Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6825 - Brigadoon Ridge - Lot 2 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. 6825 Brigadoon Ridge - Lot 2 5671 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington 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 Personal Information — numbers, electronic check numbers, credit expiration 35 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6825 91-375 brigadoon ridge lot 2 Permit 6825 - Brigadoon Ridge Lot 2 TYPE OF CONST.: V -N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ❑Sprinklers O Detectors 0 N/A UTILITY PERMITS REQUIRED? ©Yes ❑ No t publicWorks) ZONING: BAR /LAND USE CONDITIONS? ❑X Yes ❑ No CONDITIONS (other than those noted on or attached to pormit/plans) EXP. DATE ZIP 98005 9 -25 -92 I ARCHITECT Gerry Slick ADDRESS 12509 Bel -Red Road #103, Bellevue, WA ZIP 98005 CONTRACTOR Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel -Red Road #103, Bellevue, WA EXP. DATE ZIP 98005 9 -25 -92 WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 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: Cp%.5 ROJECT:',;INPORMATION SITE ADDRESS PROJECT NAME/TENANT Brigadoon Ridge ASSESSOR ACCOUNT i t 109990 -0020 TYPE OF © New Building U Addition ❑ Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single - family residence. PROPERTY OWNER PLIANaE FLOOR;: ; SQUARE FEET APPROVED FOR ISSUANCE BY: OCC. LOAD 5671 S 150 Pl. Lot 2 Lotze Worthington SQUARE FEET OCC. LOAD SQUARE FEET BUILDWG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD DESCRIPTION B.UILDI.NGIPERMIT.FEE PL'AN,CHECKFEE . BUILDING SURCHARGE:: >:: OTHER .... ......,TOTAL': AMOUNT RCPT # DATE 44.6.00 9- 09-91..; 2067 SUITE it SQUARE FEET OCC. LOAD VALUE OF CONSTRUCTION - $ 114,023.00 SQUARE FEET PHONE 462 -7122 OCC. LOAD BUILDING OFFICIAL DATE. . ./0 ZIP TOTAL SQUARE FEET TOTAL OCC. LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or thrperformance of work I am authorized to sign for and obtain this building permit. SIGNATURE: CERTIFICATE OF OCCUPANCY NO. /. PRINT NAME: f�s7t'ir2T e , 1U20N k COMPANY: /..)7a c/LAjoer'N,nl ?�/ hve Th is permit shall become null and void: if the workls not commenced within 18Q days from the date s seance, or if the work is suspended or abandoned for' a period of 180 days fr the last in spectf or DATE: 1j fI / DATE ISSUED: PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION BY: (init.) BY: ni: .) PERMIT EXPIRES AMOUNT OWING GA 7 3RD NOTIFICATION B BY: (init.) PLAN CHECK � ry NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 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. PARTME DATE I BUILDING - initi -I review AFIRE PLANNING PUBLIC WORKS 0 OTHER g BUILDING - final review PROJECT NAME YlC.C Y1 SITE ADDRESS UITE NO. ` 5( r� 11 > I O ILL-- twee- z-. 1 0 -1 -1 E. REVIEW COMPLETED ATE :;:;: RO 10. z, CONSULTANT: INIT: 1©4 INIT: INIT: ROUTED BUILDING, PERMIT APPLICATION TRACKING FIRE PROTECTION: FIRE DEPT. LETTER DATED: ZONING: fj-/ 7-Z BAR (k ire /LAND USE CONDITIONS? ( REFERENCE FILE NOS.:. $13— 4 — j ; ( Q, t MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: UIREME Date Sent Date Approved Sprinklers Detectors INSPECTOR: N/A UBC EDITION (year): TOTAL OCC LOAD (1 No SITE ADDRESS SUITE # U I S. I '" ; c 1(,t e VALUE OF CONSTRUCTION - $ ) I Lit be3 - 1 `:, GOG . PROJECT NAME/TENANT ¶3 i1 c c k• % L u k- 3-- ASSESSOR ACCOUNT # 1 GccIq D •- Q 0'2 c TYPE OF I4.0 New Building U 'Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: S;r i - (' Cain . 2e5tcle nee BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 14.1(5 0 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (A No 0 Yes IF YES, EXPLAIN: PROPERTY ROPERTY OWNER �- -(> 1 "L ( �, • �1. c)y -I li ry •{ (SY) 'PHONE ,,11 �t Ln PHONE . _� l'2 "L ZIP �f ). 7, ADDRESS 1 Q �1 -ti I ()'_ 1'x.1 l t.0 UCH CONTRACTOR L ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # 1. ()�Z C . 1 1 a �, J � ' EXP. DATE rib �- ARCHITECT (3. V ��,� PHONE 9 y� j _q 0-2, ADDRESS ZIP ��r► n if YliQ.° CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 • ;•;f1•r;;. 4 f "+ PLAN CHECK NUMBER BUILDI3 PERMIT APPLICATION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: TOTAL' AMOUNT /) RCPT # DATE:.. q qi DESCRIPTION I.;HEREB`t;CERTIFY:THAT I HAVE; R AND: EXAMINED THIS AP PLI CA TION ; <AND KN E :TRUE AND ::C.ORRECT, AND I AM IIZC D .TO'APPI Y FOR;: THIS:; PERMIT BUILDING OWNER SIGNATURE r• I DATE ct OR AUTHORIZED PRINT NAME �`�c �tc �) Z AGENT ADDRESS l� SOS ' 5 � 1 C� 6L, e CITY/ZIP I \evt,e Acos CONTACT PERSON lA` G t Ll.>-k Ze PHONE 3_ 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. Ii 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 q Cj DATE APPLICATION EXPIRES PHONE COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS ri Completed building permit application (one for each structure) E Assessor Account Number:: •: • : : Two sets (2) of the following:: • .'• SpeCifiCations Structural calculations Stamped by a Washington statelicepsed. engineer„ Soils report stamped by a Washington State licensed engineer „ ::•":• Topographical survey Ener calculationt by aWashington State engineer orarchitoct.::: • :Legal description IWork draWings,:staMped by a Washington State licensed Working drawings include: Site plan Architectural drawi Structural drawings Mechanical drawings Elevations Civil drawings Landscape plan [ Completed uhlity permit application (one for entire project) .............. SiXi of civil drawings NOTE:,::See;utility permit application and checklist for specific utility submit! recit4irements ' •: • • : RACK STORAGE ; „ .• ri Completed building permit application Assessor Acc 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 " • plan showing rack • . . ri Tenant layout aisles and . NOTE: lridude dimensions of racks (height, • and exit ways on plan Structural calculations stampod by a Washington State licensed ' engineer (rack storage S . and over) RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS E Completed building permit application (one for each structure) n Legal description • E Assessor Account Number . . L Two sets (2) of working drawings; which include SU6TTAL CHECKLIST - • Site plan (On plan, show closest hydrant locetion.,: • Foundation plan Include access to bullrfing, showing • Floor plan:. : width and length of accesP)::::-.::: Roof plan. • " • . • : : : •••..• Building elevation S (all views) • Building cross section .. • Structural framing plans ' • II] Washington State Energy Code data . . „ Completed utility permit application E Six (6) sots of site plans showing utilities. : NOTE: Building site plan and utility site plan may be combined.. Bee:: s. utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be reql.'red if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS CoMpieted'OuildingperMitapplication (one for each structure or ■■••••■ Assessor Account .110111■. Two (2) sets of construction plans which include : •.: ": Location of tenant sg> Existing and proposed parking . ..:::;Landscape plan (if apPlicable,* of use), . )7 :T 1 b oca .:" . • Use of adjacent wall) tenant -f.Overall dimensions of building or square footage Floor plan:of proposed tenant space • Tenant space plan with use of each room labelled • Exit doors, egress patterns • New Walls; existing Wall; and walls to be demolished { Construction details • Cross sections showing Wall construction and method of ".....:. attachment for floor and celling. • . •••••• •-• • ...H Structural calculations stamped by a Washington State licensed '77: engineer may be required if structural work is to be done (2 sets) NOTE: lf any utility work is to be done,,submit separate'utility permit' application and , . . : . . RERO r leted building permitapplioatien (one each structure): omp •.E Assessor Account Num Narrative desCribing;.existing roof, material being removed, and 'Material :being installed::: NOTE:. A certification letteriS required prior to final Inspection and Sign-.: off of the permit ANTENNNSATELLITE DISHES Complete g 1-.Diveotal(21: 5:at calcul ations a n tenn a/satel lite 1°which tmgaihpanpeipclidlnui appli location at i: W° asfo antenna/satellite fn ngattachment t nna sat e I e dish) Structural be enginee maY required Assessor Account Number Site Plan (showi dis a t State ken . . , . RESIDENTIAL „ •:,ri.Complated building permit application (one for each :.:E Assessor Account Number Two (2) sets of working drawings which include Foundation plan :.".. . Floor plan Roof plan .." Building elevations (all views) Building cross section Structural framing plans NOTE If utility work le:iiibercttiaii' , . . . .• application . . „.. ....... . ........ and plans must be submitted Completed building permit application (one for each structure) Aisessor.ACCoUnt Number Narratkie describing existing reOf;: Material :being removed, and material being NOTE: A.' certification lettar Is required prior to final inspection and sign off of the permit PERMIT DATE ISSUED ,NUMBER :!EXPIRED SD l sit;3 -q.1 WArF t t%s-Qi LP (Q - a) Lit ( C !s5 - Iga4l (—C11 grtc ECo' 11 5 LSO P1 6- Cl I 5- i cia f5ri :. o t'1 Sr 1 n ')ln I (So p l P(rA( L � 'o k 0 (0) S L S advon SL0 (D1 5 (so UTILITY PERMIT LOG PROJECT NAME/ADDRESS Lot 3 t' arbory Lc+ 5(491 1 LSD P I r c)Aoo n L k- Q (5(2n 1 5 (So 1 f o4o r Lok Lai-. _ Los \A Lot RAV-75n L-ok L I ri r�,ar7n L( L-1 5(0'41 o P1 Lot a PI TYPE. P\It Curb Cu+ s torm brain m -Qk-er Land N fieri 5(o rni brain Lo (2.r wo.-b 'm .e.r Lard Cu rb DATE SIGNED OFF I tittibUrvbtiTiFyll Applicant/Authorized Agent Signatur A Ti. H :gAp:THIS:APPL:ICATION.ANDWNOW i fa .,... rThNIP :VORRECT::'::1 Contact Person k (print name): V\ A a-e I kitV to Phone: 4(aa - 1 tad. -,--.. * • , Print Name: \,c,\Le. ,. Loi 7!- Address: -c €1 - &.e ...,(,... Date: ( Phone: 6,4- ;SCENC,a t , 'Tlii-- Date Application Accepted: — _ t.i. U Date Application Expires: . CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433-0179 PROJECT Site Address: rjtil S. INFORMATION Name of Project: r■ Property Owner: 1 00 no4-6 c\ -) I- «t.1 1 . . Street Engineer: Street Address: Contractor: SGuyle. Street Address: King County Assessor Account Number: I 1 0 002 PERMITS 0 Channelization/Striping/Signing REQUESTED 0 Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) -- No.: Sizes: O Flood Zone Control O Grade/Fill cubic yards O Hauling O Landscape Irrigation O Moving an Oversized Load 12 Sanitary Side Sewer No.: O Sewer Main Extension Private El Public El Name: Lu Street k c;•0 Name: Street WATEWMET. ..... REFUND/BILLIN MONTHLY SERVICE BILLINGS TO: 0 Water El Sewer DESCRIPTION OF PROJECT El Hotel El Motel El Multiple-Family Dwelling No. of Units: El CommerciaUlndustrial El Office El Retail New Building MISCELLAIslEO W Square Footage: \ SO King County Assessor's valuation of existing structures: $ ( UTILITY PERMITCAPPLICATION OL C. c, net 1% r El Metro El Standby CZ Single-Family Residential El Duplex Cl Triplex O Warehouse El Manufacturing poi PLAN CHECK NUMBER: Storm Drain O Street Use O Water Main Extension Private El Public El t Water Meter / Exempt: - No.: Deduct El Water Only ID O Water Meter / Permanent No • O Water Meter / Temporary: - No.: O Other: Phone No.: 4(.402-11 22 Cit /State/Zip: L (ie due i c) go Phone No.: City/State/Zip: Phone No.: City/State/Zip: Phone No.: 4(.0,)-1 e- Sizes: Sizes •_ 3 City/State/Zip: I 600S" Phone No.: City/State/Zip: El Apartments El Condominiums El Church El Hospital El Other: El School/College/University El Other: .1••••••■•11M01 El Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHiE( LIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts /location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' Intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of Insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and 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 SIDIC 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 •tans are not a roved, the a••Iicant will be notified b letter of necessa resubmittal requirements. If ITY OF TUKWILA • BUILDING DIVISION 300 Southcenter Blvd., #160, Tukwila, WA 98188 ro ect: Address: $pecial Instruction : . QMMENTS: scalp o. US INSPECTION RECORD Retain a copy with permit ❑ Approved per applicable'co ype o , nspe Date Called:. • Datevvented Requester Phone No,: - 206x431= kt 0 Corrections; requlred`prior to approval.. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Date: 70 INSULATION CERTIFICATION �` (THIS CARD IS TO REMAIN PERMANENTLY POSTED IN A READILY ACCESSIBLE LOCATION) l . HIS IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS WASHINGTON STAT ENERGY CODE. CHAP. 51 -12 WAG, REVISED 1986, AND APPROVED PLANS, I HAVE IN- SPECTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: Lotze Wolthintc Plan 7120 LOT 2 Addreet of Property County Bid Penni(No, ROOFS Type of Material EXTERIOR WALLS Typo of Malarial Cortet 1ntood/o.C. CEILINGS BA TTS: Type of Material FTBF:RGl,2,St; BLa.t rr..nT Manufa<4urer CERTA11111: Fit) 1(11 Sy. Fl. Covered (Or trade name) BLOWN: Type of Material Eno r wool _ _ MarrufacIuror Ene Thkknoss 11. 1/4 No. Bags 4 3 44 Wih3ag 135 C 9 over 3n RVa$uu FLOORS Typo a Material CertaInteed /p. C. Manufacturer Certain teed /Q,C. Thickness 6 1/4" RValue 19 — ._ (Or ludo name) _— SLAB ON GRADE Type of Material Manufacturer Thickness R Value. Width <d Insulalk'n inches (Or trade name) FOUNDATION WALLS (II required) Type of Material Manufacturer Thic ness R Value - -- - - -- (Or trade name) �_..... _._. ,..._ -- DUCT ANDIOR PIPE INSOLATION Typo of Material Thermaeel1 Mnnufaclurrr Same Thidness 1 1/4 R Value 3 (Or trade name) - -- HEATING SYSTEM Typo of System Manufacturer Input Output NIGHT SETBACK THERMOSTAT INSTALLED Q HEATING SYSTEM INSTALLED TO NO MORE THAN 150% Of DESIGN LOAD El GLAZING - ALL GLAZING INSULATED GLASS OR STORM WINDOWS PROVIDED (� WATER HEATERS • ASI -IRAE O(W-90 LABELED 0 WATER FLOW REST R CTORS - ALL SHOWERS LIMITED TO 3 GPM [] FLTP TION- DOORS Sr WINDOWS W ATHERSTRIPPED OR APPROVED BYASTM 233 -73 (] INFILTRATION - ALL OPENINGS IN EXTERIOR WALLS CAULKED OR SEALED IIREPLACES • OUTSIDE AIR VENT (SIX SQUARE INCHES) WITH DAMPER TO FIREBOX SLAB THERMAL BREAK CREATED [] VAPOR BARRIERS - INSTALLED F1--n CODE REMARKS (if ddrarad) I CERTIFY UNDER PENALTY OR PERJURY I,INDER THE LAWS OF TI-IS STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT. General Contractor (B o C� -1/ , l Irr - r N f�'� Confraclo' Fug, No. (,ij7^,ec I+�� 4 BY Manufacturer Thickaness R VoJue (Or Lade name) Manufacturer Certaint0Gd/O.C. Thicialoss r 3/4 RVaIuo 19 (Or trade name) Dale and Mace Sutrcontafor (insulation Applicator) Tnsuiguted Corrtrador'oRag.No. IIJ•t1t) ? t Tftff O 1rI (Insulation, Masonry, [ski.) (Stale - SAME' rl same as General Contra ioor) _.... _,._....._. By S'IEYE El TZGI :BALD ..,... ......., .._._..._.._..._. ».. ... »,..., .. . Dale and Placa 4 ti .. Thickness 10 RValue 3 Trio fa fig Date "anted: Requester: - Phone No.: ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. INSPECTION N0, nspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ❑ $30.00 REI ' PECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: e : , / 4. Z , YP' ' " .•p i on: „re 07� "" .5., 15A P 1 � •teC• le.: .— 7 9. p— Special Instructions: Date Wanted:.. r - Requester 0 tr Phone No.: f+ tio liSP •' l • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved'per applicable codes. 60MMENTS'' Date: O. Corrections required priorio approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • act: ' fir�I V ypeo :. i t,�. �� ` i Spe al nstruct ons: Date anted: 4911 Requester: 1 Phone No.: ,,. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a. copy with permit (206) 431 -3100 Inspector :r $30:00-REINSPECTION.FEE REQUIRED. Ptior rQinspection;'fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • • 1Recet1o.: Mite; Proje •4 1 , � • ∎401 j I, ` .Ili. � `" Type of Inspectio t .► .L, Type ...t .rr� I6/+ Pt 1 .te a e.: Special nstructi ns: Date Wanted: t- 2 -1z gat, . p.m. Requester: v. Phone No.: n , rlg' 4 f (nv) • CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i Approved per applicable codes. COMMENTS: ' Receipt No,: INSPECTION. RECORD ,Retain a copy with permit Date: P AMR' (206) 431- •70 ❑ Corrections required prior to approval. ❑ $30.00 REINSPj:CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS; w, i.'-S (Wei : ' ' Type otlnspecfon; Date Called; 1 2 , r 9 7i I) FT ( \ f A-P (I A- 6 0,4.--4-A '6712 & I , Ni ►.1 -,'N= wrn��i 64-M4— om ,�, Lot G r f IM'ti't. L. i vin t � c Y ► NO Ttit /3 i OSta r.ri 9 k '.,RS'TVrq: S -- VA.? o ( aipu .tea... A 6, v vL.r � ,4! n u rio 23 ilt�+ / t `^ a,, v a C A- t t ti► t- V c ; - mf.o -t-t -o a-- NJ d .L4 -t ocr) , /� n/L PhoneNo.: li-f'"! - 4.46 ( %„JC, c S AP 0 a.-.()V''' . Project; : Yi � p��'6 Lb-fr 7:z Type otlnspecfon; Date Called; 1 2 , r 9 7i i 1P Address 0 v' 1 Special Instructions: Date Wanted: ' Z S —q p.m. Requester: /� n/L PhoneNo.: li-f'"! - 4.46 r . fr Inspector: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. '.�Fr+r.�n "'t'T- '^'&!'.!s.�J f Y' ., C) INSPECTION RECORD Retain a, copy with per c.. 1:.�.- Date; Corrections required prior to approval. ❑ $30.00 REINSPECTION,FEE•REQUIRED. Prior to reinspection, fee must be paid at 6300 Southgenter Suite, 1 Call to schedule reinspection. • roe . � ► , , ype o nspect 0 • YV\ l V` ress: 0 , s 0 ( n , te a e•: 1--7,2-- - 'o -7,, .: ,.. Sp = . • nstructions: l5 157) Date Wante. ; ,..0, " p l2 am. . Requester: y Phone o,: 407 „ O v y "iA INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. lir Corrections required prior to approval. COMMENTS: ' CA- $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1765E. n ijor l {I c i p-)) / e) Ype o nspectlon Xd 4 4)2,1)A.0 h. Address: '71 S. 1/( '� p J, 1 Date Called: 8 0 Special Instructions: Date Wanted: / /3 qi 0 ' Requester: Phone INSPECTION 'RECORD ' 'Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 1 ,1 (206) 431 -3670 nspector: ❑ Corrections required prior to approval. .�. ❑ x '.00 REINSPECT' " FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'roe ,r / • ai ild • , 4.4..... ype o nspect . / # , • • ress: v 5 1 ) 50 p ,.. ' te . . s Special Instructions: (,tyl t - titi 9151W e f 1 , C Date Wanted: II r t . „, , II '41r - t I am pm Requester: No.: , 4 14 6 /Thone --",--","wrecnt10,■ ■-•■•," xr ArN INePECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: • • t El Corrections required prior to approval. COMMENTS: fD $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . , 11%.,111011■•■•••■•••••■•■■•• CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 7, 1991 Mickie R. Lotze 12509 Bel -Red Road, # 103 Bellevue, WA 98005 Dear Mr. Lotze: PHONE k 1206) 433.1800 Gan' L. I anDu en, Mayor SUBJECT: Brigadoon Ridge Development, 5647 South 150th Place Utility Permit Application (Lots 1 -8, 13 -17) P1an4Check Nos : al- f•378r:.thrci' ah 91-390 4 We have received and reviewed the subject Utility Permit Applications with the attached site plans. Each of the applications is being treated as a separate project and the comments offered here apply to each of the packets submitted. In general, the site plans lack sufficient detail for evaluation for the permits requested. Specific information required for the various permits is detailed on the back of the Utility Permit Application Form. Existing facilities; i.e., sidewalks, utilities, etc., need to be identified as existing and detailed. Proposed facilities need to be detailed. Earthwork quantities must be identified on each proposal to determine if Land Altering and Hauling Permits are required. Any easements also require identification. The following detailing is requested in accordance with the above: 1. Existing Frontal Features /Improvements - sidewalk locations and widths, curbs and gutters, label standard City concrete . aprons, wheelchair ramps, sign and light pole locations, fire hydrant types, sizes, locations or distances to same, catch basins and types, drainage ditches and any other existing facilities fronting the property. 2. Existing and Proposed Utilities - pipe materials, sizes, cover, locations, grade /length of run, bedding /backfill, invert elevations at structures and junctions, valve locations and types, minimum utility separations, manholes, catch basin types and locations, cleanouts, thrust blocking, stubs, water meter locations and sizes, etc. 3. Other Proposed Development - cut and fill quantities, ditch lines and drainage flow directions, driveway construction materials, cross section and slope, erosion control plan, etc. In addition to the above, the development must comply with the approved plan for tree removal and new planting. Please resubmit the Utility Permit Applications together with six (6) sets of site plans for each project. If you have any questions, please call me at 433 -0179. Sincerely, John A. Pie 9g, P.E. Associate dgineer Public Works Department XC: Permit Coordinator Read File Development File: Brigadoon JP /amc :8:lotze CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -378: Brigadoon Lot 2 5671 S 150 P1 I'BONE N (20614334800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P % �O�F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER � �J 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 L. VanDuscn, 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 DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 R 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 R 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 5671 S 150 P1 Lot 2 BUILDIVG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 (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 (oSa_5 1-I-ct I (INSPECTOR COMMENT SECTION ON R INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/14/90 PAN REVIEW COMMA TS Plan Check No.: q _ __ __ Project :_ & REQUIRED INSPECTIONS 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. 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. 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 PAN REVIEW COMMA TS Plan Check No.: q _ __ __ Project :_ & REQUIRED INSPECTIONS 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. 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. 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. September 30, 1991 Robert 13enedict° City of '1'tticwila, Planning Department: 6200 Southcenter Boulevard Tukwila,. 1i1\ 98188 Res A.r.igadoon Ri.dgn We propose to comply with the ventilation and indoor air .quality rode at this project in the following manner. 1) Inesta1.]. tlroah I'lode1 360 Exhaust Fan in the hall bath. The fan will. have :;t minimum 5" duet, 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 rap. The fan will be controlled by an automatic control with a manual switch. The Brann I'loclel 360 Fan has a sone rating of 1.5 and a C.P.M. rating of 100 at .25 inches of water gauge. ' 2 ) Fresh air w i l l be provided thru the forced-air heating system. A motorized damper will be installed to regulate the flow of exterior air into the structure when the fan is engaged.'' The duct will be 6" in diameter and be insulted to a minimum of R -4. The motorized damper 1•z :tll limit the air flow to .35 to .50 air changes per hour. 1'tickie Lot;ze ctN 0-roc y po w cog LOT %E • \VORTHIN(;TON COMPANY INC ( ; b :N I:i I: ('ON'1`I "IY)I2 • I0,N'I'NI I)I:VI:I.OI I:2500 I Wi r:N Rom). Ni!I'I'm I0:1 • I'1 1:I.I.h:\'ui :. Wt\ 0800 • I:2011) 4(1:3.71:2:2 • Ii`.\x I:.'O(11 .an.l :.'(17 :1 ss0 '45'21" W 150p . 161.5 1.1n q 6T 1► NYD 260 1.0 T7Z—WORTH Its TON COMPAN'ar r •• 238 •• 240 " 260 '.CONTOUR INTERVAL 2' 2645 12809 BEL -RED ROAM SUITE 103 BELLEYUE, WA 98005 472-1122 BIENZ - SCOTT Architecture and Planning{ 2100 124th Avenue N.E. Bellevue, WA 95005 883-9118 240 • 1) STORM DRAIN AND SEWER AND WATER BEDDING 3) PIPING MATERIAL FOR D } RAIN, A WATER Tg A1'iDARD�;ECGI \� �, SHALL ' BE CLASS "B" BANK RUN GRAVEL x 100 A C jll ,(V',1t1k 2) MIN COVER TO BE 12" ON ALL UTILITIES 4) FROM D S LT FENCE AND STRAW NECESSAI ` 3 . V3ia' LEGEND FOR EROSION CONTROL. rR M1T CENTER 8" 4 PVC SANITARY SEWER ■ CATCH BASINP` ',mar 2 4" 4 PVC SANITARY SEWER SERVICE SANITARY 9EWkR MANHOLE ++.� ©�� i ''�i I , 8" p P.I. CLASS 52 WATER MAIN FIRE HYDRANT ASSEMBLY MI N 112 M�ti p $4" 4 WATER SERVICE 1><3 GATE VALVE ASSEMBLY �EMBLY 0 Mir 12" 4 R.C.P. STORM DRAIN CONC. THRUST BLOCKING i■+ 6 4" 4, PERF. FOOTING DRAIN STREET LIGHT b 4" SOLID PvC ROOF DRAIN M.F.E. MINIMUM FLOOR ELEVATION 10 20 40 ^— ••• . FROPERTY LINE MSE, MINIMUM EEWER ELEVATION PROTOGED TOPLINE LINE M DE.� MINIMUM FNP DRAIN ELEYATIO' DRAIN ELEvATIC• . �� EXISTING TOPO LINE 1:20 —__u 30" UTILITY TRENCH temporary erosion plan silt fence placement The Plat of West Ridge Tukwilla, Washington SITE PLAN 1-17, Lotze Worthington Company CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 Dear Sir: PHONE # (2061433.1800 SUBJECT: Brigadoon - Lot 2 at 5671 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -378) Cary L. Vaapuse», Mayor Public Works Department has reviewed and approves the site plan for the subject development. This site plan approval, including stamped engineers letter, shall conform to all requirements of the approved plat. You are referred to other City departments including Fire and Community Development for any other approvals and requirements. Prior to beginning any work, your contractor shall verify storm and sewer stub elevations. Please call Denise Millard, Permit Coordinator at 431 -3672, to have the following permits prepared for pickup: 1. Land Altering Permit - 100 Cubic Yards (Permit Fee = $37.50) Land altering activities, including temporary erosion controls will be per stamped engineers letter and approved plans. Necessary temporary erosion control measures shall be taken to assure no downstream flows /siltation occurs as a part of your development for life of construction /restoration. 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Feed, 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 C 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. Sincerely -,-� Phi Fraser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig GEOTECIc CONSULTANTS INC temporary erosion and utilities driveway locations recommendations and conclusions qop Ip (% ank Officer for Washington Mutual Savings Bank 'J. r . /• /Ul.e�.,/2 Depositor Bellevue Financial Center ASSIGNMENT OF ACCOUNT 10525 NE 6th Telephone: P.O. Box 426 (208) 464 -4855 Bellevue, WA 98009 This assignment is for the purpose of fulfilling a requirement between City, of Tukwila and Lotze Worthington Company Inc. The undersianed 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 $15,000.00 until a release of this assignment from City of Tukwila is received. Signed and dated at ���� %vr , Washington, this ,2y4/ day of z9d04:v 19 /, accepts the foregoing ASSIGNMENT OF /6/L2 Date. /v /� p /9i Date y,„ .r.vv �LF41 :9Y.oY.4;tN4:!do7fo:4Y.'Xt!4 PRODUCER INSURED . .. y� J • r..l ' COI L . nc ., ✓.rT}r • k.'�n� . s!.x. ...:�!. .. .t V ! K }: t :' ,� 0 tJ•' :n`�vw�+�v In 2� "Vs. �'S�•L...R � xt.. .`�?� •: : X; :+.°y.4 X� •,".,na',.AM . %Nsa . tL'..od'• a �` b y'a x . �. . .. ,':..>a� #�R� Nz ; �. .,� �v S `' �o:�xv: �:4.. �:`a�r �v.a v:oNn•n R >.o F•�FR ^A %•F�� P.o.f� NEWTON INSURANCE AGENCY AND BROKERAGE PO BOX 2606 KIRKLAND, WA 98083.2606 LOTZB/WORTHINGTON CO, INC 12509 BEL•RED ROAD, #103 BELLEVUE, WA 98005 . < . .; . .... ....: .v,.... r.: �! .�.;..., ,... :qw.;,:.: ?x;ia "t•'!. ";4y ; n;:S <r.: ".Y'xx.'' ?:.''I .,R, .,�.v.S yr;,t .. .y..:e...:. ••G a � ..<.R L,. �r.: . .4 41'•.;!'; R'�yxl�''�i:n :4 ... ..v.vT� %.v��,v:S:k�v:v;vn•FA4n Nx �T: 7. v. �. �iwvf'X' r'; C}. .;<•��.}� \4Y <L7YR��::!�n•nP.v.G SnvC�4/.<•nn��!p'If�:Ln THIS IS TO CERTIFY THAT THE POLICIES OP INSURANCE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS TYPE Or INSURANCE J POLICY NUMBER , . V ... . ' n '', •.67p . . 4 ': T*: 1,,,,- w .' %i• . : . �i. ,� .(.. ryo. e� ;�:!Y, #: +F ,:� r y .i� r: y yv.'. p,.L ' p . :�.n.....: , ,,, �.e� } ..'• oll .,.J`<•..,.:�Q:f,,� r�i.R.rs:ry..a,�.a:Y ,,v ..W1 !.. Eli �r /�,.•d,� �,di' 's'.: . ., S» •'`}• »: : iY.vHifYF 1 . i : # b UE DATi � t 10/28/91 i:?::���el :;�, , .�.•.. ,.zr. t ' ° X°F$Yr' :r$ •3kD$li77 (M4 THIS CERTIFICATE IS ISSUED AS A. MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE FOLIC BI<kOW, — _ COMPANY COMPANY LETTER TER COMPANY LETTER COMPANY COMPANY LETTER ;.::., •.. v......,. J•i •K ". L, �nb�O. LISTED OR SHOWN { COMPANIES AFFORDING COVERAGE ER A AMERICAN STATES B C D E r4,.. «: <.xv }? • "•:w.r:r.> yx • y ,..,. ,. ,, . ,; :: f'•: • .; . z ., . .v _ . , < ,....www.- F .x.., ¢£�rSY >, �.. r M1kF Z . ;'G .j(' of °+i di y .pk ;L• .t•�� 1{: "'L . .:•dy`I..( , V.. .�:1?.: Sv. .•e.3,+•:5i2:O,:r CFi�• rh< HrrvF.. �: J. v> rY�. 4. sN •Yr�*.v:Yh'i!S<'•r�i,�itf����'i .;tYrr.. F.y:.. A`�.:. :�4�tYA.On�ArY.0):• BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO1 CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY Bt POLICY EXPIRATION LIMITS DATE (MDONY) I DATE (MM/DDIYY) I GENERAL LIABILITY j { ( X j COMMERCIAL GEN + UA Y I } } I ,' I CLAIMS MADE x I BUR. 3 I A �.�... ., I OWNER'S* CONTRACTOR'SPROT. 1 01- CD•009868 -1 09/25/91 I 09/25/92 ;..,•,• „I I t i GENERAL AOOREOATE PRODUCTS-COMP/OP AMA, PERSONAL A ADV. INJURY ' EACH OCCURRENCE I oy al FIRE DAMAGE (kw MED. EXPENSE (Acy ca Pencil I 1,000,000 8 1 S 500 000 t / 500,000 $ 50,000 $ 5000 I AUTOMOBILE LIABILITY . i ANY AUTO I ALL OWNED AUTOS { SCHEDULED AUTOS HIRED AUTOS I NON•OWNED AUTOS ,.,... .,3 I GARAGE LIABILITY ? I i I t I I COMBINED SINGLE BODILY INJURY (Pot proce) BODILY INJURY PROPERTY DAMAGE . $ ` I EXCESS LIABILITY UMBRELLA FORM I OTHER THAN UMBRELLA MELLA FORM I I I EACH OOCURFNCE s 1 ' AOGRBOATE I �p • i I ? £y;:,` .4r 2r 'g€,y P+• ° ',,$ e Men I ? WORKER'S COMPENSATION ? ? I { AND EMPLOYERS' LIABILITY ? 1 i STATUTORY UMTIS > "?' >': ' :' ' ” a V4). > .ord:;i I EACH ACCIDENT $ DISEASE.POUCY LIMIT t DISEASE-EACH EMPLOYEE i OTHER a � �l Y O t= =1VED IVED , o E l T A CE NTER pF� /r / 4;71 CE �_ I' TIONOFOPERATIONSILOCATIONB /YEIUCLES/BPECIALITEMS DESCRIPTION PERM �. S .. ). �.. %x � s:.. k ; .,, d^ py� ./' (). O r E r�:£ a' h<# :>;.!:Sn3iF >:<R:,r`.`•fi':k;:'t LGrL�.7.1 F.IC,J�TP,�.$YI, .�� .!. ISi: L:(•. i.k.y,v:d•/,.xi'.4nry....hY..t., The City of Tukwila Dept. of Public Works 6300 Southoenter Blvd, Tukwila, WA 98188 :F.iY ..4''fi':Oxv'. .r :'.<.,Ji^.'k ".';1': W,'. ••y.. .r!�o'<v,+ iS . i ,c3?; '•r: •::£ ...'i f a; .,.,'�i.,� '��OR�'i�5:$::trIS14 ;' �x��; �: 5.. ��8r:e< �? sf: Ir4..• .l n .<. %: .. .: �� H .:.} ..!...,. {.:, •rrxr. ., .. n .!.fi g:..< ,,.•>:.y .�. �nhur0.,�ti.wb`.r•:C�•..G*1!< •4;lcy &eti2'xWV� 101 .... wi .:t''V•:�:! }(•:•!.•: ,;. ,.! .t fi' .:E.t..r..l• ;33';,fi• $•,??#;: ., iE%1. ��_ R: �#.: �: s4,.; R: 42:? i�v: ��f5.^. �:; e;$. �'! ��;. t':: s? ..•: �.. ...:.... �... i n ii�!r:. .,. :. ... roar:i::ro-avii' #k: ?t'i < ^:!• ?:!i k' :':: n, a,:8' . t ; � . 4 . Y:: '¢'4'yr . S,:w:•. y]►�¢,.!r • � ••:x•F� vk": ;• i •.ssrf:ing t As • ;`0 ,::. '., 5 • . S•p a•:b•`. x •'<: �:r4n•�•Y.^h ^..i 1+^..... �•.�..'. ��lSsk, Y• F' n' �. v.!•\'%• F•,. P. Sfih!: �x• Ar. LwrSl vFUn• k. PA. PSi .•�w'A�YOaR�h�wt`�tF%OFw•,QO.C� •4:F.t•. e. • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOMER NAMED TO THE 1 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ! 4 + AUTHORIZED REPRESENTATIVE / c ....Yi:r ':;r'. '.K ":G;tr: •'�>SkrF`� K >i:Y•:$ :p'• .../4 ?,t1[! ., '!4:.� xq:< •:$•�`:':?•,Y >< .d..t"5.''!.. '�.t;,A,v;:l�#j..,::�.:..,...y r..3..s ,c.o�'`. rs .:• ,S,?' . :.h ' '•Si . • *a ,WAW!'i``Y..•.'!:'z:3;..1`3 . . 2, r,. � r�.. r'' x': St; �!! t'• �' t.' Si3.: FR; ffi,. x:;. r.: b: i,>;;.: :2, <:#•f;n,Fv.;:•.::,oyr.,.k;n� .� LOTZE WORTHINGTON TEL No .206- 454 - 2073 Oct 31 }91 8.41 No.001 P.02 ATTENTION COPIES DESCRIPTION COMMENTS (23 /P4.LTRANS) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 TO ADDRESS lMA 8E40E0 O,) 6AM...1011 41 010057 WE ARE SENDING YOU THE•FOLLOWING %Attached ['Under separate cover THESE ARE TRANSMITTED For approval For review and comment [1 For your use and information (� As requested ® Other DATE Oct 7, i REGARDING_,L 4t. ��� !� Lot 2` " 112° LETTER OF TRANSMITTAL CO OF 0 PER Kvilok October 7, 1991 PREPARED BY: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -378 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 2 ADDRESS: 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 PLAN. 2. PLANS ARE BEING ROUTED TO OTHER DEPARTMENTS FOR REVIEW AND APPROVAL. PRIOR TO FINAL REVIEW AND APPROVAL BY BUILDING DIVISION, THE REQUESTED INFORMATION MUST BE RECEIVED AND THE PLANS SUBMITTED MUST BE SEALED BY THE ARCHITECT OF RECORD (WET STAMPED). ROBERT BENEDICTO, SR. PLANS EXAMINER RECEIVED CITY OF TUKWILA OCT 21 119 i PERMIT CENTER ATTENTION COMMENTS SIGNED (23 /P4.LTRANS) City Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 TO ADDRESSLZ L o 60ITS !Oa figiAgeWe WE ARE SENDING YOU THE .FOLLOWING Attached (= Under separate cover COPIES DESCRIPTION LETTER OF TRANSMITTAL DATE Oct 7 � REGARDING RQ IS LO Lot 2, WAN 1 712a .,. THESE ARE TRANSMITTED [� For approval X For review and comment Q For your use and information Q As requested Q Other 1� WATER SERVICE 22092 WATER ' WORTH INCIIION 12609 BEL -REP ROAD BELLEWE, WASHINGTON 43800D S. 1 Oth P1. ACE site PLAN '1120 TUKWILA WASHINGTON CONTOUR INTERVAL • 2' RECEIVED CITY OF TUKKWILA PERMIT S. 150th 1 PL. AC .Mi WATER 1:415'2)" w 240 817E PLAN 101= WORTHINGTON 128f SEL -RED ROAD OELLEVLIE, WASHINGTON 9SOOS L131' E.. 460 16151 CONTOUR INTERVAL. 0 2' 438 ,.. 240 CITY V1' TLE:•:\ ILA SCe u9 PLHMITCENIEil October'7, 1991 PREPARED BY: ROBERT BENEDICTO, SR.•PLANS EXAMINER CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -378 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 2 ADDRESS: 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 PLAN. 2. PLANS ARE BEING ROUTED TO OTHER DEPARTMENTS FOR REVIEW AND APPROVAL. PRIOR TO FINAL REVIEW AND APPROVAL BY BUILDING DIVISION, THE REQUESTED INFORMATION MUST BE RECEIVED AND THE PLANS SUBMITTED MUST BE SEALED BY THE ARCHITECT OF RECORD (WET STAMPED). * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW: 91 -378 PROJECT NAME: BRIGADOON RIDGE, LOT 2 DATE: October 7, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: RE: CHECKLIST BUILDING HEIGHT /NO OF STORIES: TWO FLOOR AREA: 2343 SF DWELLING, 520 SF GARAGE OCCUPANCY LOAD: 8 EXITING REOUIREMENTS: RE: CHECKLIST DETAILED REQUIREMENTS: RE: CHECKLIST PREPARED BY: c ,/ NOT LESS THAN ONE SIDE. R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER T 3 FEET AT ALL SIDES OF DWELLING. V SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE 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 AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON P & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. 7 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 INCHES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. V FLOOR PLAN(S) ALL ROOMS ARE LABELED. V FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). gore, cretiEssavvre,Locoe.42.. CE.0 1:3oRM• ..._ R -3, PLAN REVIEW CHECKLIST - PAGE 2 h/ 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 1 STORY AND BASEMENT IN ACCORDANCE_ WITH U.B.C. SEC. 1210. = ► N90K� '12C t D p- C_'. mArm R — l� tL-t. NoT FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1212. cALC SOFSMM'SV 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. V FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. V 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. WWI- f4C7(E 4bt j11.NS BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. R -3, PLAN REVIEW CHECKLIST - PAGE 3 STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR 1 6A RCHITEC1...,HAVE BEEN SUBMITTED TO QUALI Y ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. 0 STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (c HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. ✓/ STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE BERN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. satspe cht-tpc4,4 CHECKLIST PREPARED BY: DATE: / 1 7 / q/ Homeowner: Mail: / COMPONENT PERFORMANCE | ENERGY BUDGET 1 SG Wall BG Slab On Grade Slab Floor Glazing @15% Doors AG Wall Ceiling Infiltration BO Wall SG Slab On Grade Slab Floor Glazing @14% Doors AG Wall Ceiling = WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7120.WS HOUSE ID: Plan #7120-7125 Site: Lot 2 Brigadoon : Tukwilla, WA PROPOSED DESIGN COMPONENTS •Component Description R11 batt 3.5' depth REFERENCE 592 10.21 R10 2' horizontal R19 vented Joist 16oc 201 Vinyl 1/2" Wood 1-3/4" solid panel R19 STD T1-11 R30 blown Attic STD baffled Analyst: Jurisdiction: Utility: Floor Area: 2143 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. | PROPOSED 578 Btu/hr-F 10.15 kWh/ft2-yr REFERENCE DESIGN Reference Component Value X Area = UA U-0.041 F-0.640 F-0,540 U-0.041 U-0.650 U-0.4n0 U-0.062 U-0.036 Reference UA U-0.062 F-0.630 F-0.700 U-0.041 U-0.540 U-0.390 U-0.065 U-0.036 437 17.9 125ft 125ft 523 321.5 20.0 2217 1421 Value X Area = UA 437 125ft 125ft 523 294.0 20.0 2244 1421 00.0 67.5 21.4 208.9 8"0 137.4 51.2 592 27.1 78.7 87.5 21.4 158.8 7.8 143.9 51.2 RECEIVED CITYOFTUOVILA ~`°~'"`° ============== =. _CWIDEXWONIIA== Items in parentheses not included in COMPONENT PERFORMANCE totals. ===================================== Page 1 ===================== == PERMIT CENTER WATTSUN 5°1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7120.WS HOUSE ID: Plan #7120-7125 Infiltration Current Practice ACH-0.400 16038ft3 (117.4) Proposed UA 578 • Struc Mass Light Frame, Sheetrock walls M-3.000 2143 6429.0 HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size @1507.: Average Annual Heat: Annual Cost: SUPPLY RETURN South: Southeast: East: Northeast: Ventilation Type: Option: Cooling Load(at 4F dt): Recommended Size @125%: Solar Access: PROPOSED DUCT SYSTEM GLAZING ORIENTATION Location ' Avg RYalue Surface Area ------------------------------------------------- All in heated space All in heated space PROPOSED ft2 73.5 0.0 73.5 0.0 or PROPOSED Gas Furnace Payne 376can048075/ 80 % 76 % 33971 Btu/hr 33971 Btu/hp 50957 Btu/hr 108 MDtu $ 603 Non-Heat Recovery Option 1 24570 Btu/hr 2.8 tons Partially Shaded North: Northwest: West: Southwest: PROPOSED 73"5 ft2 0.0 73.5 0.0 Economic and energy consumption estimates are designed for comparative puppo ° ses only. Actual cost for heating will vary depending on weather :conditions, occupant lifestyle and other factors. :== =�:-.:=====z========================= Page 2 =-==--�------,------ RECEIVED CITY OF LA ��� �� ��� ~,�" � w ��" PERMIT CENTER MEMORANDUM fee calculations i E ti T : a, 9 �'r i I i1ii itiIi � lt t 11 fi t i (i i i 11 �I 1 I (f O I B. EX CUttQiN , „.. - ALLFOOTNGS TO REST ON UNE/IBTUR /EDSOIL. - INSTALL 2 -'4 BARS EACH WAY N ALL OU FNDATION Cot U 14 PADS, .. - PROV IDE, , APPROYED 'TEELANCHORS, BRACKETS, STRAPS, ETC: AT ALL POST/FOOTiNG AND POST /13E4M CONNECTIONS. - MINitI.J 1 STEEL REINFORCEMENT FOR WALLS BE OW l 9 t=E R TABLE L L 2 A1J FOR GROUP "R” DIVISION 3 AND GROUP " M" DIVISION I OCCUPANCIES' ONLY. 2. FRAMING: A. MATERIALS: '" (LUMBER TYPE AND GRADE LNITS iN PSI) - MUD SILL: PRESSURE TREATED Fb Fv JOISTS. RAFTERS: : <, MEMFMR'2 HEADERS, , BEAMS AND LiNTELS: EE 1150 '35 1,10 00 1250 95 1,10000 MOO 95 1,800,00 E DOUG - DO FIR •2 DOUG FIR •1 - DOUG FiR SELECT, STRUCTURAL - GLUE LAMINATED BEAMS 2400 DOUG FIR - LARCH 2400 '65 I00000 w �. B. EXECUTION - MULTIPLE JOISTS GREATER 'THAN 3" NET PROVIDE 6" DIAMETER MACHINE BOLTS A 16" OC' STAGGERED 2 ROWS ALL FRAMING, BRACING, AND NAiLING TO COMPLY WITH 1988 UBC Q SECTIONS 2516; 2511, TABLE 25N, 25 TRUSSES (INCLUDING HIPTRUSS ASSEMBLIES) TO BE FABRICATED AND INSTALLED PER MANUFACTURER SI1CIFICATIONS. SUBSTANTIATING CALCULATIONS TO BE AVAILABLE AT B IN UILDG OFFICIAL'S REQUEST. ATTIC ACCESS TO BE MNiIIII 2P X 30" WITH MINIMUM 30" HEADROOM. LOCATE IN READILY ACCESSIBLE AREA REEF: SECTION 3205(a). CRAWL SPACE ACCESS TO BE MINIMUM 18 "'X 24" PER SECTION 25t6(c)2 WITH UNDER FLOOR CLEARANCES OF 18" MINIMUM AT JOISTS AND 12" MINIMUM At BEAMS. • - , ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR OF FOUNDATION GRADE CEDAR OR REDWOOD TO RESIST ROTTING 3. VENTILATION AND MISCELLANEOUS REEQUiREMENTB: MI - PROVIDE ATTIC D CRAWL SPACE VENTILATION PER SECTIONS 3205(c) AND 2516(GX, RESPECTIVELY - INSTALL A FAN CAPABLE OF 5 AiR CHANGES PER HOUR (VENTED TO OUTSIDE) iN ALL BATH, UTILITY: ROOMS WHERE AN OPERABLE WINDOW IS NOT PROVIDED. - BA A` THRO1S Wt-4 WATER CLOSET, LAVATORY OR A COMBINATION OF BOTH MAY E3E VENTILATED 11JITH AN APPROVED RECIRCULATING FAN. - ALL SLEEPING ROOMS TO HAVE EGRESS IN COMPLIANCE WITH SECTION 1204. - WATER RESISTANT GYPSUM BACKING BOARD (PER UBC STD • 41 -14) SHALL BE USED ON WALLS ONLY OF TUB AND S! -IOUER ENCLOSURES OR WATER CLOSET COMPARTMENT WALLS. - SECTION 510(b), ALL SHOWER AREAS SHALL BE FINISHED WITH A SMOOTH NONABSORBENT MATERIAL SUCH AS CERAMIC TILE, PORTLAND GEMENT, OR APPROVED EQUAL, TO HEIGHT OF 10" ABOVE THE DRAIN INLET. THIS 1800 95: 1000,0o MATERIAL SHALL BE INSTALLED OVER A MATERIAL NOT ADVERSELY AFFECTED BY MOISTURE SUCH AS WATER RESISTANT PLASTERBOARD. - FIRE SEPARATION OF ONE I -!OUR BETWEEN HOUSE AND GARAGE 18 REQUIRED, PER SECTION 503(c1)3 AND TABLE 5 -B - FIR HEARTH MATERIALS HEARTH EARTH EXTENSIONS SHALL COMPLY WITH SECTION 3101001, 4. FIRE WARNING SYSTEM (SECTION 121000) - PROVIDE A SMOKE DETECTOR CONFORMING TO UBC STANDARD 0 43 -6, ON EVERY FLOOR. INSTAL PER MANL!ACTURER'8 INSTRUCTIONS, TO PROVIDE ALA1R" WHEN ACTiYATEED. ' INSTALLATION LOCATION AS FOLLOWS: - MOVE STAIRWAYS THAT SERVE SLEEPING AREAS TO BE "IN CLOSE PROXIMITY" TO STAIRWAY. SMOKE DETECTORS iN SLEEPING ROOMS MAY BE LOCATED ON THE WALL OR THE CEILING. . DETECTORS TO BE PERMANENTLY WIRED TO BUILDING WIRING SYSTEM, WiTH NO DISCONNECTING SWITCHES EXCEPT FOR OVERCURR1 =TIT PROTECTION, INTERCONNECT ALL DETECTORS. 5. HAZARDOUS GLAZiNGI ALL GLAZING IN THE FOLLOWING HAZARDOUS LCCATtoNB SHALL BE SAFETY GLAZING, OF WIi GLASS, LAMINATED GLASS, TEMPERED GLASS OR SHATTER RESISTANT PLASTIC. GLAZING N INGRESS AND EGRESS DOORS EXCEPT ,:ALOLiSIEe. - GLAZING IN FIXED AND SLIDING PANELS OF SLIDING -TYPE DOORS OTHER THAV WARDROBE DOORS. - GLAZING N STORM DOORS GLAZING IN ALL UNFRAMED SWINGING DOORS - GLAZING iN SHOWER AND BATHT DOORS AND ENCLOSURES - GLAZING, OPERABLE OR INOPERABLE ADJACENT TO A DOOR IN ALL BUILDINGS AND WITHIN THE SAME WALL P O LANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WiTHIN 12" OF THE DOOR N A CLOSED POSITION AND WHOSE BOTTOM EDG ABOVE 19 LESS THAN 60" ABVE THE. FLOOR OR WALKING SURFACE (LEADED OR FACETED GLASS OK HERE) "' - GLAZING iN FIXED PANELS OTHER T AN THOSE COVERED BY ITEM NUMBER 6 WHICH HAVE A GLAZED AREA N EXCESS SQ. ,ER OF 9 SQ. T. AND THE LOU8 EDGE IS LESS THAN ABOVE THE FNISI-ED FLOOR LEVEL. OR WALKING SURFACE WITHIN 36" OF SUCH GLAZING. 'IN LiEU OF SAFETY GLAZING SUCH GLAZED PANELS MAY BE PROTECTED WITH A HORIZONTAL MET IBER NOT LESS THAN IN WIDTH WHEN LOCATED BETWEEN EEN 24 AND 36" AOVE THE WALKING SURFACE , • (LEADED OR FACETED GLASS OK HERE). 6. INSULATION AND ENERGY CONSERVATION CRITERIA: - BUILDING INSULATION SEE PLANS FOR CALCB. I. INSTALL BATT, BLOWN OR RIGID BOARD INSULATION APPLICABLE WITH MiNIMiA`1 •"R "- AND MAXIMUM "U" VALUES i\DiCATED ON THE WASHINGTON STATE ENERGY CODE C 1l ALCULATiON SHEET. (SEE PLANS) A FLOOR SLABS (24 • PERIMETER) HEATED SLABS R•10.00 B -UNHEATED SLAS R• 1000 2. ` FIRE RATING REQUIREMENTS FOR EXPOSED INSULATION (SECTION 1113a, b, c). A. INSULATION ON PIPES AND TUBING SHALL WAVE FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DENSITY NOT EXCEEDING 450 WHEN TESTED PER UBC STANDARD '43.1(FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION (1112). it) gmrwfri 'r en- ryr r w �+ cr ro 7 .�y ' �5 T: R "� - • r 1 . 7 , v t y .... _... ,, r. 4 :... ( y _ ). -r;� • - �� e T` wsa`t':nti.. 4;41.... tiT�i'yS, F r F -, t 7. 1 r HDSA POLDOILN • 4x6 POST , .15'-8 4" GONG SLAE3 SLOPE 3" TO Ora. DOORS 12' -4 UNBRACED FO4.,NDAT ON WALL UPON COMPLETION OF Slrr GRADING DETERMINE EXACT - LOCATION OF STEPS IN FOUNDATION WALL T REFER TO DETAIL FOR RETAINING WAL SCHEDULE (TYPICAL) 24 5' -1" - I I 1 L J I2' -9" 36 "x36 "x12" CONC FOOTiNG w /8" PLINTH AND SiMPSON • AB66 POSTBASE REIINF FOOTING w/(3) '4 RENE BARS EA. WAY - EDGE OF CONCRETE SLAB . • HDSA HOLDOWN w 4x5 POST - I I I j il' • Y 3' -4I'2" 48' -10" LINE OF Ike "x2 RiGID SLAB INSULAT 9 4S'-10" LINE STE ; 1 ' I ' i rti Li I_1 • n ACCESSIBLE h SQUARE E INSIDE FRONT ., OTAL FLOW TO A -10 PAD BELOW. ASHR,4E 90A -80 R -10 RIMETER • 8' -3 TOP OF WALL • 0 OR 9 BELOW ENTRY LEVEL 8113FLR C • C:NC': /SLAB S . -6 „ Ti ERE SYSTEM 24 "x24 "x8" -, CONC FOOTING 8' -8" VAL AND BE 24 "x10" THK CONC STRIP FOOTING SIII!111!� T1 NE TO 3. 23 -9" 8" RETAINING WALL r ' L � s n 4' -10" I 15' -6" FOUNDATION STEP `(TYPICAL) '4 STEEL STUB OUTS • 18" O.C. ASTROL FLASH WOOD • NC CONDITION Ci! r f' if' ITiTI 5 .6 N0.16 - a+w 15'-4" FOUNDATION STE (TYPICAL) 12' -8 10 -8" J 8" MN WALL W/ 8 "x16" F 7G. .O UN. 'I/ OF T jEtWILA APPROVED ED . OCT� : 991 0 BU! ONO 'ti � / 4 . I ' - IGERMIT AND APPROVAL REQUIRED �� OUT1O4 41441 r. !SION POUNIDAT I ON PI—AN NOTE. ALL'WOOD IN CONTACT w /CONCRETE TO BE PRESSURE TREATED -ALL NAILING PER U.B.C. CHAPTER 25 IN - LATERAL BRACING AIND TIE- DOLLNS PER UBC 2511(9)3 V2" CDX PLYWOOD -2 "x24" R -I0 RIGID SLAB PERIMETER INSULATION FILE: COPLY I understand that the Plan Check approvals are subject to e'rf'ors' and omissions end approval of puns does'not d hnriie the � ioIatibr ;'af lily . adopted code oc. or'dira2ince; Receipt of c ontr ctor ' s ' copy' of a Yoy p ?arts acknowle ig • _ Permit No ,,,, • .:'S- ......... . HMi R C EIV C ED ., CITY OF TUKWILA SEE' 0 y 0 198 I'r EN•EEH IV IL sheet. BIENZ • r! SC ARCHITECTURE ' ., and PLANNING NIN C ; 2100 124th Avenue NE • s Suite 106 ► Washington Bellevue W ashinMon 98005 r (?car` 88j FAX (206) 869 -1961 project no,. 9051A NOVEMBER 14, 1920 z J • drawn by. B. WAITE checked ' bye C. BIENZ date. revisions. KING CO. REVISIONS 3 -2 -91 1.017:E WORTHINGTON 5 -1 -91 BENZ -SCOTT AQ C1- 1irECTLKE Atsp i'LAMWG © COPYRIGHT 19 90 fit 4. 'TNIGHT SETBACK" THERMOSTAT REQUIRED. - FIF PLACES SHALL BE PROVIDED WITH: 1. TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A REAGIL T L MANUAL APPROVED AUTOMATIC , OR PPR VED AU O A IC CONTRO . 2. AN OUTSIDE SOURCE FOR COMBUSTION AIR, MINIMUM DUCT INCHES, WITH READILY OPERABLE DAMPER (OUTLET MUST rJFF Bo 3. PREFAB FIREPLACES SHALL B B EAR UL OR ICO SEAL OF INSTALLED PER CONDITIONS OF THAT APPROVAL. - DUCT INSULATION PEQ WSEC 1986 TABLE 4 -16 - PIPING INSULATION PER WSEC 1986 TABLE 4 -I1 - SHOWERS 1. oi-lowER SHALL HAVE FLOW CONTROL DEVICES TO LINT MAX. ' i . OF 3 GP PER SHOWER HEAD. - WA TER HEATERS PER t : RAE 90A -80 W L ELECTRIC: ASH WITH N 5811's I H NON-COMPRESSIBLE A 2. GA MEET'REQUI�ME:NTB AND BE Lr.BELED AS MEET 1. MECH ES ANICAL NOT - ALL APPLICABLE ENERGY CODES TO BE COMPLIED H WT REQUIREMENTS EXCEED THESE NOTES. - GENERAL HEATING SYSTEM NOTES: 1. UNIT OUTPUT: HEATNG UNIT TO MAINTAIN 10 DEG F AT 3' WHEN 10 DEG F OUTSIDE TEMP., SEC. 1410, AS AMENDED CI-CHIMNEYS= ' 2. CEYS= SHALL COMPLY WITH APPLICABLE CONDIT: A ' MASONRY CH!i',1NEY 5/8" AND FIRE CLAY OR EQU'., 310Ucl) AND TABLE 31 -8 AND FLUE AREA, TABLE 3 B. TERMINATE ALL CHIMNEYS ,AND 'FLUES MIN. 2' ABO'r POINT OF THE BUILDING WITHIN 10' OF THE FLUE, SEC, AND TABLE 31 -B. FOR GAS VENTING REF: UMC TA9' C. MASONRY CHIMNEY CLEARANCE FROM COMBUSTIBL OUTSIDE, SEC, 3101(c) AND TABLE D. FACTORY BUILT CHIMNEYS UL. LABELED SEC, 3105 912, INSTALL PER TERMS OF THE LISTING. E. GAS VENTING SYSTEM, APPROVED CHIMNEYS, TYPE ' "6W ". VENTS TYPE "L VENTS OR A VENTING ASTERS INTEGRAL PART OF A LISTED APPLIANCE, UMC SEC. FLOOR Y ORDINANCE. UEE • LINER, SEC. THE HIGHEST 1 ©3(f) 89.15 AND 9-C. 8, 2" INSIDE, 2 " D UMC SEC. VENTS, TYPE (L1-11C14 IS AN 1. DUCT WORK A ,RCU..ND DUCTS, SLIP JOINTS MIN: 15" MECH. FASTENED WITH MIN. 2 • SHEET METAL SCREWS, 8C JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AN L... v AIRTIGHT, WC SECT. 1002(c) , ;003 TABLE Iti) -B. B. RECTANGULAR OR SQUARE DUCTS AND JOINTS, REF. SEC. 1003, TABLE 10-A AND 10 -13 UMC. C. SUPPORT OF DUCTS: UMC SEC. 11004 AND TABLE 10 -E ( HORIZONAL AND VERTICAL). D. DUCT INSULATION PER UMC SEC. '(x05 AND TABLE 1O -D. E. DUCTS RS GARAGE AND THROUGH ONE HOUR SEPARATIONS SHALL BE PAMPERED OR CONSTRUCTED OF MINIMUM 26 GA GALVANIZED STEEL PER UBC 503(d) EXCEPTION •4. MINIMUM SIZES TO BE 2 SQ. iN FOR EACH 1000 BTULH OF TOTAL NH B llMC 1 BFC. 06 10 AND 1 - INPUT RATING OF GAS - INPUT r'U T -' OIL (RESULTING .. RA RESI L ItJG F T ' 7 FROM BTUH t2A IA.Cs T OF OUTPUT TIMES 125 . • TOTAL BMW FOR INPUT RATING) • INPUT RATING OF ELECTRIC (RESULTING FROM TOTAL KU) OUTPUT RATING X 3413 X L25 TOTAL BTUH' INPUT). G. PAN JOISTS, COLD AIR RETURN ONLY MIN, 28 GA. SHEET METAL, UMC SEC. 1002. - ANY ROOM IN WI -IICFH A FURNACE IS INSTALLED MUST BE AT LEAST 12" WIDER THAN THE FURNACE w/A MINIMUM 3' SPACE ON EACH SIDE, SACK AND TOP OF FURNACE. , UMC SEC: 104(1)1 PROVIDE ALL CLEARANCES ACCORDING TO THE TERMS OF THEiR LISTING PER UMC SECTIONS 103,108 110,`11L C OM>"3GSTiON AiR PER UMC SECTIONS 601( - PROVIDE b), 602,603 AND 601 AS AMENDED BY ORDINANCE, - IF INSTALLED N A GARAGE, APPLIANCES WHICH GENERATE A A OR FLAME MUST. T OUCH T SPARK, BE INSTALLED SUCH THAT THE PILOT LIGHT.. AND FLAME ARE AT LEAST 18" ABOVE THE FLOOR, L.BC SECTION 508, AND BE ADEQUATELY PROTECTED' FROM IMPACT. l. Nisi 10 & rl tVtJls . Tw Jk jI :::,� .,.,.:•a:�,:. J L r 3' -2" UJ oor m 6';;4" 8" CONCRETE ____ WALL PER FNDN PLAN }SEAM TYPICAL (REFER TO MAIN FLOOR in FRAMING PLAN) r— 2x4 WOOD FRAME PONY WALL ON 8'' FNDN WALL PER FNDN Pl. AN 12 -4" -ft 6x6 POST ANCHOR AGAINST. DISPLACEMENT 4 PLACE ON A CONC PLINTH SET I" ABOVE CONC SLAB OF WALL A130' 15 f SOLID BLOCK JOISTS 3' -i0" 8' -0" 11'-6" 2 BI -FOLD 60 3 SLIDER 23'- 10" I2' -4" v..,.•, . ••. ' - 0" -' TU al i 5 3 SLIDER _L 6 - 0 " CARPET 4" CONCRETE SLAB SLOPE 3" TO O.H. DOORS 24' -10 LINE OF WALL I AtaovE TYPICAL i<1 Q_ VINYL r -�- l ID' R - -- 1 I Yro PER - I SHELF II FURNACE ▪ •T REFER TO KING CO. INSET ASHRAE 90A -80 18" HIGH PLATFORM FOR MECHANICAL W /(2) LAYERS OF 3 /4" T 4 PLYWOOD PROVIDE i HR FIRE SEPARATION BETWEEN HOUSE 4 GARAGE W,% TYPE "X" GWB TO ROOF SHTG. • ALL WAIu1 WALLS AND SECOND FLOOR SUPPORTING STRUCTURE WRAP ALL POSTS AND BEAMS 1 8070 OVERHEAD DOOR __SOT ©O` F2H AD poord 8' -0" • 26 68 - 134" ▪ SOLID CORE TIGHT PITTING NI DOOR w /CLOSURE f4 9 - 6 " 31.611 45 -!0 48' -10" _ 5' -8 5 -5 15' -4" -ALL HEADERS TO BE 4x10 DF.• UNLESS NOTED OTHERWISE (UN.O.) -FLOOR DESIGN LOAD • 50 P.$F. -ALL WINDOW SIZES NOMINAL MANUFACTURE PER BUILDER U•.44 MINIMUM - PROVIDE EGRESS WINDOWS PER 'UBC SEC. 1204 -PLATE WEIGHT • 8' -1" (UN.O.) -FLOOR STRUCTURE TO BE 2x10 WOOD JO :STS • 16" O.C. UN.O. E?(TERIOR WALL STRUCTURE TO BE 2x6 WOOD STUDS e 16" 0G. UN.O. - INTERIOR WALLS STRUCTURE TO BE 2x4 WOOD STUDS • 16" O.C. UN.O. . ,, ___________ B i ARCHITECTURE: and PLANNING r: Q im 111 * la Ili '° 4 3 ry ._, 2 1 0 -- 1 3 2100124th Avenue N.E. • Suite 106 • Bellevue, Washington 98005 a (206) 883-9778 • FAX (206) 869 -1961 .L. 4 F. W 1 CITY OF TUKWILA APPROVED OCT . 1 I3UIL • ING DI ISION 1 '4 " = -0 " 863 SF. + GARAGE 520 SF. _ow PL-OOR PI.,AN NOt -ALL TUBS AND SHOWER STALLS: FIRERLOCK BETWEEN STUDS AT TU13 DECK -LIMIT SHOWER FLOW TO 3 G.PM. , -WALLS TO 8E WATERPROOF TO A MIN OF 10" ABOVE DRAIN INLET. -ALL GLAZING, INCLUDING WINDOWS, WITHIN 10" OF DRAIN INLET SHALL BE PER U.B. 5406d12 OR SAFETY GLASS. -ALL DIMENSIONAL LUMBER TO BE 1 -FANS VENTED TO OUTSIDE PER UBC SEC. 1205(e) 4 UMC SEC. 1903 - FURNACE TO MAINTAIN 10' 3' ABV FLOOR PER UBC SEC. 1211 - PROVIDE GUARD RAIL PER UBC SEC. 1111 - PROVIDE SMOKE DETECTORS PER UBC SEC. 1210 -ALL NAILING PER UBC TABLE 230 - LATERAL BRACING PER UBC 13311(g)3 CITY Or Itilf,WILA �. U ' `IJH PERty l f LENTE's project no.i 430:y :A drawn by. B. WAITS checked by. C. BENZ date. NOVEMBER 14, 1990 revisions. KING GO. REvISIONS 3 - - 9I LOTZE WORTHINGTON 5 -1 -91 BENZ -SCOTT ARc1- ITECTLRE AND PLANING © COPYRIGHT 1 990 i air miliiihl���Imiiml61i1 i �m�mil 1 , ..i ':3iM N L r 3' -2" UJ oor m 6';;4" 8" CONCRETE ____ WALL PER FNDN PLAN }SEAM TYPICAL (REFER TO MAIN FLOOR in FRAMING PLAN) r— 2x4 WOOD FRAME PONY WALL ON 8'' FNDN WALL PER FNDN Pl. AN 12 -4" -ft 6x6 POST ANCHOR AGAINST. DISPLACEMENT 4 PLACE ON A CONC PLINTH SET I" ABOVE CONC SLAB OF WALL A130' 15 f SOLID BLOCK JOISTS 3' -i0" 8' -0" 11'-6" 2 BI -FOLD 60 3 SLIDER 23'- 10" I2' -4" v..,.•, . ••. ' - 0" -' TU al i 5 3 SLIDER _L 6 - 0 " CARPET 4" CONCRETE SLAB SLOPE 3" TO O.H. DOORS 24' -10 LINE OF WALL I AtaovE TYPICAL i<1 Q_ VINYL r -�- l ID' R - -- 1 I Yro PER - I SHELF II FURNACE ▪ •T REFER TO KING CO. INSET ASHRAE 90A -80 18" HIGH PLATFORM FOR MECHANICAL W /(2) LAYERS OF 3 /4" T 4 PLYWOOD PROVIDE i HR FIRE SEPARATION BETWEEN HOUSE 4 GARAGE W,% TYPE "X" GWB TO ROOF SHTG. • ALL WAIu1 WALLS AND SECOND FLOOR SUPPORTING STRUCTURE WRAP ALL POSTS AND BEAMS 1 8070 OVERHEAD DOOR __SOT ©O` F2H AD poord 8' -0" • 26 68 - 134" ▪ SOLID CORE TIGHT PITTING NI DOOR w /CLOSURE f4 9 - 6 " 31.611 45 -!0 48' -10" _ 5' -8 5 -5 15' -4" -ALL HEADERS TO BE 4x10 DF.• UNLESS NOTED OTHERWISE (UN.O.) -FLOOR DESIGN LOAD • 50 P.$F. -ALL WINDOW SIZES NOMINAL MANUFACTURE PER BUILDER U•.44 MINIMUM - PROVIDE EGRESS WINDOWS PER 'UBC SEC. 1204 -PLATE WEIGHT • 8' -1" (UN.O.) -FLOOR STRUCTURE TO BE 2x10 WOOD JO :STS • 16" O.C. UN.O. E?(TERIOR WALL STRUCTURE TO BE 2x6 WOOD STUDS e 16" 0G. UN.O. - INTERIOR WALLS STRUCTURE TO BE 2x4 WOOD STUDS • 16" O.C. UN.O. . ,, ___________ B i ARCHITECTURE: and PLANNING r: Q im 111 * la Ili '° 4 3 ry ._, 2 1 0 -- 1 3 2100124th Avenue N.E. • Suite 106 • Bellevue, Washington 98005 a (206) 883-9778 • FAX (206) 869 -1961 .L. 4 F. W 1 CITY OF TUKWILA APPROVED OCT . 1 I3UIL • ING DI ISION 1 '4 " = -0 " 863 SF. + GARAGE 520 SF. _ow PL-OOR PI.,AN NOt -ALL TUBS AND SHOWER STALLS: FIRERLOCK BETWEEN STUDS AT TU13 DECK -LIMIT SHOWER FLOW TO 3 G.PM. , -WALLS TO 8E WATERPROOF TO A MIN OF 10" ABOVE DRAIN INLET. -ALL GLAZING, INCLUDING WINDOWS, WITHIN 10" OF DRAIN INLET SHALL BE PER U.B. 5406d12 OR SAFETY GLASS. -ALL DIMENSIONAL LUMBER TO BE 1 -FANS VENTED TO OUTSIDE PER UBC SEC. 1205(e) 4 UMC SEC. 1903 - FURNACE TO MAINTAIN 10' 3' ABV FLOOR PER UBC SEC. 1211 - PROVIDE GUARD RAIL PER UBC SEC. 1111 - PROVIDE SMOKE DETECTORS PER UBC SEC. 1210 -ALL NAILING PER UBC TABLE 230 - LATERAL BRACING PER UBC 13311(g)3 CITY Or Itilf,WILA �. U ' `IJH PERty l f LENTE's project no.i 430:y :A drawn by. B. WAITS checked by. C. BENZ date. NOVEMBER 14, 1990 revisions. KING GO. REvISIONS 3 - - 9I LOTZE WORTHINGTON 5 -1 -91 BENZ -SCOTT ARc1- ITECTLRE AND PLANING © COPYRIGHT 1 990 i air r SOLID BLOCK • `OVER BEARING AND MDSPAN TYPICAL \I! 11 -l- •4x6 PO , w /81�'ip& N I AC16 POST CAP ke"x1 k2" ?LULAM B AM 1 1 1 I II I I II I I I ll I i f II 3'y?. `� (. 4x10 LINE OF FLR ABOVE 4x4 POST OR EQUAL (TYPICAL_) T w/S IMP9 > ST .:AP (2)2x8 /2x8 L ING \ 7 16" ac. \ \ w/ 6 .a AG$E LINE OF BLAB I 'liii1T r1IillI IIi1r1' 1�� ( 1`Iilr��ll�rCT�.I- _.�I�r }nI' 3I.._ .,. 4 5 -,.t8 e.,.r 4x10 LINE IF INTERI t EAR(NG LLALL. t 7YP f I II IIIL � Jr g t"` _ [L i!_f \ LINE OF rLOOR ABOVE TYPICAL PONT LOAD FROM ABOVE (TYPICAL) SIMPSON U210 -2 MIL HANGER INSTALL UP -SIDE DOWN e TOP OF JOIST NNDN INCORPORATES UNt3RACED CONSTRUCTION DETAIL. SOLID BLOCKING OF ADJACENT JOIST OPTIONAL M FL FRAMING PLAN MAIN PI.00R PIR AM INCA NoTae -ALL WOOD N CONTACT w/CONCRETE TO BE PRESSUFZE TREATED -ALL BEAMS TO BE 4x11 DP. 1 U.N.O. -ALL FLOOR JOISTS 2x12 HF. 1 2 * 16" C.G. UN.O. -FLOOR DESIGN LOAD 18 50 P.BF. - DOUBLE JOISTS BELOW ALL INTERIOR PARTITIONS -ALL NAILING PER U. CHAPTER 25 - LATERAL 6RACNG AND TIE -DOWNS PER U. C. 2511(8)3. Bit DING DIVISION 1991 BIENZ sco ARCHITECTURE and PLANNING 2100 124th Avenue N.E. Suite 106 Bellevue, Washington 98005 r (206) 883.9778 er FAX (206) 869 -1961 . I i CITY O i= TUKWILA project no.. '5051A drawn by. 16. WAITE ' checked by. C. BIENZ date. 1 tOVEMBER 14, 1990 revisions.. KING CO. REVI6ION6 3 -2 -91 LOTZE WORTHINGTON 8 -1 -91 BIEN2 ARCS- ITCCTLRE AND FLAMWG © 00FTRIC -FT 1 990 r SOLID BLOCK • `OVER BEARING AND MDSPAN TYPICAL \I! 11 -l- •4x6 PO , w /81�'ip& N I AC16 POST CAP ke"x1 k2" ?LULAM B AM 1 1 1 I II I I II I I I ll I i f II 3'y?. `� (. 4x10 LINE OF FLR ABOVE 4x4 POST OR EQUAL (TYPICAL_) T w/S IMP9 > ST .:AP (2)2x8 /2x8 L ING \ 7 16" ac. \ \ w/ 6 .a AG$E LINE OF BLAB I 'liii1T r1IillI IIi1r1' 1�� ( 1`Iilr��ll�rCT�.I- _.�I�r }nI' 3I.._ .,. 4 5 -,.t8 e.,.r 4x10 LINE IF INTERI t EAR(NG LLALL. t 7YP f I II IIIL � Jr g t"` _ [L i!_f \ LINE OF rLOOR ABOVE TYPICAL PONT LOAD FROM ABOVE (TYPICAL) SIMPSON U210 -2 MIL HANGER INSTALL UP -SIDE DOWN e TOP OF JOIST NNDN INCORPORATES UNt3RACED CONSTRUCTION DETAIL. SOLID BLOCKING OF ADJACENT JOIST OPTIONAL M FL FRAMING PLAN MAIN PI.00R PIR AM INCA NoTae -ALL WOOD N CONTACT w/CONCRETE TO BE PRESSUFZE TREATED -ALL BEAMS TO BE 4x11 DP. 1 U.N.O. -ALL FLOOR JOISTS 2x12 HF. 1 2 * 16" C.G. UN.O. -FLOOR DESIGN LOAD 18 50 P.BF. - DOUBLE JOISTS BELOW ALL INTERIOR PARTITIONS -ALL NAILING PER U. CHAPTER 25 - LATERAL 6RACNG AND TIE -DOWNS PER U. C. 2511(8)3. Bit DING DIVISION 1991 BIENZ sco ARCHITECTURE and PLANNING 2100 124th Avenue N.E. Suite 106 Bellevue, Washington 98005 r (206) 883.9778 er FAX (206) 869 -1961 . I i CITY O i= TUKWILA L r '1' -3" 1_IS l R SEORi i CARPET 8°5 SLIDER EGRESS 14' -0" 6° 4° SLIDER EC-PW.SS • e; - VINYL 2' -4" 1' -8" 4' -10" RANGE W/ HOOD VTO DBL OINK W/ DISP FLAT CARPET 11' -10" FLAT o L SLOPE 2x6 CLNCs JETS • 24" O.G. • 10' -8� I • 1:12 ATTACH TO ROOF - - 1Vyt JETS w /(4)16d ZERO CLEARANCE NAILS. ATTACH TO FIREPLAC W/ FLUSH 2x6 LEDGER HEARTH I TALL PER MAN .SPECS 6 - 0 " I3' -10" 13' -8" 5' -6" 5' -10" 1' -6" 6° 4° SLIDER EGRESS II' -2" 5' -4" +J 1 1211 I a 48'-10" GARDEN WNDCXU GW 5° 4 6° SLIDNG GLASS DOOR GLASS TO =E SAFETY GLAS 48' -10" 1 -5n SOLID COI DOOR WI 14 ">; 6' - SIDELITi8 GLA89 TO BE SAFETY GLASS - 1%4," ARCHED OPENING 4' -4" L 4' -4" 8 -8" 21' -6" 1' -5" I0' -3" 4x4 POST OR EQUAL (TYPICAL) 6°5° SLIDER 8° 5° SLIDER w /4' HALF ROUND ABOVE 12' -5" 1 15' -4 5 - 0 " 6' -0" 2' -0" d l, 2' -11" 1 1480 M4, IN ?i..00R PL.4N■i NOM 6 2 � - ��� -ALL HEADERS TO BE 4x10 Dfi!2 UNLESS NOTED OTHE/UISE (IMO.) -ALL WINDOW SIZES NOMINAL. MANUFACTURE PER GUILDER. U•.44 - CEILING DESIGN LOAD • 15 P.Sp. -PLATE HEIGHT • 8' -1" (UN.OJ - EXTERIOR WALL STRUCTURE TO BE 2x6 WOOD STUDS • 16" O.C. UN.O. - INTERIOR WALLS STRUCTURE TO BE 2x4 WOOD STUDS • IN OC. UNO. -ALL TUB8 AND SHOWER STALLS: M Fta e5S1 - FIREBLOCK BETWEEN STUDS AT TUB DECK ?� -LIMIT SPOWER FLOW TO 3 G.P -WALLS TO BE WATERPROOF TO A MIN OF 10" ABOVE DRAIN INLET. -ALL GLAZIN.'s, INCLUDING WINDOWS, WITHN 10" OF DRAIN INLET SHALL BE PER U.B. 5406d1.2 OR SAFETY GLASS. . -ALL DIMENSIONAL LUMB TO ESE Ffrl -FANS VV TO OUTSIDE PER UBC: � SEC. 12(a) I UMC SEC. 1503 - FUR E% - FURNACE TO MAINTAIN 10' 3' AV FLOOR PER UGC SEC. 1211 - PROVIDE GUARD RAIL PER UBC SEC. 1111 - PROVIDE SMOKE DETECTQ S PER U8 ; SEC. 1210 -PROVIDE EGRESS WINDOWS PER UP.0 SEC. 1204 -ALL NAILING PER UBC TABLE 25Q - LATERAL_ BRACING PER UBC 2511:8)3 ro %WWI t23 O M iN 0 • 2 i:OV,DE Cog. e r Oi sTt W *iL- As :v.. .� G;R Dt -r WITH R D1`4► ap e E4 Lis Tw4-wwsE le. MAIN FL P� OOR .AN 1 CITY OF TUKWILA APPROVED OCT 1991 Uti_C!N 'SION CITY oi= t Z:f V.UA P 09 1:ii NEnlwrr B and P 1 2100 124th Avenue N.E. • Suite 106a Bellevue, Washington 98005 9 (206) 883 - 9778 FAX (206) $9 -1961 i project no.' 90514 drawn bye B. WAITE checked by6 C. BIENZ . det& NOVEMBER 14, 1990 revision& < KING CO. REVISIONS 3 -2 -91 LOTZE WORTHINGTON 15 -I -9I BENZ-SCOTT ARC G TECTU E AND 1 9 P COPYP G 4T 1AM 90 L r '1' -3" 1_IS l R SEORi i CARPET 8°5 SLIDER EGRESS 14' -0" 6° 4° SLIDER EC-PW.SS • e; - VINYL 2' -4" 1' -8" 4' -10" RANGE W/ HOOD VTO DBL OINK W/ DISP FLAT CARPET 11' -10" FLAT o L SLOPE 2x6 CLNCs JETS • 24" O.G. • 10' -8� I • 1:12 ATTACH TO ROOF - - 1Vyt JETS w /(4)16d ZERO CLEARANCE NAILS. ATTACH TO FIREPLAC W/ FLUSH 2x6 LEDGER HEARTH I TALL PER MAN .SPECS 6 - 0 " I3' -10" 13' -8" 5' -6" 5' -10" 1' -6" 6° 4° SLIDER EGRESS II' -2" 5' -4" +J 1 1211 I a 48'-10" GARDEN WNDCXU GW 5° 4 6° SLIDNG GLASS DOOR GLASS TO =E SAFETY GLAS 48' -10" 1 -5n SOLID COI DOOR WI 14 ">; 6' - SIDELITi8 GLA89 TO BE SAFETY GLASS - 1%4," ARCHED OPENING 4' -4" L 4' -4" 8 -8" 21' -6" 1' -5" I0' -3" 4x4 POST OR EQUAL (TYPICAL) 6°5° SLIDER 8° 5° SLIDER w /4' HALF ROUND ABOVE 12' -5" 1 15' -4 5 - 0 " 6' -0" 2' -0" d l, 2' -11" 1 1480 M4, IN ?i..00R PL.4N■i NOM 6 2 � - ��� -ALL HEADERS TO BE 4x10 Dfi!2 UNLESS NOTED OTHE/UISE (IMO.) -ALL WINDOW SIZES NOMINAL. MANUFACTURE PER GUILDER. U•.44 - CEILING DESIGN LOAD • 15 P.Sp. -PLATE HEIGHT • 8' -1" (UN.OJ - EXTERIOR WALL STRUCTURE TO BE 2x6 WOOD STUDS • 16" O.C. UN.O. - INTERIOR WALLS STRUCTURE TO BE 2x4 WOOD STUDS • IN OC. UNO. -ALL TUB8 AND SHOWER STALLS: M Fta e5S1 - FIREBLOCK BETWEEN STUDS AT TUB DECK ?� -LIMIT SPOWER FLOW TO 3 G.P -WALLS TO BE WATERPROOF TO A MIN OF 10" ABOVE DRAIN INLET. -ALL GLAZIN.'s, INCLUDING WINDOWS, WITHN 10" OF DRAIN INLET SHALL BE PER U.B. 5406d1.2 OR SAFETY GLASS. . -ALL DIMENSIONAL LUMB TO ESE Ffrl -FANS VV TO OUTSIDE PER UBC: � SEC. 12(a) I UMC SEC. 1503 - FUR E% - FURNACE TO MAINTAIN 10' 3' AV FLOOR PER UGC SEC. 1211 - PROVIDE GUARD RAIL PER UBC SEC. 1111 - PROVIDE SMOKE DETECTQ S PER U8 ; SEC. 1210 -PROVIDE EGRESS WINDOWS PER UP.0 SEC. 1204 -ALL NAILING PER UBC TABLE 25Q - LATERAL_ BRACING PER UBC 2511:8)3 ro %WWI t23 O M iN 0 • 2 i:OV,DE Cog. e r Oi sTt W *iL- As :v.. .� G;R Dt -r WITH R D1`4► ap e E4 Lis Tw4-wwsE le. MAIN FL P� OOR .AN 1 CITY OF TUKWILA APPROVED OCT 1991 Uti_C!N 'SION CITY oi= t Z:f V.UA P 09 1:ii NEnlwrr B and P 1 2100 124th Avenue N.E. • Suite 106a Bellevue, Washington 98005 9 (206) 883 - 9778 FAX (206) $9 -1961 i r 242'61A 32.61 LINE OF csurrER LINE OF LOLLER FLOOR (rrp) AIM 'LINE OP LOWER FLOOR (TYP) ENGINEERED MANUF. IUD. TRUSSES 44 24" O.C. (TYP.) TYP O.H. l' • lx8 FASCIA TYP. 2x8 *2 RAFTERS t 2x10 1-11P6 AND r..1 et LOWER ROOF f TYP 11-6" • LINE OF MTL. GUTTER (TYP) FRAE C.-.VER TRUSSES u.t/2x8 I-F RAFTERO 4 2x112, HIPS 4 RIDGES I '31. I 4 I 51 61 N. 18 . 7 w , 3 • [11 1 114 fi IillEiEikfii I ri ' M1 If Iii irI 1)P/4 x114 " M (2)2x8 P (2)2x8 DR 4x10 (2)2 8 I-ID Ix 8 FASCIA TYP. LINE OF LOWER FLOOR (TYP) ROOP P Atsi ROOF PRAMING NOTail • -TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND BE FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL Ii3E STAMPED BY THE MANUFACTURER OR I3Y A QUALITY CONTROL AGENCY SUCH AS THE WASI-IINGTON STATE TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. LS -NON BEARNG WALL. SHOULD I3E HELD AWAY FROM THE 'TRUSS BOTTOM CORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CORD WILL NOT BEAR ON TE WALL. -APPROVED HANGERS SHOULD BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TF5.41315E8 TO THE MAIN GIRDER TRUSS. -ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS DELL FITTED AND SHALL HAVE ALL THE TENSION MEMBERS WELL TIGHTENED !BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAT' BRACING SHALL BE USED TO BRACE ALL TRUSSES -ROOF DESIGN LOAD 35 PSF -PLYWOOD ROOF SHEATHING SHALL 13E BONDED BY EXTERIOR GLUE. 15 UNDER VALLEY PLASHING. - -ROOF APPLICATION TO COMPLY WITH U8C 3202(c)4 -ALL BEAMS AND HEADERS TO BE 4x10 DF '2 UNO. ALL OE-4A6 TO OE 1 -ALL ROOF PITCHES TO BE 1112 • -BRACE ud2x8 PURLING 4 2xis BRACES * 48" O.G. TO [SEARING WALL FOR SPANS OVER •:ROVIDE COMMON RAFTERS 4 POST DM.' ALL Hope. RIDGES, 4 VALLEYS TO BEARING. BEARING TO BE SOLID - CONTINUOUS TO CONCRETE FOOTINGS -COLLAR TIE ALL RAFTERS NOT PARALLEL TO CEILIN. JOISTS -L ATERAL BRACING PER LOC 2,311(g)3 -ALL NAILII43 r3ER UDC 25Q CITY OF 'SEP 09 PERivit r cENTI.:.;1 4 CITY OF TUKWILA APPROVED OCT A 1991 BUILDWG MpION .1..•••••••••••••••••+••••*••••■■•••••••••••:•?.:•••pilm,••‘. - -1111 6, A CHI and J N 2100 124th Avenue N. IN Suite 106 ol Bellevue, Washington 98005 (206) 883-9778 I FAX (206) 869-1961 gmsommaomr- - ' I_ ■ . proje no., 90b1,4 drawn by, B. WAITE checked by, . C. 13IENZ date, HON./EMBER 14, 1SWP revisions, KING CO. REVISIONS 3-2-81 � BENZ- SCOTT TIRE. AN) FLAMM. 1. _ ® oopyRIGI4r 1 990 r 242'61A 32.61 LINE OF csurrER LINE OF LOLLER FLOOR (rrp) AIM 'LINE OP LOWER FLOOR (TYP) ENGINEERED MANUF. IUD. TRUSSES 44 24" O.C. (TYP.) TYP O.H. l' • lx8 FASCIA TYP. 2x8 *2 RAFTERS t 2x10 1-11P6 AND r..1 et LOWER ROOF f TYP 11-6" • LINE OF MTL. GUTTER (TYP) FRAE C.-.VER TRUSSES u.t/2x8 I-F RAFTERO 4 2x112, HIPS 4 RIDGES I '31. I 4 I 51 61 N. 18 . 7 w , 3 • [11 1 114 fi IillEiEikfii I ri ' M1 If Iii irI 1)P/4 x114 " M (2)2x8 P (2)2x8 DR 4x10 (2)2 8 I-ID Ix 8 FASCIA TYP. LINE OF LOWER FLOOR (TYP) ROOP P Atsi ROOF PRAMING NOTail • -TRUSSES SHALL BE DESIGNED BY A REGISTERED WASHINGTON STATE ENGINEER AND BE FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL Ii3E STAMPED BY THE MANUFACTURER OR I3Y A QUALITY CONTROL AGENCY SUCH AS THE WASI-IINGTON STATE TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. LS -NON BEARNG WALL. SHOULD I3E HELD AWAY FROM THE 'TRUSS BOTTOM CORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CORD WILL NOT BEAR ON TE WALL. -APPROVED HANGERS SHOULD BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TF5.41315E8 TO THE MAIN GIRDER TRUSS. -ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAMEWORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS DELL FITTED AND SHALL HAVE ALL THE TENSION MEMBERS WELL TIGHTENED !BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAT' BRACING SHALL BE USED TO BRACE ALL TRUSSES -ROOF DESIGN LOAD 35 PSF -PLYWOOD ROOF SHEATHING SHALL 13E BONDED BY EXTERIOR GLUE. 15 UNDER VALLEY PLASHING. - -ROOF APPLICATION TO COMPLY WITH U8C 3202(c)4 -ALL BEAMS AND HEADERS TO BE 4x10 DF '2 UNO. ALL OE-4A6 TO OE 1 -ALL ROOF PITCHES TO BE 1112 • -BRACE ud2x8 PURLING 4 2xis BRACES * 48" O.G. TO [SEARING WALL FOR SPANS OVER •:ROVIDE COMMON RAFTERS 4 POST DM.' ALL Hope. RIDGES, 4 VALLEYS TO BEARING. BEARING TO BE SOLID - CONTINUOUS TO CONCRETE FOOTINGS -COLLAR TIE ALL RAFTERS NOT PARALLEL TO CEILIN. JOISTS -L ATERAL BRACING PER LOC 2,311(g)3 -ALL NAILII43 r3ER UDC 25Q CITY OF 'SEP 09 PERivit r cENTI.:.;1 4 CITY OF TUKWILA APPROVED OCT A 1991 BUILDWG MpION .1..•••••••••••••••••+••••*••••■■•••••••••••:•?.:•••pilm,••‘. - -1111 6, A CHI and J N 2100 124th Avenue N. IN Suite 106 ol Bellevue, Washington 98005 (206) 883-9778 I FAX (206) 869-1961 gmsommaomr- 4" TIGHT— LINE 4" PERF, FTG DRAIN W/ FILL TYP EXT WALL - 2x SILL PL, P.T. -� 1 AZ. AT 6' -0" 0,C. 4 BAR CONT. • N St PINIONED GRADE i�� ..•11 • 0 ••i . • _ 1 3.111/.. a � i INI -1, i • •-• •• ,o •.: I I I=llif- 0 .11111E-7-..111R- .. E o 00 ` 1P11111 1I=I *lei= =ffl u+�i ; ' i 2 - *4 BARS CONt. 4" PERF. FTG DRAIN al/GRAN FILL PIDNDe r l i 411 IIMM 8" FOUNDATION WALL { =III= IUD IlI =fi A 0 Sits I. Q • E11lan • I1111:4— . 0 c) 0 0 8 d 0 0o 4b •, ' t a II II I III 1 rP •• 60. 1111111111411111111111111111111111 2 - 0 4 BARS CONT. 1 =1 : _ 0 n R -19 NSUL. -- " 2x 811!013 • 16" 0.C. W/ PLYW'D SHEATHING 2x RIM JOIAT — R -19 INSUL. - 2x4 SILL PL, P.Tr 0 4 BAR CONT. FINISHED GRADE FDN DET41 1 •1 - 0 " • es II j 16" 4" THICK CONC. SLAB w/6xb W2.9x1U2.9 UAL . ONA4MIL VAPOR BARRIER AND 6" DRAIN FILL I'2 " GJ1J 6. 2x MOOR JOISTS SPACED PER PLAN 4 12" GJJ1 AT GARAGE CONCRETE BLAB 12) 0 4 BARD NORIZ CONTINUOUS TIE TO FNDN WALL R- I9 INSULATION -- - 'I/2 "ox10" A.B. •IE 4' -0" O.C.. -- •4 BARS VERTICAL • 14" OC. •4 BAR& HORIZONTAL • 10" O,. CONTINUOUS 1 "x24" R -10 RIGID PERIMETER 8LA8 INSULATION 8" FOUNDATION WALL AT PONY WALL 1x4 BNTG SOLID • OVERHANG TYP EXT WALL IIII= {II I IIII I E 4" 8" 0 ; lllllllllill111111Iilt,l t tlll 0 •• •+• MINIM O 2x 8ILL PL, P.T. I' "4x10" A.B. AT 6' -0" O.C. 0 4 BAR CONT. —\ FINISHED GRAPE `s. 4' PERT. FTG DRAIN w /GRAN - FILL SPACED SHEATHING 2x VENTEO --- WOOD BLKG CONT. METAL --- GUTTER 1 x 8 FASCIA 16" PDN DETAIL R -I9 2x STUDS e 16" O.C, WU/ 1/2" PL Y'D SHEATHING 2x RIM JOIST --- 0 4 BAR CONT. 4" TIGHT • LINE 4" PER F. FTC I DRAIN! w /GRAN J FILL 4" THICK CONC. SLAB w /6x6 1112.92 IULF ON .4 4 MIL II VAPOR BARRIER AND L" DRAIN FILL 1t "x24" R -10 RIGID PERIMETER SLAB INSULATI014 - - 2- 0 4 BARS CONT. a" FOUNDATION WALL AT HOUSE PINIONED GRADE I1 I9IIIt 11 it m III 0 0O°. C oo 410 4 J ft411411 0. i CP q 0 • cp �� I{Ih .,�� °' ` �. .• 1{ llO 00 k1 11 11 ! - ii - ! c . - 2 - *4 BARS CONT. ►i4 our ♦ tos ♦a SPLIT CEDAR s1 -TAKES -- -• - --� OVER 300 INTERWOVEN FELT. 2x FLOOR JOIE T S SPACED PER PLAN R -19 INOLILATIO -- PRESSURE TREATED 2x4 SILL PLATE lie "4ix1© A.L. ef£ 6' -0" O.C. 0 4 BARS HORIZONTAL • 11 O.C. CONTINUOUS 0 4 BARS VERTICAL 18" O.C. • 4 's" G.WB. �--- k. GJiJ.B. OOP PRAM ! NG TYPICAL FASCIA 1 "e1'L0 �- — 1/2" G.1I115. PDNETI 1 RETAINING WALL - - I" BAFFLE FOR VENTILATION •- ENGINEERED ROOF TRUSSES •24" O.C. PER PLAN WOOD SIDING PER ELEV. OVER I9• BLDG FELT 1 '2" COX PLYWOOD SHTG 2x STUD FRAMING • 16" OC. R -13 BATT INSULATION w/ VAPOR BARRIER R-30 INSUL w/VAPOR BARRIER • CEILING RETURN RAIL ENDS TO WALL II u u q � u u AT OPEN RAIL INSTALL II VERTICAL PICKETS :0 NO GREATER THAN 6" OL. NAND GRAOP TO BE 2" (3) 2x12 STRINGER' I HOUR CONSTRUCTION - Ab" TYPE 'X' GYPSUM WALL BOARD. it 4" TIGHT LINE 1r -0" R -19 2x RIM JOIST R - 19 INSUL. -"- 2x4 8ILL PL., P.T: •4 BAR CONT. -- - CONC PAD w/ SCE.CONC t PLINTI- I SET I' ABV SLAB SIZE PEP ' PLAN -. 1'2 " G.W.B. 1/2".x1122" A.H. eIE 4"- 0" O;. —*4 BARS VERTICAL • 14" O.C. PDN DETAIL VARIES 2x FLOOR JOI8TS SPACED PER PLAN kis" GJ1.1113. R -!9 2 - 0 4 BARS CONT. 8" FOUNDATION WALL AT BRACED CONDITION TYPICAL — POST PER PLAN \ . EXP JOINT 4' THICK CONC. SLAB w /6x6 1,1,2.9x1N2.9 ` VT/VF ON A 4 `° MIL VAPOR BARRIER TOP OF SLAB ►` 2x10 FLOOR J01618 6 16" WNW. O.C. UN. w/ 3/4" t T I G PLYWOOD OHTG. I'. MN GRANULAR BACKFILL - PLACE BACKFILL WHE CONC. STRENGTH f'c ■ 500 PSI I PRIOR TO IN TAL 1NG FLOOR FRAM! 4 e" GAB. TYPICAL FDN TO BEAR ON UNDISTURBED SOIL W12000 POP CAPACITY MIN. /-- BAR "B" BAR "A" - -- BAR "C" 4" CONC • SLAB w /6x6 W2.9xW2.9 1L , .:..- 04 • 18" 8!^T MIN 3" IN CONC. 8" 8" PDN lar LNBRAC!~D RETAINING WALL TYPICAL DETAIL FOR ALL WALLS HIGHER THAN l -d- MIN 2' -©" WIDTH OF R -625 RIGID INSULATION FOOTING DOWELS TO MATCH BAR 'A" CONCRETE* f'c • 2000 P81 • 28 DAYS REINFORCING: ' GRADE 40 ASSUMED BOIL BEARING • 2000 P8F EQUIV. FLUID PRESSURE ■ 40 PCF - LCVEL BACKFILL w/NO SURCHARGE FLOOR JOISTS MAY BE INSTALLED AFTER BACKFILL.' ►F BACKFILL MATERIAL IS WET, WALL TO BE BRACED WITH ADDITIONAL SUPPORT DURING BACKFILL PROCESS 2" FURRNG 2x PRESSURE TREATED SILL PLATE w/ ANCHOR BOLTS 03' -4" OC. RETAINING WALL. W.H1�DULE h t t b a L BAR "A" IBAR "B" BAR "C" 3' 8 6" - 8'' I' 10" •4 • I5' . '5 • , 4 6.. to" 2'-0'' 0 4 • 15" 0 5 • 16" 5' 1'- 6 "2' -a" •4.15 ° _ • - - 1 1 -093 1 :4'' 05 a � a IS 1 8 ' 8 I -0" "2' -4" 4' -0" 0 4 • 11" 0 5 • 15" •3 • 18" r 8' 6 I' -I" 2'-6"'4'-3" 5 • II" 0 5 • 15" •4 • 18" -� 9' 8" 10 1 •1 ": 3'-0" 4 • -8"-",45 • 15" 04 • 16" 10' 1Q'� , 1' -4" 3' -2"' 5' 4" • 8"- 5 • 1 0 2" 04 • 1.4" 1;I7.C1 1vLt) Con' (')F it3lKWlLLA SEP'g9 PERM c f tEi c- :� ---•: � +mac.= r_�_._ --x-- �-� date NOVEMBER 14, 1990 KING CO. REVISIONS 3 -2 -9I MINIMUM 2x4 FIREBLOCKJNG -- PROVIDE FIREBLOCKING BETWEEN WALL BTUPB • STRINGERS irrii i i riiri � :.� 11(l iiIr[ii �mlll ST d► 1 F DE" i"1411.. MAIN FLOOR IE TYPICAL EXTERIOR WALL: 2x6 STUDS • 16" O,C, WI R -I9 BA1-r INSULATION w /1"2" / PLYWOOD SHEATHING 4 _ I3• FELT wAUOOD BIDING PER ELEVATION MAIN FLOOR 2x8 ROOF FRAMING R FLOOR IB ENGINEERED WOOD TRUOSES PER PLAN. TRUSS MANUF. TO PROVIDE DETAIL DR4WING8 AND INSTALLATION METHODS ROOF JACKS (TYP) MED BAWN CEDAR SNAKES o/ 30 ROOFING FELT of Ix4 BRACED 814EATIJI!NG 4 BIENZ SC 2100 124th Avenue N.E. • Suite 106 • Bellevue, Washington 98005 • (206) 883 -9778 • FAX (206) 869 -1961 ARCHITECTURE a n d P L A N N I N G 0 r .0.1 1 w Z a *IC z Liu CL 1 1 iiliii1iiiiiiirdiliiiii.ili miGtii riiiiii 9 1010 ON ....7.7,...„,,, ilitliiia i CONT. METAL _ GUTTER o/1x8 FASCIA 1x4 CORNER BOARDS TYP • ALL SIDED CORNERS 1x4 CORNER BOARDS TYP • ALL SIDED CORNERS 2030 SIGYLITE PER C14. 34 (TYP) 12 ., ..iL .� e : . L 1 'r TOP OF CHIMMENY TO BE 2' -0" HIGHER THAN CLOSEST ROOF 10'-0" AWAY LEFT ELE VATION TOP OF CHIMMENY TO BE ,- 2' -0" NIGHER TI-IAN CLOSEST / ROOF 10' -O" AWAY 2 1 ,0 4, &R____Ei____e , ,417 I ON SPLIT CEDAR SHAKES o/30' INTERWOVEN FELT o/Ix4 SPACED SHEATHING 6" BEVEL SIDING - INSTALL HORIZ. 1x10 BAND BOARD -_ — MAINFLR J LOWER FLRtE_ S Ix4/2x6 _.__ - WINDOW TRIM ELSF 1x4 CORNER BOARDS TYP • ALL BIDED CORNERS 6" BEVEL SIDING INSTALL HORIZ. SPLIT CEDAR 84-I,dKE8 o/30• INTERWOVEN FELT o/ix4 SPACED SHEATHING CONT. METAL GUTTER o/Ix8 FASCIA 6" BEVEL SIDING /- INSTALL I-IORIZ, SPLIT CEDAR SHAKES 0/30W INTERWOVEN FELT o /1x4 SPACED SHEATHING 12 8010 OVERHEAD DOORS W/RAISED PANELS ' CONT. METAL GUTTER oilx8 FASCIA 6" BEVEL SIDING INSTALL HORIZ. 1x4 CORNER BOARDS TYP A ALL SIDED COFFERS ril i.j .rl. j1rp I III I''I'll y r 1V 3 RONT L.VTfON TOP OF CHIMMENY TO BE 2' -0" HIGHER THAN CLOSEST ROOF 10' -0" AWAY '' I , I 1 1 I III I,L I � 1. Ll 1,_ 1 l. T I ._ . 1 j- lit T1'� 7-' .I 1 41 . F .� .. .1. ' ,, ?I I �! IL 1.0 I l_t1.1 _'I _ _' ? . Ii r 1-1 11 11 1 -1-1,-- 11 - 1L .1 1 I.1_ . I:�: 1 1. l. . .1..;:'. , !.L; 1 1 . 'I �11 ' „. 1.... , 1 _ 1 � ... 1 , 6 No.16 12 RL 12 SPLIT CEDAR SHAKES o/30' INTERAUOVEN PELT o/1x4 SPACED SHEATHING 2030 SKYLITE TOP OF CHIMMENY TO BE 2' -0” 1-1IG14ER THAN CLOSEST ROOF 10' -0" AWAY CONT. METAL GLITTER o/1x8 FASCIA MAIN FLR lE .. iI �. il ., j 11 • -If • 1 CITY Os= t.:KiA!ftA SEP 0 9 t NEFIILIIrCEN E`l 1 C1Tg OF TUKW11A APPR DvE D OCT A.. 1x 91 BIENZ SCOTT ARCHITECTURE and PLANNING 2100 124th Avenue N.E. ■ Suite 106 PI Bellevue, Washington 98005 ■ (206) 8.9778 a FAX (206) 869 -1961 I project no.1 90VIA drawn by. B. WAITE checked by. C. BIENZ date, NOVEMBER 14, 19901 revisions' KING CO. REVI810■8 3 - - 9I LOTZE WORTHINGTON MC-SCOTT ECTIRE AND PLA.NNNG COPYRIGH S 19 90 ITT fi iTri � (III � �ZT'> � 1>'�I „TIRE OT � „; Illl � 6, `g I� I� ����� L � .. ��1� 9 -' ���il:il 9 ����I� T ,, E � �hi h�� �l ' w i t f��� � -a LOWER P6L70Fe,_ GAL P LAN project ` no.a SOMA date. NOVEMBER 14, 19 revisions, KING CO. REVISIONS 3 -2 -el LOTXE WORTHINGTON b -1 -91 MJ on e i Law PIXTURE8 SWITCHES f RECESSED CAN LIGHT t SINGLE POLE SWITCH ill RECESSED CAN - EYEEALL 41 s' tHRE -WAY 81!)ITC4 ▪ CEILING SUSPACE MOUNT LIGHT 1 1°Z-WAY SWITCH SWITCH WITH DIMMER WALL SURFACE MOUNT LIGHT 'e LIGHT wJPULL CHAIN WITCH Mil -Ere WALL SCONCE I DUPLEX OUTLET FLUORESCENT FIXTURE 9 WATER -PROOF OUTLET (LENGTH FT/'TUBE) GPI GROUND FAULT MTERIPTED OUTLET SWITCHED DUPLEX OUTLT RANGE/DRYER 2201/ OUTLET -0 DIRECT Wilms: CONNECTION T TELEPH OU ONE TLET � CATY (TELEVISION) cutlet c THERMOSTAT UNDER- COUNTER OR CONCEALED i MISC. FIXTURES EXHAUST FAN !EXHAUST FANLIGHT EXHAUST FAN/LIGHT/I -EAT SMOKE DETECTOR ao cF ELECTRIC WALL HEATER fa ELECTRICAL PANEL EMERr.sENCY LIGHTING EXIT SIGN I...m..+ss. -+I ARD ELECTRICAL OUTLETS rill H and PLt' NNIN 2100 124th Avenue N.E. • Suite 106 Bellevue, Washington 08005 ■ (206) 883 -9778 a FAX (206) 869 -1961 i FAN VTO • 50 INTERCONNECT WITH ALL OTI -IFR5 r NO18 (0 Dill 220V a 1II11ITI I ( ;.- T IIiii I ��� I ' I � � , 1 I II �� IIIii I ,.I 1 1, 1 3 1 0 41 , , l 6 1 rill .� Z w�I MAIN FLI�OR ELEG7RIGAL PLAN N PENDANT T ■l.tC7RIC.aJ. 6YMBOL igifY LIGHT FIXTURES RECESSED CAN LIGHT. RECESSED CAN - EYEBALL CEILING SURFACE MOUNT LIGHT WALL eUtr''FACE MOUNT LIGHT LIGHT w/PULL CHAIN 6WITCI-I WALL SCONCE FLUORESCENT PIXPURE LENGTH FT/fUDE) MISC. FIXTURES EXHAUST FAN EXHAUST PAR/LIGHT EXHAUST FANYLIONTMEAT WIOKE DETECTOR ELE. TE`t;C WALL HEATER fat ELECTRICAL PANEL EMERGENCY L iGHTING ;7.:0 EXIT SIGN �-- - I BASEBOARD ELECTRICAL HEATER SWITCHES ( t5 II • CITY OF TUKWILA APPROVED OCT , 1 5 NI; 1l JG LEVISION SINGLE POLE SWATCH THREE-WAY SWITCH 1 FOUR -Wm? SWITCH SWITCH WITH ortimER OUTLETS qp DUPLEX OUTLET u p WATER -PROOF CUTLET I GRO(A1D FAULT CUTLET StUITCHED DUPL OUTLET RANGE/DRYER 220V OUTLET DIRECT WIRE CONNECTION T TELEPHONE OUTLET CATV (TELEVISION) OUTLET •c THERMOSTAT UNDER-COUNTER OR CONCEALED OUTLeTB 1 tZt: (.l'i` 1�1 EP 11 V '' , v r*IPA i t t CLNIEV BIENZ s A rfrtHITECTLITT. and PLANNING 2100 124th Avenue N.E. r Suite 106 • Bellevue, Washington 98005 • (206) 883 -9778 ■ FAX (206) 869 -1961 project no.. 901!5 ?.A drawn bp B. WRITE ,. checked by. C. BIENZ date. NOVEMBER 14 14390 revisioneIi BENZ- SCOTT • - • iTU E AND PLAN/41G @ COPYRIGHT I 9 90 KING CO. REVib!cNP. 3 -2 -91 LOTZE WORTHINGTON 15-I -91