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HomeMy WebLinkAboutPermit 6836 - Brigadoon Ridge - Lot 15 New SIngle Family ResidenceThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Brigadoon - Lot 15 5630 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 48 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6836 91-389 brigadoon ridge lot 15 5630 south 150th place brigadoon ridge lot 15 6836 TYPE OF CONST.: —N UBC EDITION (year) 1988 SETBACKS: N— S - E— W- FIRE PROTECTION: OSprinklers 0 Detectors ® N/A UTILITY PERMITS REQUIRED? ®Yes CD No BAR /LAND USE CONDITIONS? ® Yes (Pubiloh Publ[c Works) 0 No ZONING: CONDITIONS (other than those noted on or attachod to pormiUplans) WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9 -25 -92 ARCHITECT Gerry Slick PHONE 840 -9802 PROPERTY OWNER Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 11103, Bellevue, WA ZIP 98005 CONTRACTOR Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 4103, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9 -25 -92 ARCHITECT Gerry Slick PHONE 840 -9802 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (A3u 11 I SITE ADDRESS FL SQUARE FEET APPROVED FOR ISSUANCE BY: OCC. LOAD 5630 S 150 P1 Lot 15 SQUARE FEET OCC. LOAD SQUARE FEET BUILDIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD FEES B.UILDI.NG PERMIT F,EE 776.00 PLAN ,CHECK<;FEE:: 504.00 `; ..2067 ;':. 9' -09 9 BUILDING SURCHARGE< » >; .:T.OTAL adqo PLAN CHECK NO.: - PR;OJE INFOR SUITE tl SQUARE FEET OCC. LOAD SIGNATURE: Aid f rQ A YLIZ DATE: (/A BUILDING OFFICIAL 91 -389 VALUE OF CONSTRUCTION - $ 138, 529.00 PROJECT NAME/TENANT Brigadoon Ridge ASSESSOR ACCOUNT 11 109990 -0150 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Construct new single— family residence. +,CODE;' SQUARE OCC. FEET LO D DATE: -3 ZIP TOTAL SQUARE FEET TOTAL OCC. LOAQ_ AV I hereby certify that I have read and exa this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. PRINT NAME: 4 , ,e COMPANY: , g, c /(, rJJ � — h is p ermit shall become null and void if the work rs not commenced within 18 days from the date o suance orif :the work is suspended or abandoned fora period of 180 days from the last,inspecfion DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. k IA n1rrduu PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (Init.) AMOUNT OWING —1(a) , PLAN CHECK NUMBER PROJECT NAME F5 y16, m oon SITE ADDRESS 6(02)0 c ) &O -F L 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 FOOTAGEJOCCUPANCY 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. gL FIRE .kI PLANNING W P BLIC ORKS 0 OTHER BUILDING - final review ? ; DE PARTM BUILDING - initial review ci-q 10.141 R. REVIEW COMPLETED BUILDING PERMIT iii■ ., APPLICATION TRACKING /o /69/ INIT' INIT: j i 3I F INIT: INIT: ,'1) ;61 -41 \ 1N U1REME CONSULTANT: Date Sent ME SUITE NO. Lo Date Approved - FIRE PROTECTION: [ ) Sprinklers U Detectors (J N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: - 9. Z BAR/LAND USE CONDITIONS? (j es REFERENCE FILE NOS.:.gg MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: • TYPE OF CONSTRUCTION: / - .54 ; B 9d�! Alder S- E- vv Y� Yes No TOTAL OCC LOAD UBC EDITION (year): 19g 08m/a SITE ADDRESS _ f SUITE # ) ft de VALUE OF CONSTRUCTION - $ , ( I Scaq PROJECT NAME/TENANT e A_ tc ''Cr (� A LI (pi ) - 1 z,14 L ASSESSOR ACCOUNT # 1 c'� y1 D --c 5 D (commercial) Demolition (building) ❑ Other TYPE OF & New Buildi g Li Addition U T nant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) ) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? L1 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 2 pc12 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER \--- l -2 V1-) ,Y, }. r • PHONE [ rL 11-22 ADDRESS I'Z (_?)e. (left ���� d t ' )U 3_ �.( 1I('vLtP > 1 �js'C:0 CONTRACTOR . 9 , c „ roc iy; PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # ti �� r (� rte! tray '- EXP. DATE .) -S i ARCHITECT 01.cf r t 1 S�,1 C l! PHONE 9,,..) ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER CONTACT PERSON 9 PRINT NAME ADDRESS DATE APPLICATION ACCEPTED 0 Division BUILDI13 PERMIT APPLICATION X. L �{ 7 L o 5, / 7 AMOUNT: RCPT # BUILDING PERMIT FEE CHECK FEE k PLAN BUILDING SURCHARGE• DESCRIPTION DATE OTHER: .TOTAL I HEREBY:CERTIFY:;THAT 1 `HAVE READ ;AND: IrXAMINED. THiS :AP.PLICATION. AND: BE. TRUE AND CORRECT, AND I `AMAUTHORIZED;;TO THIS ;PERMIT. BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT DATE DATE APPLICATION EXPIRES KNOW PHONE CITY/ZIP PHONE SAME APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. 77,-// c16_ 1 ,j COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number • Two sots (2) of the following:: Specifications Structural calculations stamped by a WashingtonState licensed • engineer Soils report stamped by a Washington State licensed engineer Topographical survey, Energy calculations stamped by a Washington State licensed . engineer or architect Legal description :. 11 Working drawings, stamped by a Washington Stato licensed architect, which include: • Site plan • Architectural .drawings • Structural drawings • Mechanical drawings. • Elevations • • Civil drawings • Landscape plan ... n Completed utility permit application (one for entire project) Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements RACK STORAGE Completed building permit application Assessor Account Number Two (2) sets of plans; which include Building floor plan: showing • Entire space where racks will be located • Exit doors : ,; • Dimensions of all aisles Li Tenant space floor plan showing rack storage layout; aisles and • NOTc: Include; dimensions of racks ( height, width and longth), aisles , and exit ways on plan. ri Structural calculations stamped by a Washington State licensed engineer (rack storage 8'. and over).; RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS • Completed building permit application (one for each structure Legal cdescription. E Assessor Account Number ^� Two sets (2) of working drawings, which include: Site plan (On plan, show closest hydrant location • Foundation plan Include access to building; showing • Floor plan :; : width and length of access.) Roof plan.: • Building elevations (all views).:: • Building cross-section: • Structural framing plans Washington State Energy Code data. SUBIVIITTAL CHECKLIST Completed utility permit application Cl Six (6) sots of site plans showing utilities: NOTE: Building site plan and utility site plan may bo combined, See utility permit application . and checklist for specific. submittal requirements. Additional topographical and soils information may be required it unique site conditions. COMMERCIAL TENANT IMPROVEMENTS :':: Completed building perrnitapplication (one for each structure or•• n Assessor Account Number Two (2) Sets of construction plans; which include • Site plan; • Location .of.tenant spaoe •. Existing and proposed parking • LandscaPe'plan (if 'appticable, i e.;,ohango of use Overall building plan Tenant 1ocatien • Use of adjacent (common wall) tenant Ovorall.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 wail, and walls to be demolished, Construction details Cross. sections showing well construction and method of attachment for floor and ceiling Structural calculations stamped:by a Washington State licensed engineer may be required if structural work is to be:done (2 •': NOTE: If any utility work is to be done, submit separate utility permlt application and plans ; REROOF Completed building permit application n Assessor Account Number Narrative describing existing roof, material being' removed,' an material being installed NOTE: A certlficationletter is required prior to final inspoction and skin-, off of the permlt • RESIDENTIAL REMODELS Completed building permit applicatio (one for each structure Assessor Account Number A■TENNA/SATELLITE DISHES :. Completed building permit application Assessor. Account Number. . Two (2) sets of plans, which include Site Plan (showing building and location of antenna/satelllte ;dis beta: etails antenna)satellite dish and method ofattachment Structural calculations tamped b a Washin Sta te licensei engineer may be required Two (2) sets of working drawings, which Include* ..Site plan: • Foundation plan s Floorplan • Roof plan:;::;;::. :Building elevations (all views • Buiiding cross- section .;Structural framing plans .: NOTE If any utility work is to be done p rovide. ut ility per a :.and plans must be submitted, REROOFS Completed building permit application Assessor Account Number. Narrative describing existing root, material being removed, and material being installed, NOTE: A certification letter Is required prior to. final Inspection anti alga PERMIT. NUMBER DATE ISSUED /EXPIRED PR OJICT NAMFJADDR4SS TYPE OF .PERMIT.::: RM T DATE :. SIGNED OFF L l _ 1 "' ct 1 r . r o a Lc* _] S eW - er a ,. 6Ln .`7 .S l50 P P (A- I-co 5rt3ar9oo■ Lo 1 cvt e . 1� -���er 9(0 a �a tEO pi wnlrt Q33111 5 - 1 `- Q. us_a3frgi ll- v --•q 'fir0arkoon L3 Lid PSI t'eti n • � (n o�I , � [So P I 5 l "�a �c�is�a� t t - 1 - � k 6 i�� d 4 0 � o L-c 13 PI C' Uri L � ` • -a3.1411 5 _ a3 q L t _. (- cl.l 3r i cvion n o "�" 13 5�ornn ara'krr S S 5 -1'q a-a3u- _ l l -a °P ` r. • • 5 o q Lot L3 -ev..i -eir 1 s 0 P l 5 - t o relo -a3sg1 1 l _ 1 _ 441 15(kya,00n Lo&\- l� �, od Y 2t • r Q u1 3 (5 ( P1 5 -1 * -a Lh 3n -a) 11 -.1- Q � t5 f i a.t1.o4 n L 15 L - s 0 . > �' - 1� (l - ( -ati Pr '- 46° — 5• l 5 P( Curio C r _ o 5 E) ,� P I Skorn 5- I- Q� Se .o S brain { . - 0 -to t _ ( �. c 1 E51 &door\ Lot 15 (5 PI .eu►sqr 3o ,,,:kcr -p-atio l (,. co r''� y ad.vo n 1 (,vv -t-Pr ISO 5-- ( q a , • t�eti UTILITY PERMIT LOG 1 rrER>~ar ( t1T1Fr , THA T 1 rtAVE: READ THIS: APPL ICATION AND KNOW :THE; SAME TO "B TRUE " AND CORRECT .>: Applicant /Authorized Agent Signature: Contact Person).,,, ECEIVEC (print name): OF 7- UKINI A Print Name: Address: Ski-' 0 9 1 Date: Phone: P ERMIT C - Phone: Date Application Accepted: C) ` �/ , 9' / Date Application Expires: `�?--- CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 NUMBER: Phone: (206) 433 -0179 PROJEC;i' Site Address: 2,6 S 15(3' P e INFORMATION Name of Project: f an / i 7 Lo-1 t5 y, Property Owner: ��! >� 2 . u��y �� i ye Y7 Phone No.: �IIQ 2 -1 I Z 2 Street t, Z( I- i?.t_ l ,(J 4103 City /State /Zip: !l? 1 Ie vut mil, )a 0gOU' Engineer: Phone No.: Street Address: City /State /Zi • : Contractor: `j/' m e Street Address: King County Assessor Account Number: .'C C D PERMITS REQUESTE WATER;METEI DEP...OSIT1 :REFUND /BILLI ❑ Commercial/Industrial MIsCEt_LANEoU INF,ORMATIO King County Assessor's UTILITY PERMIT APPLICATION ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) – No.: Sizes: ❑ Flood Zone Control ❑ Grade /Fill cubic yards ❑ Hauling • ❑ Landscape Irrigation ❑ Moving an Oversized Load U4, Sanitary Side Sewer – No.: ❑ Sewer Main Extension Private ❑ Public ❑ Name: Street MONTH LY< >` >'> Name: BILLINGS TO< < > <`' Street ❑ Water ❑ Sewer DESCRIPTION OF PROJEC ❑ Multiple- Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Office ❑ Retail valuation of existing structures: $ ❑ Metro ❑ Standb 1E, Single - Family Residential ❑ Duplex ❑ Tri • Iex ❑ Warehouse ❑ Manufacturing ❑ Condominiums ❑ Church ❑ Hospital PLAN CHECK Phone No.: City /State /Zip: 51 Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ f2" Water Meter / Exempt: – No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent – No • — Sizes ❑ Water Meter / Temporary: – No.: — Sizes* ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Apartments ❑ Other: ❑ School /College /University ❑ Other: Kj New Building ❑ Remodel/ Square footage of original building space: Square Addition Footage: 1-0 "Z Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHEC( 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 SID1 EWER O Type of pipe - con ce, 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. 1f the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF T UKWILA 62(0 SOUTIIC/ NTER BOULEVARD, TUKII ILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT: -C? C O C,S MEMORANDUM ,SQ,pk -Q rc b it G L I g q - ,56 3 o,doon Lod- �5 61d P-erms-t Pion Check 5oLe.cx Sur Ch0.r9Q- a :� l'IIONIi p (061433.1800 Gary L. I al:Damn, Mayor `7FY5iL f(o PAN I 4 719 t)\)-ai;y aog r64 (Q4 (S _ 13D) aqL, 010.8Q, IA u 1(o.10 — 5314. 15 ,sa f CITY OF TUKWILA BUILDING DIVISION 6300, Southcenter Blvd., #100;.TUkW116; WA 98188 roe : rit :..,, ypeo ns• • ., . # / a••• I I • ,a. a. P •A AA re : " 1 -te a .: i Sp: al nstructions: Date "a i Q (f A ' (00 Bu: COMMENTS: Inspector: Approved per applicable codes. Q Corrections required prior to approval: PECTION ‘.1:1 664 I RMIT (206) 431-3670 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • i► s i � 1 �! i f ype o nspe • �� 1s9 ..- I � . t e a =a: 1_ ,...0.,r% Specie Instructions: Date Wanted: /— q flIO p.m, Requester: e. o t o P'ne o.: Cy q Q INSPECTWN NO. CITY OF TUKWILA BUIILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMfC NO (206) 431 -3670 ❑ Approved per applicable codes. (Corrections required prior to approval. 'C OMMENT S : /Lwm, of +iJGs 1 i4 C L Gkon.LT GN1SICe It.49A& 13AR•tir • >r 11E7 N e e' Bet-6 j ' o i 9 i inspector: :: i � . Date ? - (` 12, p $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at . 00 Southcenter Blvd., Suite 100. CaII to schedule reinspection. .CITY OF TUK1AlIL.A B(11� DINapiviSION 6300 Southcenter Blvd. #100; Tukwila, WA .98188 (206) 431 -3670 Date Wanted: Requester: Date: s PERMIT nspecto Phone,No,: Approved per applicable codes. 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. ,Prior to reinspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. COMMENTS; CITY,iOF` T.UKWILA `BUILDING ,DIVISION:; ` '. .6300 Southcent ©r, Bivd #100, Tukwila; °WA 98188 PERMIT NO (206) 431.3670 Approved per applicable codes: . 0 Corrections required prior to approval 0 $ R PECTION FEE REQUIRED. Prior to reinspection ;, fee must be paid at tmeobtlicenter Blvd., Suite 100. CaII to schedule reinsPection., roe r�lf�Y1 �7 �,f� � .Y,pe o n s pection :�.:...:.:: <,; , ," +.�1,;3 ,,: Addr ess:. ' �, _ —45. Special D - 2 .f `,�2' Requester Phone No.: COMMENTS: • nspect • Approved per applicable codes. INSPECTION F EC ®RD Retain`a copy with permit CITY OF.,TUKWILA•BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. A AMP_ i 0 I M ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. t;.:off►. 'SD CITY OF.'`TUKWILA.BUILDING DIVISION'` 6300,Southcenter Blvd„ #100, Tukwila, WA ,,98188 Special Instructions: Date Wanted Requests Phone No Approved per applicable codes. ❑ `"Corrections required prior to approval: COMMENTS C7 $30.00REINSPECTION FEE REQUIRED, Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection: Ad al CITY OF TliKWILA 6300 Southcenter Blvd,, #100, Tukwila, WA 88188 Inspector: A WA, I nstruct ons : Approved per applicable codes. COMMENTS: 1. NSPECTION.,ifiECO Retain a copy with perm Date Called:: Date (206) 431 - 3670 ype o nspe� ante 2 -' /20 , 9z . am. 0 Corrections required prior to approval. [� $30,'0O,REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece . `o.: 'Project. Type s Address. C it,) PI' Instructions: Special Instructions: ' Date Wanted: u — .. a r I V a.m. 11�11�✓✓�rr Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 - 3670 O Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTIO EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. COMMENTS: • ( _ i ST)9'1t- N c...k.T.S. o A 'NI C Nc , /4 laid C(3 . z. Ao 2 mole. bieil CG 5 - TO ,Q.o F 7 .. u SS 3 PrOV 1-1( P 5 u P P o zr,S -moo v►,, , 1,,A c,lc5 I . te a e': - 1'0 A t e (LA PT>r1'L.. . 4 \ 1 9V. A 1... ) rt erdfc -- S 1-Fc -i"M FOG W Nett.t / SWt,•�^it..5 .(L.L il tAP 65Lu C6g.ry � 5 rn A6ib - A-- P,j Q- el Ru° bLnUt- w,) -c. 4. ►2.r1r. to ni -3�'�t /34-fl - 11 ► 1 r / ale.. Pow ,J Gq*ti r t7/2-A-4- cAr..1 Li hfC, ,-o ,444...e w P 'neNo.: C.. -.. (t- - 3o liysctc# w1r,d A- ►rZs PACc_:. b t?pMI,J9 uP PcL.L..51.4 ►N J EILS AIVp a EN Prtr_ - wilt... PfPJ Nd SCi,J►RE' (»ACk or- of CtfitNrnpY - Nr. /0 NM L• ez.40 fL...Sd r si5 / N Fes►^ t t..H /Lao m. . iitt G l I 9 ' I 4 1 Ypeo nspecto • it v......1:: riti i � I . te a e': - ,-. Spada nstruct ons: I aF,Z Date anted: _ _q Requester: P 'neNo.: — b P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Ilnspeclor,/ Q�.. -- INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: -S-V2- '2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt Dale: COMMENTS: ype o nspect • n: r - !'K it j 1 ) . ceCu. ILLS POST'S (N L.t Vt rJG IZ-tsd TO Date Called: F vz A iJ✓l 6E"'. e'A r k 1-10v-SE ou5 E rc F50 rJGS. 19 IQ 1 L 12.666 -- ' IzAAS.S 'S (1J CS IN 1- a p.m. a Requester: Phone No,: _ r o o :: cte- / ype o nspect • n: r - !'K it j Address: ?)-(A- Date Called: Special Instructions: p ia Z oe=- ?.-- Date Wanted: 2 es_9 l a p.m. a Requester: Phone No,: _ SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. I lnspector•. g7.7'. ...:-„^s.xstiw^r'1''rr►^x1,1AV M.^^cw ^Ivr∎∎••••. `,r-^ -.._..+;r 1206) 431 -3670 ❑ Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ecept `o,: ••-:1 SP 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. COMMENTS: Inspector: Dat _ ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: I. ct: • / ` j / I ,' p / Type of Inspection: , • / • . 4 _ S . /: ,/I -te a e•: I ... fro, f . Sp al Instructions: Date Wanted: �-7 /"'ti r'f q l m p.m. Requester: k ti Phone No,: 9 _ 7 / SP 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. COMMENTS: Inspector: Dat _ ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: — Roject: AI J•" Type of Inspection: � ... -- I r . ' ' ress: ' late a e' Special Instructions: Date Wanted: ,'- /0-47... am. Requester: Phone Na: py.£'atse r•ka s -v:� kpl ye„ tgirrA 7r,r'- Lr'Ytm'm� ;m — .` +'r-F� >, r Aua ""r'" INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 14Approved per applicable codes. COMMENTS: 4 e.. aMr `. 660 //s 6036 PERM' NO. (206) 431 -3670 0 Corrections required prior to approval. Inspector. / i Date; 1---/(44 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r ecept No.: TDate: 'roe ; / •I .re /. f1 / 5 1 / / . fy•: ' �r o n,::cto te a :, :lz ...,,/ 3...... I f Spedal` nstruct ons: �,(�- S Date Wanted: _ r2~ 1 / a m . Requester: I�- Phone No.: g q ...... 7 /l/03 �y »td�ta ; :rrryg r zri c.n. rr to,, < - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: — 6 TS e l k , f S V!7'' 3A Padoz. -- /G r� 3 - . r� 1 ' � D nfrre 2.. I - .1 5 ,L... 1 3) 5 7' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to.reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r PERMIT No. (206) 431 -3670 Corrections required prior to approval. 4- IV M�t � awnd(Aiax, Pe o nspe �n; /Dell/ Adc t 6 � Date Called; ' ._. — q 0 Sp Instructions: Lb T , Date Wanted: i 1 — ca _C (. _ Requester: p rib_ � , , f Phone No.; 6 (-1.- 1 s. o. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V , Approved per applicable codes. COMMENTS: (inspector: erragnO.: (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -tee: / / 2 2 ( ( 'ate: 2( 1 roe : �. • •r OA Lot I. ype o nspe on: . F •. A . Niiim Sp—a nstructions: r •' ° �. eta Date " anted: 1 1 p.m. Requester: rr •neNo,: !4;.kt7'7 urr�r r• r. r.., .yt.iyawr:. �v- ^.,�u;; I'SP 10 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Recept No.: yy.X;urn,..e INSPECTION RECORD Retain a copy with permit Date: <63(0 Approved per applicable codes. ❑ Corrections required prior to approval ;f COMMENTS: G] $30.00 REINSPECTIQN FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd.,.Suite 100. Call to schedule reinspection. CITY OF 7'UKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -389: Brigadoon Lot 15 5630 S 150 P1 PHONE N (206) 433.1800 Gary L. VanDusrn, Alayur THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Wit . 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. Brigadoon Page 2 10. All wood to remain in placed concrete shall be treated wood. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 ■ 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431-3670 11 12 ■1 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5630 S 150 P1 Lot 15 c BUILDII(3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING (jS3D PERMT NO. DATE ISSUED: PROJECT: SUITE NO.: Brigadoon Ridge CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 (INSPECTOR COMMENT SECTION ON REVER All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place, 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. O„4,90 LAN REVIEW COMMENTS Plan Check No.: ( -- 3 ' Project: eV1.71Ct 00 t . L 04 1B No changes will be m the pl ans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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. ny 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). 0 17. II construction to be done in conformance with approved plans and equirements 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. otify the City of Tukwila Building Division prior to placing any concrete. his 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. II wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings V 2. Foundation 3. Slab /Slab Insulation `C 4. Shear Wail Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 3< - 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wail Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final NZ 16. Public Works Final 17. Building Final LAN REVIEW COMMENTS Plan Check No.: ( -- 3 ' Project: eV1.71Ct 00 t . L 04 1B No changes will be m the pl ans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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. ny 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). 0 17. II construction to be done in conformance with approved plans and equirements 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. otify the City of Tukwila Building Division prior to placing any concrete. his 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. II wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. PROJECT SYSTEM t 1.4.. 1 S Sizes k0 TAg REP•C -1247 Copyright NEB? 1983 Filenaaet .. Test Dates ...74. Duct Area Total FPM of Vertical Readings r Total FPM of Horizontal Readings* Required ROUND DUCT TRAVERSE TEST REPORT Actual Total FPM / Nraber of Readings s Average Velocity locity I Duct /g Arrta s C.F.N. C.N. final S.P. •1 / 0 MECHANICAL VENTILATION INTEGRATED FORCED —AIR VENTILATION REQUIREMENTS PROJECT: R ►e.. n or .6, , - , - A D D R E S S : 4-1r, -4o ‘ z;(51v p L . LOT # 1< 1. INTERMITTENTLY OPERATED, WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONSTRUCTED TO HAVE THE CAPABILITY FOR CONTINUOUS OPERATION, AND SHALL HAVE A MANUAL CONTROL AND AN AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER. 2. INTEGRATED FORCED —AIR VENTILATION SYSTEMS SHALL HAVE A 6 INCH DIAMETER OR EQUIVALENT OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN PLENUM OF THE FORCED—AIR SYSTEM. THE OUTDOOR AIR INLET DUCT SHALL BE EQUIPPED WITH A DAMPER, OR OTHER DEVICE THAT REGULATES AIR FLOW TO A MINIMUM OF 0.35 AIR CHANGES PER HOUR BUT NOT GREATER THAN 0.50 AIR CHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. THE OUTDOOR AIR CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER. 3. THE FOLLOWING CALCULATIONS DESCRIBES THE RANGE FOR MINIMUM AND MAXIMUM AIR CHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. AREA OF HOUSE X CEILING HT. X 0.35 / 60 = MIN. CFM REQD. AREA OF HOUSE X CEILING HT. X 0.50 / 60 = MAX. CFM REQD. THIS HOUSE: VOLUME 11 CU —FT. MINIMUM CFM `_ of, MAXIMUM CFM = )`—E43 THE DUCT DAMPER HAS BEEN SET & TESTED IN ACCORDANCE WITH WA STATE VIAQ CODE TO REGULATE THE AIR INLET DUCT FLOW TO ... k r-, 9 CFM MECHAN ICAIr-I-NSTALLE -R F1*. L G 1 NAME: r (\ r'r. G.c.J COMPANY: r 1l /C- I)t„lt• L. - 11'1 ILL. .f. C ADDRESS: 71-7)-7 Dt'i R J t c LO c �VT 7 C.C. 0 f �•4l IO SIGNED: �✓ltr1/ DATE: s'/ ,,.r. • (. .9UL.ATIf »I OMPirIFI OI TION (THIS CARD IS TO REMAIN PERMANENTLY POSTED IN A READILY ACCESSIBLE LOCATION) THIS IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS WASHINGTON STAT ENERGY CODE, CHAP. 51 -12 WAC, REVISED 1986, AND APPROVED PLANS, 1 HAVE IN- SPECTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: Lotxe Wotthinic Plan 7190 LOT 15 Address of Property ROOFS Type of Me1eriri Manufacturer Thickness RVo1un EXTERIOR WALLS Type of Material cot' taint esd /n.C (..0 tI VGS BATTS: Typo of Material FiBEF.GLASS BLANKET Manufacturer CEPTAIt1TEED • _,.._...., V 76 Sq. FI. C•vu•1: - — (Or trade name) BLOWN: Type of Medal Enerwool — _ Manutacturor Enercon Thickness 11 1/9 No. Bags 33 44 WI/Bag' . ' - 1049SOFT Cover . .. T .. (Name • • • • - • _. • - -- — ., • . ... ,....... FLOORS Typo of Material cortainteed /r7. C SLAB ON GRADE Type of MateriA Manuiaduror T c loss 11 Value Width of fn!ulalion hobos. (Or trade name) FOUNDATION WALLS (if required) Typo 01 Material Manufac1uror Thiokol R Value (Or trade porno) DUCT AND/OR FIDE INSULATION Typo ofMalorial1'hermacell Manufacturer Same Thickness 1. 1/4 RVaiuo 3 (Or trade name) — - -- _ HEATING SYSTEM Tme+ of By;.lem Manufacturer �] NIGHT SETBACK TI IEPMOSTAT INSTALLED • I-EATING SYSTEM INSTALLED TO NO MORE THAN 15076 OF DESIGN LOAD [� GLAZING • ALL GLAING INSULATED GLASS OR STORM WINDOWS PROVIDED • WATER HEATERS - ASHRAE OW -8() LABELED p WATER FLOW RESTRCTORS • ALL SHOWERS LIMITED TO 3 GPM [] t4FI.TRATI4)N • DOORS Er WINDOWS WEATHERSTRIPFEP Ofi APPROVED BYASTM 283.7$ INFILTRATION • ALL OPENINGS IN EXTERIOR WALLS CAULKED OR SEALED (] F1W_PI.ACES • t7UTSIDf: AIR VENT (SDC SQUARE INCHES) WITH DAMPER TO FIREBOX SLAB THERMAI. I ACJZK CREATED VAPOR BARRIERS - INSTALLED PER CODE REMARKS (4 dosir .d) ea a Dale and Plat* By S Thy !~' 1 rlGE1>.lar.t) Sub•confraoor (Insulation Applicator) 1nsulguard (Insulation, Masonry. elo.) (Stale 'SAME' N same as General Contractor) Data and Place 4/2W92 (Or trade name] —.M --" — Manufacturer car to 1 n teed /O. C. Thickness 6 3/9 f3 Value 19 (Or trade name) ' MWhlrrAolurer Cortainteot.1 /L7,C, Tnness lc9 6 1/4" RValuo 19 m (Or trade haoj- - -. —._ —_ -- — -- • Thioletess 10" RValuo 30 Input rwny Bid Permit No, Output 1 CERTIFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING 15 TRUE AND CORRECT. General Col iirador (Buil d ) _ l� tJ, r(C - J J”G Contractor's Rog. No, 22 i (.41. y tc TIlle ate• fe l t Corrector's Rog. No. IUUSUL• • 110CH Tile UwCi 0 fit r r:spPYt7CnTS7..f7N-uC;PC70 P40P796 r 7 7/4 4 "7/7//t/ r TY OF TUKWILA tiolil:A;10111NB) OCT 3 I 1991 _....,,............... ..... CI TY DEPT. ........._ .... P.01 LOTZE WORTHINGTON lateral analysis LOTZE WORTHINGTON GERRY4SLICK4DESIGN4GROUP ^A08796 P.04 TEL No,206-454 Oct 30,91 17:23 No.001 P.04 ‘REQUIRE1 PETER key plan shear wall requirements . LOTZE WJORTHINGTON GERRY +GROUP 940979E nailing material shear wall schedule lateral analysis design criteria holdown September 30, 1991. Robert 13eneclict.o City of 'Tukwila, Planning Department 6200 Sollthcenter Boulevard Tukwila, WA 98:1.8Et Re: 131 :igadoon Ridge' We propose to c:omi_l.y with the ventilation and indoor air quality r:c,(1e at this project:, in the following manner.. 1) Install IlroF1n Model 360 Exhaust Pan in the hall. bath. The will hove a minimum 5" duct, a maximum of 50 feet of run and a maximum of 3 elbows. The duct will be insulated to a minimum of R -4 and connected to a roof jack o1: • wall cap. The fan .Will be controlled by an automatic control with a manual switch. '1'he [barn Model 3601 1~an has a sone rating of 1.. 5 Land ,a C.F.M. voting of 100 at .25 inches of • water gauge. '2) Flesh air will be provided thru the forced -air heating system. A motorized damper will be installed to regulate the .Clow of exterior air into the :structure when the fan is engaged/ The duct will be 6" in cliameter and be insulted to a minimum of R -4. The motorized damper will limit the air flow to • .35 to , 50 air changes per hour. . !fickle Lotze 1..,OT E • 1VORTIILNC7'1'ON.(.OA'11'ANV INC, (111:NKRAI,cON'1'Idi1(YPt u • RNA', 1:::'1`,1'1'1•: 1)t•:v::1.OI' \INN'r 12500 13h :I; I:I• :1, I:C,,u). Hut'1'P: 103 • 111.I.I,1 :viii :, \1'A 118005 • I:20(11.102.712:.' • 1''AX 1:2(1(U 454-20711 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 PHONE # (206) 433.1800 SUBJECT: Brigadoon - Lot 15 at 5630 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -389) Dear Sir: 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Fee) This permit has been covered through the original plat approval. Access shall be provided at existing constructed apron. 4. Sanitary Side Sewer Permit (Permit Fee = $30.00) Contributions to public mains have been provided Gary L. VanDusru, 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. 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. Sin rely, 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. Phil Fraser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc :9:brig CLEA OJT AT ELEV. 20300 35.00' 1et ca. . TYPE 11 .1 as t ANN -61.E IA1 -4e 1 155.96 53.5© Le 12.13; 1114'n" rn t f cAfCM 1 TYPE 11. 1E. 205 p EXIeT. 15_¢ 6 =MAN R 96.5 La 36 21'3 2 ai 3 8'1 45'21" 1� EXI6T. m' 1151 LP 8' 66 �Tz .2 .o r 15 1.4111N 110 10 20 1:20 CONTOUR INTERVAL s 2' 40 21J y23" E __ = == LEGEND L.O1 -WORT 1NOTO4 COMPANY" •s'- 220 :/ A 1: • • • • • • • • RECEIVED FIB ,t :.. CITY OF TUI:Wrt UL I .J U I.JS, PERMIT CENTER 1) 5TOf 1 DRAIN AND SEUJER AND WATER 6EPPING SHALL BE CLASS "E3" RANK RUN GRAVEL 2) MIN. COVER TO 13E 12" ON ALL UTILITIES 210 3) PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARD: 4) TOTAL DIRT MOVEMENT TOE APPROX. 100 YP5. PROVIDE SILT FENCE AND STRAW AS NECESSARY FOR EROSION CONTROL. 8" + PVC SANITARY SEWER 4" 4 PVC SANITARY SEWER SERVICE 8" 4 D.I. CLASS 52 WATER MAIN 34" + WATER SERVICE 12" P R.C.P. STORM DRAIN 4" 0 PEF• FOOTING DRAIN 4" + SOLID PvC ROOF DRAIN PROPERTY LINE PROPOSED TOPO LINE EXISTING TOPO LINE 30" UTILITY TRENCH M.F.E. ct M 3,E. M.RD.E, MF.P.E. CATCH BASIN SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY GATE VALVE ASSEMBLY CONC. THRUST BLOCKING STREET LIGHT MINIMUM FLOOR ELEVATION MINIMUM SEWER ELEVATION MINIMUM ROOF DRAIN ELEVATION MINIMUM NON. DRAIN ELEVATION 12809 REL -RED ROAD SUITE 103 RELLEYUE, WA 98005 462 - 1I22 13IENZ -5COTT Architecture and Planning 2100 124th Avenue NE. !Bellevue, WA 95005 &83- 9118 temporary erosion plan plat of west ridge silt fence placement Lot 18 South 150fh Place -.-. Lot Lotze Worthington Company The Plat of West Ridge,„„ Tukwilla, Washington SITE PLAN GEOTECH CONSULTANTS INC MEMORANDUM 13256 N.F both it (N irlhup Way) Suitc 16 ScIlevuc. (206) 747.56;8 Page ±._of Date _J /3D Job Number _897Y r Tax Number —fterni 1bs PERMIT CENTER burton r holt rob hronek erosion control plan utilities recommendations and conclusions silt fences geotechnical engineering report `,1! Mu ua�gtorr This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthington Company Inc. The undersigned does hereby assign, transfer and set over unto City of Tukwila all right, title and interest in and to $15.000.00 (Fifteen thousand Dollars and no cents) of Account No. in the Bellevue Main Financial Center of Washington Mutual Savings Bank, in the name of Lotze Worthington Company Incorporated, with full power and authority to demand, collect and receive said deposit and to give receipt and acquittance therefore, for the uses and purposes prescribed by City of Tukwila. It is understood and agreed that Washington Mutual Savings Bank holds the said account in its possession and agrees to hold $15,000.00 until a release of this assignment from City of Tukwila is received. Signed and dated at 13 of A 195V, ACCEPTANCE Ted - signed hereby accepts the foregoing ASSIGNMENT OF ank Officer for Washington Mutual Savings Bank .Depositor ASSIGNMENT OF ACCOUNT Bellevue 10525 NE 6th Telephone: Financial Cent P.O. Box 426 (206) 464.4855 Bellevue, WA 98009 , Washington, this ,.n't/L, day /420/ Date /4 Date • r ^.3•,.«..w,ri9.,r,.R.Anv r .. r 'x 'k ' y7 o•,77 : N3 ,, , j n,,,t l ,�. ., r: . .aw a ., y + u,, t. ,.; y , IS ISSUED AS A MATTER OF INFORMATION ONLY AND COMPANIES A AFFORDING COVERAGE . -- . ,.:: �:.;. ;:: ; :,•:.., ,;.;{• % :;'<::: -, >':: YiY vp < "0.ir: -• .: :••.v.,. :: : 3 .� . .,v �: v . .:. .,..¢: .v ^�v GENERAL LIABILITY 4 ' 4 _ G GENERAL AGGREGATE I I 1,000)000 AUTOMOBILE LIABILITY I I COMBINED SINGLE S S . EXCERS LIABILITY 1 i I EACH OCCURS NCE I. S I i STATUTORY LIMB'S AS ,''O Y g t` " y''' 4 ���t° WORKER'S COMPFRM'r1ON 3 ; r A r c3o�ir "n`,! AND i I 1 I EACH ACCIDENT $ i ! 1 I DISEASE.POLICY UNIT 1$ EMPLOYERS' LIABILITY j 1 i t 1 t 1 I : DISEASE/EACH EMPLOYEE I S OTHER E i RECEIVED OC ' OFTj KWIL4 ; C / T y E e t , „ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS / ' pERMiI CENTER PF A Mir C 'y • rorFR ).. ..a ,. ..Z. ,yin. a.y,:.'.8' . ''y. r r'J; "•.0.5; , ,( }��f�1f ��'t Tf'/� :� , ,•.; <•;.. ; :<•: .: <• .•a ., .10 D . AUTHORIZED REPRESENTATIVE LU I Gt wU < i rl1N11 UN No .2Ub -L b4 -2U?6 p b'1 .91 8 :41 No .001 P.02 'AK < V ;,Y:,:S # r f .::: ?.f /4S9' f,: ' < > ! }: < y S { >.. >r h %:° iG :F:vi';;; <''i cc ... n�!y: �;,. ':,•�:it15L J� .v. $... y: ^�•i:f "i f: ki ,:2 • !I • I,.'t.'ri .ew w..... ...r... PLAN REVIEW NO. October 7, 1991 PREPARED BY: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT RO: RT B NEIICTO, PLANS EXAMINER BUILDING DIVISION PROJECT : BRIGADOON RIDGE : LOTS ADDRESS: & 17 & 91 -390 CONTACT: MICKIE LOTZE The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 1. AS OF JULY 1, 1991, THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT. THIS CODE REQUIRES A MECHANICAL VENTILATION SYSTEM IN ALL NEW CONSTRUCTION OF RESIDENTIAL OCCUPANCIES. VARIOUS METHODS ARE AVAILABLE TO PROPOSE COMPLIANCE. THE PROPOSED METHOD MUST BE SHOWN ON PLANS. 2. THE PROPOSED DWELLING (PLAN 7190) DOES NOT MEET THE LATERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISION OF U.B.C. SEC. 2517. PROVIDE DETAILS AND CALCULATIONS TO QUALIFY AN ALTERNATE METHOD. DETAILS AND CALCULATIONS TO CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT. NOTE THAT CONSIDERATION MUST BE GIVEN TO BOTH PROPOSED ROOF SYSTEMS (SOLID SHEATHED AND SPACED SHEATHING ROOF). PLANS WILL BE ROUTED TO PLANNING AND PUBLIC WORKS FOR REVIEW AND APPROVAL. THE REQUESTED INFORMATION IS REQUIRED PRIOR TO FINAL REVIEW AND APPROVAL BY BUILDING DIVISION. PLAN REVIEW: OCCUPANCY LOAD: 7 C * D.C.D - BUILDING DIVISION * PLAN REVIEW * 91 -390 PROJECT NAME: BRIGADOON RIDGE, L0 T 15, LOT 17 (PLAN DESIGN 7190) DATE: October 4, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K. RE: CHECKLIST BUILDING HEIGHT NO OF STORIES: TWO FLOOR AREA: 2042 SF DWELLING, 468 SF GARAGE EXITING REQUIREMENTS: O.K. RE: CHECKLIST DETAILED REQUIREMENTS: RE: CHECKLIST SITE PLAN DWELLING HAS NOT LESS THAN ONE SIDE. R -3, DWELLINGS & PLAN REVIEW LODGING HOUSES - CHECKLIST ACCESS TO PUBLIC WAY OR YARD ON SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. V 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 PLAN AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLAN & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. V 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. ZXU<? 1 �` ear iG, c�. cl' 4��' N Ga 1 = HGD F 15"= / 4 4 FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 IN HES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. \o FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). R -3, PLAN REVIEW CHECKLIST - PAGE 2 FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. V FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC .1212 . - ' c) .-- .p SUP -NACU Nicu7C;C, A-1DTID 1 W CAI,.c:ul..o41ot < "Dtke . FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACIILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. 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. OIALUI-InVelO're.AW BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTAB ISHED. 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 BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BYE A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS . STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (c HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. CHECKLIST PREPARED BY: STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE BEEN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. k)tL.L. isAom <a) t.'1, V GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. DATE: f 0 7/ WATTSUN 5.1 Homeowner: Mail: REFERENCE DESIGN Component Floor Glazing (1S% Doors AG Wall Ceiling Infiltration Component Floor Glazing @20% Doors AG Wall Ceiling Infiltration Struc Mass FILE: C: \WATTSUNS \PLAN7190.WS Site: Lot 15 Brigadoon : Seattle, wa REFERENCE COMPONENT PERFORMANCE 420 ENERGY BUDGET 8.84 PROPOSED DESIGN COMPONENTS Description R19 vented Joist 16oc 2G1 Vinyl 1/2" w /Ar Wood 1 -3/4" solid panel R19 INT T1 -11 R30 blown Attic STD baffled Current Practice Light Frame, Sheetrock walls Analyst: Jurisdiction: Utility: 1991 WA STATE ENERGY CODE COMPLIANCE REPORT Floor Area: 1944 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. CITY OF T UKWIlj SEA' a9 19Si PROPOSED 414 Btu /hr -F 8.38 kWh /ft2 -yr Reference Value X Area = UA U -0. 041 U -0.650 U -0. 400 U -0.062 U -0.036 Reference UA Value U-0.041 U -0.490 U -0.390 U-0.061 U -0.036 ACH -0.400 Proposed UA M -3.000 3S 08/09/91 HOUSE ID: Plan #7190 1057 43.3 291.6 189.5 20.0 6.0 2275 141.1 1058 38.1 420 X Area = UA 1057 43.3 393.0 192.6 20.0 7.8 2174 132.6 1058 38.1 16587ft3 (121.4) 414 1944 5832.0 = p g1vw items in parentheses not included in C0MP0NEN "' LiFCV R'1ANCE totals. Page 1 = H2AT[NG/CUOLING/VENT|LAT1NG SYSTEMS Heating System Type: Make: Model: PROPOSED Gas Furnace Payne 376oan048075/ System Efficiency: 80 % Modified Efficiency: 63 % Heating Load(at 44F dt): System Size: Maximum Size @150%: Average Annual Heat: Annual Cost: 27049 Btu/hr • 27049 Btu/hr 40573 Btu/hr 81 MBtu $ 451 Ventilation Type: Non-Heat Recovery Option: Option 1 Cooling Load(at 4F dt): 29665 Btu/hr Recommended Size @125%: 3.4 tons PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION Solar Access: Partially Shaded Location Avg Rvalue Surface Area Vented crawlspace Vented crawlspace R- 8.0 R- 8.0 388.8 ft2 77,8 ft2 PROPOSED PROPOSED South: 98.2 ft2 North: 88.2 ft2 Southeast: 0.0 Northwest: 8.0 East: 98.2 West: 98.2 Northeast: 0.0 Southwest: 0.0 Economic and energy consumption estimates are ,designed for comparative purposes only. Aotwal cost for —heating will vary depending on weather conditions, occupant lifestyle .and other taotors. Page 2 .0)1401K4Viu. /IoE: RE: W.E.G. ACG UliNGbuJS To SE / �4i1, I!= o .qq 4 TIC I6IG roR 1 l.7 L.APJ 2)<C0 - FI,cxx2 Jol • 1 a 2.2x( RI . ' ' S 12O g l I I I rA Tlo FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTUHE3ED SOIL. ASSIUME . SOIL BEARING CAPACITY TO BE 2000 P.S.F. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DF #2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24" DIA. x8" CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOORS JOLTS WITH SPANS GREATER THAN 10' -0 ". 7. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. . 8. PROVIDE MINIMUM 18 " -24" CRAWL ACCESS. 9. PROVIDE CRAW'. SPACE VENTILATION PER UBC. � III I I I I I I IIIIII IIIIIIIIIIIIIII IIIIIII�IIIII IIIIIIIIIIIIIIIIIIIIIII� .II;III► ... ZI ! 3� 4 5I . ,„ No.te 6� I �'° I i 1111111i r1111111 1111111 IIII1IIII it111111t I111111II IIIIIIII( �I l �111�1C 13 -4u t 12 11 X X - 0-116 AI 11 f SE.PARA PERMIT AND APPROVAL REQUIRED i e1 Gam.';. 1/4'=V-0' 35 %o II kt c l c. ic-d! ' Le --' . FOUNDATION PLAN F11..FE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of t i:arl; does not authorize the violation of any ciclopicd code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By �4�Y! Date I 1 ! (f 9/ Permit No (. �t .UJ.)... IM t I� 1 1 ou 4T g u 11 I4 '/" SCR CRL 1L- VctsT' V�NTr �T tC4 - c \ ::: d-L (093 CiA--Zis' 4 ? 6 OCT 1 1991 Pt'cov i. ITy . B OF 0 9 6 ,5 1 CITY ft APPROV [tui _DING DIVISION EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS. HOWEVER. FT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VARIFY ALL DIMENSIONS AND STRUCTURE PRIOR TO CONSTRUCTION. D N 0 0 0 • V 0 1 BEDROOM 2 BEDROOM 3 BEDROOM 4 Q —Ls. a I I 1 /4' =1' —u' g Zf �l 11' !CO GA MSTR. BEDROOM UPPER FLOOR PLAN 41 4t' -1QGo. 131 -o" GENERAL NOTES: (0 11 1. ALL WORK TO BE IN CONFORMANCE WITH 1988 UBC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINI- MUM 70" ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 12" OF A DOOR OR WITHIN 18' OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER UBC CHAPTER 34. GARAGE 0 - 12 ( 3 4 264/P C..19 tee 46 Igoe, 5/8" TYPE "X" GWB i N ALL WARM AND S�RUC- L WALLS. 2 LAYER "• 5/8 "TYPE "X" ON CEI .INGS. 4" CONC. SLAB W/6 MIL. VAPOR BARRIER OVER 4" COMPACT SAND AND GRAVEL BASE SLOPE 3" TO DOORS. LIVING ROOM DINING ENTRY — 14407 FAMILY ROOM O PATIO � 1111 11 111(111 11IIII 1111111 1 1111 1111,11 1111`11 1111111 1 1 .... •1 2 ` 3 4I 51 6 I EI ZI TI I 6 8 L 9 9 fi E Z: i . 11 1 11 1111( II�111111111111111 (f1 1 1 1 11 11111�17 i Jirll IIIIIIIII 111111111 IIII IIIIIi 1 I Nif No.18 04 Wr 8 °4e w� 4( a. 1 I 0 I) 11W= V-0' 2c 1- MAIN FLOOR PLAN I ,u ALL GLAZING TO BE IN COMPLIANCE WITH THE LAT- EST WASHINGTON STATE ENERGY CODE. MAIN FLOOR 1058 SQ.FT. UPPER FLOOR 984 SQ.FT. TOTAL 2042 SQ.FT. GARAGE 468 SQ.FT. TOTAL, C A I Nka ch /o OF TTTrat, Ft- v2 4 CITY OF T!)KWILA APPROVED OCT 1 I EUIL.D!NG DIVISION EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS. HOWEVER, IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VARIFY ALL DIMENSIONS MO STRUCTURE PRIOR TO CONSTRUCTION. Sq Ft: Date: Scale: Plar. No: 7 90 2042 ROOF FRAME NOTES: 1. ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. 2. ALL TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICA- TIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANU- FACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL. BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22"x30" WITH MINI- MUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC . ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECTION 2517(J) TABLE 25 -0 AND SECTION 2510(F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2510. r 0 _1 r 1 91 1 J L J 1 Gllizt01? -71 720h5 ".> 2.4 Nam 1 1 7PL i i y T►z use oo 1 ',PAO 2I 9:› 2 x L Rd 4 / 9 G� J * 2,4 ROOF FRAMING PLAN 1/4 GogittJuotrj 4x12 2 )c r, Iz6FT old Jo(' - pa I J 0 Eve(i uTl- TraY-17 /roaFTer2. A-r \/ 1 L- -"floN 't✓t2- Alz�a u(119 : lo.I1 T'0661- I,A a r 11-N rAt.t51.- 44e:-1 0 1III111111I 11 1 . 111 111I 111 I1 2 1111 1 I1III111I11111 No..b cc £ EI I 8 111111 11111 111111111lh111iilI11 111i £ i111111ll 6 l�l l►�tl �rl� q• 1)00 )( IZ rc.0o2 Jol7`►Z, (4,1/oC, UPPER FLOOR FRAMING PLAN 1/4 •z ) KlO. FRAMING NOTES: Z400 - Mt 11 '4)412 rt oolz Jo( TGi 110 c• 2 2)(1Z 121 1-1 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK BENEATH ALL PUNT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATER THAN 10' -0 ". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1 CITY OF TUKWILA APPROVED OCT :1 1991 1 I_ t_ iLD NG DIVISION ■ hmliiiiiiHilirolmiliii hililittilitil Itrl Go to Ijrii ritilitil 111111 ii1ihii imhitii��l►� ` I�mi ■ ■ ■ u REAR ELEVATION LEFT SIDE ELEVATION I' % X S rk(96 /46 I,J/ G-DIJT t � U X Ca 49lz0 �r2r� 5/4" >e 4 WIIJt7U1,J T►ZItJI 01* pvovz _ go. l r iIrl:Ir.rrril1 i _ . I 1 11 �Z� I ►I, ► Woad hL!I1JUt t% �o Y x 4 W/ Ix h1Ll. e,oldo IX Gn 1 a1 G012u612 l4INI2"I4') ( otrf 1111111 1111111 II 4 2� a r '/4, $ Ovei2 2 )4. g glce I N1. P1 2.x °(4 )c (o Go1Zt ell 9/4II . 4 w ipro 4 Ttzl M 2x3 e- apoyEa- Zx 019 I x b I:A4,xgb W/ Cor:rT Gu r I ZxI?, ! al/ 14/ 3/4 X 4 oven /4-)( S m p 4 JO x 3' r ova- Lx gor.1,? i 111111 FJ I rfr rFr r .� i p t I I . , No.18 , 3 RIGHT SIDE ELEVATION 24 NIbN re IbN &t,e vv veo vm T ki 2xIo rAI Sax 3 eitt.r L_.__ II ❑ El r unun FRONT ELEVATION 44Ifr JO' Nub7T oXT MIt1 24i Altvr; Ni67Mre -rr row' 441ii-1IN !o =o" - k1000 6410 l2 t '17o 11 4 P 72l at.t�t� Lou vrz e+JT 2f d V2I CITY OF TUKWILA APPROVED OCT 1 1991 1 DIVI!O Az. f✓ 15 1 Date: e - i' 11 Sq Ft: Scale: STAIR NOTES: 1 k G pY2j FM7CI,a VI/ z- oo riovous (4v1 `TP1 1 TT121012 kt4U 2XL �1Tt�t7� 16 1 n7)( (41,1 t2 4 ATNIt1 15 F1-T WooO ‘9,010(. le= tc 11-151L. u /vApbe-R ( 47 - 112 . f. W • STRINGERS TO BE FIREBLOCKED AT BOTH TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 8 ". • MINIMUM RUN TO BE 9 ". • MINIMUM HEAD HEIGHT TO BE 6' -8 ". • MINIMUM STAIR WIDTH TO BE 36 ". • PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOT- TOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W /MAX 6" CLEAR SPACING BETWEEN DIVIDERS. - 7r & (1 1-11m4 WAw 1 -1 Gam' 3/8'=1-0' r -- 0 1 IL N !~ -� N L _ , N L ;o 4 -'ITtc, t #stsut,,dc N C &R 1. s 3/4" ( l~. N 1 \iFif 4.06 44- Oki N rLx/ 1r( .S�Th 11 TYPICAL BIJILNNG SECTION 3 / 11 TiWF-LC►jt V 9J A1.ttD N� 1 1_. / 'Zy- I c- 3s : iv • ROOFING TO BE 235# COMPOSITION SHINGLE WITH 15# FELT OR WOOD SHINGLES 10" T.T.W. WITH 30# INTERWOVEN FELT. SHEATHING TO BE 3/8" 24/0 PLYWOOD FULLY BLOCKED WITH APPROVED CLIPS (CCX WHERE EXPOSED / OR 1x6 SPACED FOR SHAKES. (MAXIMUM 4 ").' ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVA- NIZED STEEL. ( I wi r - 2x4. P (A Te "T V6Pe1 Fab 10 2 x el- ', i VnS I c, "oc 1 /2d 1.d t 4/ 112 u it 11 I I 11 1111iI1111111 IIIIIIIIIIII 1 1II11111I1 1II1 I 1 1 1 1 1 1 1 1 1�1 I 1 I , 1;1 111 5I 6I • f i Ci � I I ii�lIilll iliil111 11I111111111(1llIll i►ilui�iioliiii 666t4 = ict t (45014110 N Rip 4'T "Fezcies COE& C121xt)L439Ace c rEe CA .c) No.t8 0`w.4M:7 Z w)i i111tilC1111111111 rL Rnr1 boo J 1; 'Dr 11...ri■VIII.A D EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS. HOWEVER, IT IS THE RESPONSIBIITY OF THE. CONTRACTOR TO VARIFY ALL DIMENSIONS AND STRUCTURE PRIOR TO CONSTRUCTION. t , 0 - 1 1, L IIIII1111114111r(liti .FOUNDATION NOTES: " .1. ALL FOOTJNGS TO BEAR ON FIRM LINDISTUR ED SOIL. ASSUMED SOIL BEARING CAPACITY 'TO BE' - ALL WOOD IN CONTACT WITH CONCRETE TO /?.. • PRESSURE TREATED. " BEAMS TO BE 4x10 in ON 4x4 POSTS (4x6 i;'SPLIDEs) ge DIA. KS" coNc. rAps OPTEP : N.. POSTS TO BE ANCHORED dA1NST LATERAL MOVEMENT. ; 801.ID 01.0f;:K A7 AU. POINT LOADS'FROM.ABIDV,E; • 10 BLOCK OR ORIOOF AT MIO,SPAll OF 41. • .: OORS JOI3TEPWM-1 SPANS GRaA1ER THAN ic, P.00R JOISTS SHOULD BE SOPeOR, TED LATER. EACH 040 AND AT EACH SOPPORT, BY ID BOCK*, pAey:laN011-10‘ AP PRcvED 'i',g*;:is g t: , 1 ifi I ! I 2 3 I jIiirijirrt tiiiit • it . 111 imi 1 1 1 1 1 1 1 1 1 1 1 (11 No.18 Thdni • 4 rpreal x Co RI I-1 42*w - r01 LA 1z6s1_Iai J - I PAPor f-44 1111141Hr • 4 1 - 4 " -79 644 - I 0 .z VI • ■ 4 1. 4F - r CITY OF TUKWILA APPROVED OCT 3 1 1991 CuILDIN•. DIVISION EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS. . • "" HOWEVER, TT IS THE RESPONSIBILTY OF • CONTRACTOR TO VARIFY ALL DIMENSICNS AND STRUCTUfte PH TdcONSTRUCTION. 4 o • MSTR. BEDROOM UPPER FLOOR PLAN 1 /4'=V-.0' GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 1988 UBC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINI- MUM 70" ABOVE DRAIN INLET. 6. SHOWER TO BE LIMITED TO MAXIMUM 3 G.P.M. FLOW. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 12" OF A DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER UBC CHAPTER 34. - f- `-`-- ---- ((I1 , IIlI1LrI �.:�; 1 . +1 �. II�, I�.Ir:a�rri I r 1' .I�,�I1.I.I I I f T n i T 4 . t. n z . '11111111A111111 _ hlIghiffir 8 °40 ° I,,I� S ° Accivo LIVING ROOM DINING 4 PORCH 40' 'L$1 °G.O —1. Nal,r 14/6p 344e0 o io'1}.14 44 ENTRY USE TU R MPT41- nt t-t L - 4:/20V11 tAIP G I!.I. our i t9 41 FAMILY ROOM o ll tt 1!1 tdr1ti 1 th9 rr To 156 KW - " P A5I- j Bu0 , F 1%(z• mo o.. ib -A -& 5/8" TYPE "X" GWB 0'L WALLS. 2 LAYER 1 10 1 L , '4 % (b l ) ! GARAGE 4" CONC. SLAB W/6 MIL. VAPOR BARRIER OVER 4" COMPACT SAND AND GRAVEL BASE SLOPE 3" TO DOORS. - e- ° 041 • rge7e 12 N ALL WARM AND RUC - 5/8 "TYPE "X "ON CEI INGS. MAIN FLOOR PLAN '°0 n KITCHEN RAJA* v-ie* - , Q t PATIO NOOK 12 W411 WIT alt I hi.AUd UTILIT 0 ��t• l l� 6,0I26 ‘20.-F GU I JJla 1 M!)-i• 7 I~ ALL GLAZING TO BE IN COMPLIANCE WITH THE LAT- EST WASHINGTON STATE ENERGY CODE. MAIN FLOOR 10 SOFT. UPPER FLOOR 984- SQ.FT" ,T01 2042 San'. GARAGE 468 SOFT ToY L G1L.D•Z1W -4 Dh is./0 g; . faTAt. Ft zia, AgoA s 1e). $ - 4 CITY OF TUKWILA APPROVED OCT 3 1 1991 EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THESE DOCUMENTS. HOWEVER, IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VARIFY ALL DIMENSIONS AND • STRUCTURE PRIOR TO CONSTRUCTION i EV181014 6 0 1,J” 1 ROOF FRAME NOTES: 1. ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. 2. ALL TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICA- TIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANU- FACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30" WITH MINI - MUM 30" HEADROOM. 5. PROVIDE ATTIC VENTILATION PER UBC . ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECTION 2517(J) TABLE 25 -0 AND SECTION 2510(F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2510. 9 ou. 11 lII� t 11 sill IiL ____ rw pipm MEI 1111.111pr loor 'L x Ce tzar-f -w-- AId1O GL�la J c'j ' 4 t � ROOF FRAMING PLAN 1 14'=v- 0 1 4 )<& TO oNd Gc., Jo( 9 .I 4 71 tl r 4it6 C., GI./ event a To /r 4FT . ATTt& J+J Glarr,ao row- UPS ,zoi - %JOT 117.- p. RztputtgVeg : 10.11 F "Tir G 4 L , ( a . T r at- I Tizem T i' om- - *Wei" <o i Ei T TI I 6 8 L 9 �a ii�lliii 1liih�I1 ��iili�i iiiiliiil liihlll 111111111 1�1I1i11 II11I1111 IIIIIIIII 111111111 IIIIIIIII 111111111 IIrrItI 1111111 11!111 1 1111111 11 11111 1111111 11!1111 1111111 1111111 1111111 1111111 1111111 1111 1 21 5 I 1 No 18 e < "^ 2 x f2 Foot. Jc'I5 (/.i /oU � .? 2.2)( 1Z 1Eit'?. FRAMING NOTES: 2.ZSIZ RIO 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6x10 DF #2 UNLESS NOTED OTHERWISE. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL • •' FLOOR JOISTS WITH SPANS GREATER THAN 10' - 0". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATER- ALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 3 . UPPER FLOOR FRAMING PLAN CITY OF- TUKWILA APPROVED OCT 1 1991 Li?,LUitti.IC1 CiVI;�lOf ;d aZ. '4. It ti OVAL ALL DIMES + ,; Mp ST •. UCTURE PRIOR TO CONSTRUCTION 0 3 I:a I I r r g t 0 r L O J REAR ELEVATION • ')( b rkt96/ 114/t2o 61yr-wiz /.4 AoglJer20 5 /4"y 4 wionow - rgio X 4 14/ 1Y *Mel 12 l y GoletJ12 GosewOtz WInvoiAle, (marl sr sloop 0141,1.* ear RIGHT SIDE ELEVATION 11111111111Meme 2)/ 0. r3a0(00 W4 avoie Irt tz4.14e "4 x. 6044ele V4 x 4 WiP2 m y 6-Ap oVeri- 2x to /361 I y raivaa eArr 401 / 6 /4 )( 4 */0( 1:5Abe 44 I-010 - reib.isbc,* t)( 3 ee.r GVOZ- 4 — 1 13164.-02 1 9 /4 tztat, 14/ 10 "41========ar.......°"" 1 /4'= I FRONT ELEVATION 1 1 ft iuJ T.-4" A'' Tfio 141&40-4 rphir virum 1 • idevo hA I 0 &t. vevir it -7 141/14 • t,buvrze ve4J-r y 6-46 4 CITY OF TUKWILA APPROVED OCT 31 1991 LD , • NG DIVIS .t7 EFFORT . woe To ENSURE 4. ki sib • • •N: ." I STAR NOTES: • STRINGERS TO BE FIREBLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 8 ". • MINIMUM RUN TO BE 9 ". • MINIMUM HEAD HEIGHT TO BE 6'-8". • MINIMUM STAIR WIDTH TO BE 36 ". • PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOT- TOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W /MAX 6" CLEAR SPACING BETWEEN DIVIDERS. • ROOFING TO BE 235# COMPOSITION SHINGLE WITH 15# FELT OR WOOD SHINGLES 10" T.T.W. WITH 30# INTERWOVEN FELT. SHEATHING.TO BE PLYWOOD FULLY BLOCKED WITH APPROVED CLIPS (CCX WHERE EXPOSED / OR 1x6 SPACED FOR SHAKES. (MAXIMUM 4 ").', • ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVA- NIZED STEEL. L BUILDING SECT 12 (2 1 rrr j7>Li 1l i - frr 11. i Ei T II 111111 Iillllll(tirllrii( l uidiiiifiialiiii • CITY OF TUKV ILA APPR01 OCT 3 1 1991 1J IYIIl BiII!.DING DLVl t - pY mow HAS WEN MADE TODOME nf .1' ACCURACY • $E 0O(A t lY THE CONTAA3T6R TO V AU. AND sT JCVtE PRIOR TO CONSTAUOT ✓ 1 g o b " �� 2e2 DROPPED FLOOR 1 / Gt7X pt -Yw9e17 I Uuveg.I,A - r 5;17IN& ;•ie p.QiJ - 2)( 4 1 2TUt't 16 , 0 %2 r1 G-t W ►� -- Z - ex d 13a�6 pc -A-rF. -- W' II }, X to' 4 i.toPeJ 12 f t e ,'' o c 41419 M itJ 12" rzoF/I E'ti1F:', s p�T loot. jowl' _..._ .._ __.. � -1 G UUG hLA;' W/ Co (_ k.14.1"). ova/2- G NIL- vor'Olz 19b1i'r�ifdje ov:r2 412 Gor'1IoaG7" b 64J 2 cigemv6 t. F3bt-,,& • . # 4 F >6,z io C - 4 F` -Ae.y cat -- - — I L a FOUNDATION — FOOTING a... -- _1_- -- 2 X •5TtJtn I,I ioc, I? NUJ- ATIOf -1 X to F> ILATE 3/4j TS co 5ugri,00l2 2y # p:T. Mur> w /.5 )( to Q.,P> e. Sfe,Il oc_I Alsip Mit-) l2 1t2olA °FSd• 2)cF21H 2x Ft-oor2 JoI' (fir✓ pr.crJ ) 47, • lo GAL- UrJL ; o pa (me pt.AN 1 /Z I" I1,Y t4loor) 41z 1x4- lot1eT 4 - X 4 If (4X 1 o # ro i-- ', Pglt✓ v p1ez.1 41 I Z 1101012. 4 p›Aeo c7) A _3491/ 7tJ 171 aor7 f30p4 To DTI tsea rrlr 61g-0► '3 z POST TO BEAM CONNECTIQN ,rlpp;2o ' CR• 6/1 Joi 5T ■41 %8 , Ib ,,Pte. 510 •Ar4n Mgrs I&' F'izot✓I �fsb # 4 1 .6.6 12 oC 140010. 2 - GoNT: to Ftt.. v4PO 2lote h pt.,a..1 • DROPPED FLOOR (029z/vi O' � at,.I 17 P,E,OG IG INCA 2 X p-cojE, AY ID• T(Pv t-- Ut4i. }-10 (f; I�•a►J I x , 012 I/e. rviWoor rtxir (4)(c- aT AFc.t Fr 1l>s olz 6 1 0 $ FL-1 1=1N . Carzz); -So 1 y T� L3-+ B • 10 11 1 BRICK LEDGE 3(4 -r 4z./ e , Wt.vorz 2 X Ft.cole reiz , J I G 1 7T U 0 • 1 eo f2. 1 • Its &ut.A -rlo0 . -. / IImt4r2 1/211 Gt�c Woot7 4e4m-1: WA I 4 reL mir2ort,A.Yti cT • . hI t71 k' X12 Pt At`f 1 IN01,ATie, 1 9/$ iv G %o/lOG 41,'Q 12 U rie-ot✓1 &s,G. 111.(Y2. # 4 fts.rz 121100 Aole(oarrisu , G vapor? tar- f'elr✓2 --- • 2 - # 4 13ae colsT. -- j L ir ci�ht i►iltII 0 FOUNDATION - FOOTING iialu�iliiidiri 1/kil nT, Pt.Yklooi? I 4V rw'r ut•tF; L 4 L(Mes.1T /){(o ' lr7i 1 Co tjfz IG IG V66146612 2x61 11,4 2 x IzIM Jo17 2x& p-r. HIV hill, 2 Ftweve.• . g 1111 111' It ' ' I' I' II ll 'I'II I , No.18 F l /2 11 6i4' C b21I--160 14644. 2 x 4 Ito oG 2- 2%4 I G tziVo pits eifooc, 2- 0-4 0ossT. 4II Ge ND • fi eo ‘46rbe ogre tog ovgq. 4° GO1 1PaGT 4 2A09 i*i c're-AVOL• I A4, 2- 2)c — p t4c.g. I Neo AT Au. j 4.PA • I?aT 47 61.AG4fU1}4A 1 /2 11 MN• 24/o Kf'• o\fEr� IGY>Ket�•t✓t.lt7 1-160r7 - rb Tt✓ Gdf.1IS G W I TN M I rs 3 ry e. VP . PL ATc2 (fsA I . SN E A T N 11-c , To t%4G I-1 PLATT ) h/b"4' 444c Note. Nat. W/ MIr-s - E; Fire Uf, 'cr 2 ToNet-e 140. 2 - r . FOUt4t7AT1CIN F 2. 013C. S�c.T ZR t o QNw 140 21 -A . • CONTINUOUS FOOTING Ito MK TYPICAL LATERAL RESTRAINT TWAT k2 Dl2 l %'A.2 G1411. -160 �. h E'fbU , �l.A�iN 1 I.tb1 2 X Ttza6 Tet2 t iG Jo ltv - T? x (Ma.T' v- J ) -� Rt'p.Trt�o 1 1:th,TOP W/ I/ Y ooldTw _,zl o ire ro 1211-1. 2 x' 'rru17 ? 160 2 x40 2)( Jot --= 2 x - Wvs-r ' i3.• 0 i• 1 1991 ��,, , C: DECK TO LEDGER CONNECTION 1,: • MY OF TUKWILA • ., i1. y i .APPROVED p;:riMtrC� rya ai as 0 m 4) CC J