedroom, bathroom, closet or in any e nclosed space with access only through such room or space. e xcept direct vent furnaces, enclosed furnaces and elec- tric heating furnaces. Section 704, U.H.C. No were air furnace shall be installed in a closet or alcove less than 12 inches wider than the furne:e or furnaces installed therein with a minimum clear working area less than 3" along the eider, back and top of the furnace. Section 704, U.N.C. Liquefied petroleum gas- burning appliances shall not be installed in • pit, basement or similar location where heavier- than -air ;as might collect. Appliances so fueled shall not be installed in as above -grade under -floor space or basement unless such location is provided with an approved means for removal of unburned gas. Section 504, U.N.C. Nesting and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flam- mable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section 508, U.H.C. Fire dampers need not to be installed in air ducts passing through the wall, floor or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group M, Division 1 Occupancy), provided such ducts within the gar- age are constructed of steel having a thickness of not less than 0.019 inch (No. 26 galvanised sheet gauge) and have no openings into garage. Section 503, U.N.C. Warm -air furnace installations in attics or crawl spaces shall comply with Sections 708 and 709, U.H.C. Every appliance designed to be vented shall be connected to a venting system complying with Sections 901, 902 and Tables No. 9 -A and 9 -B, U.M.C. Every factory built chimney, Type L vent, Type B gas vent or Type BV gas vent shall be installed in accordance with the terns of i t - ' " nn manufacturer'. viLf -! of it: ..a, ' ±n and .r- ..rr -..rrw ..r the applicable provisions of Chapter 9, U.N.C. DUCTWORK a. FAN CCM 50 50 50 80 80 80 100 100 125 125 MAXIMUM OF A type B or BW gas vent shall terminate not less than 1 foot above the roof through which it passes nor loss than 4 feet from any portion of the building which extends at an angle ef more than 45 degrees upwards from the horizon el no less than shown in Fig. 1, U.H.C., unless listed/ tested otherwise. Section 906 (d), U.M.C. A Type L venting system shall terminate not less than 2 feet above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an angle more than 45 degrees upward from the horizontal unless listed/ tested otherwise. Section 906 (e), U.N.C. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connect- ed to a chimney or vent in such a manner as to maintain tha clearance to combustibles per Table No. 5 -C, U.M.C. Duct systems shall be of metal as set forth in Tables Nos. 10 -A, 10 -B and 10 -C or factory -made air ducts complying with U.N.C. Std. No. 10 -1, U.H.C. b. Joints and seams shall be substantially airtight, Section 1002 (c), Table No. 10 -A (rectangular ducts) and Table No. 10 -B (flat, oval and round ducts), U.N.C. c. Installation of ducts shell comply with Section 1004, U.N.C. d. Duct installation shall be installed in accordance with W.S.E.C. Table 4 -16. e. If eater heater his a nongrid pipe connection, it should be strapped or anchored to resist earthquake displacement. Section 504 UPC f . Air ducts that pass through the garage wall /selling from the furnace :rust be constructed of steel having a thickness not less than .019" (26 gauge) and have MD dings into the garage. Section 503(d), emosiPtion 3 g.Where mechanical ventilation system is used, the point of discharge of exhaust air should he at least 5 feet from any ventilati:ig intake. SECTION(c) SPECIFICATIONS FOR THE 1991 VENTILATION AND INDOOR AIR QUALITY CODE FOR THE WHOLE HOUSE VENTILATION SYSTEM, SOURCE SPECIFIC VENTILATION REQUIREMENT: A. KITCHENS- 1OOCFM B. BATHROOMS, LAUNDRIES, AND POWDER ROOMS -5OCFM C. EXHAUST DUCTS SHALL: -BE INSULATED TO R -4 IN UNCONDITIONED SPACES. -BE EQUIPPED WITH A BACKDRAFT DAMPER. - TERMINATE OUTSIDE THE BUILDING. -BE FLOW RATED AT 0.25 W.G. STATIC PRESSURE - COMPLY WITH TABLE 3 -3 BELOW. MAX FLEX DIA. 4" 5" 6" 4" 5 II 6" 5" 6" 6" 7" 3 ELBOWS ALLOWED. MAX FT. 25 90 OVER 100 NOT ALLOWED 15 90 NOT ALLOWED 45 15 70 SUBTRACT MAX SMOOTH DIA. 4 5 " 6" 4" 5" 6" 5 7" 10' FOR EACH 6" OVER 6" OVER OVER ADDITIONAL MAX FT. 70 100 OVER 100 20 100 OVER 100 50 100 100 100 ELBOW. WHOLE HOUSE VENTILATION REQUIREMENT: A.FRESH AIR INLET -15CFM FOR EACH BEDROOM PLUS AN ADDITIONAL 15CFM. - INTERIOR DOORS SHALL NOT IMPEDE THE FLOW OF FRESH AIR TO THE WHOLE HOUSE EXHAUST FAN. B. EXHAUST FANS SHALL BE: -FLOW RATED AT 0.25 W.G. STATIC PRESSURE -SOUND RATED AT 1.5 SONES MAX. -INSULATED TO R -4 IN UNCONDITIONED SPACES -SIZED PER TABLE 3 -3 BELOW. BEDROOMS CFM MIN. CFM MAX. 2 OR LESS 50 75 3 80 120 4 100 150 5 - REQUIRES A DESIGNED SYSTEM. C. A 24 HOUR TIME CLOCK SHALL BE INSTALLED TO REGULATE THE OPERATION OF THE WHOLE HOUSE EXHAUST FAN. NOTE -A SOURCE SPECIFIC EXHAUST FAN CAN ALSO SERVE AS A WHOLE HOUSE FAN AS LONG AS BOTH REQUIREMENTS ARE MET AND A FAN RELAY IS INSTALLED TO ALLOW FOR BOTH CONTINUOUS AND INTERMITTENT OPERATION. r RECEIVED CITY OF TUKWILA OCT 2 di PERMIT CENTER COPYRIGHT© 0 U- N 0 cz pil .01 It o o4.11141.1.4r. AA 11 I 1 r� f IH eft , TI i_1 01 T. , 16 18 I G 1 19 I I5 1£ I No.18 C`. t'% lz