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HomeMy WebLinkAboutPermit 6837 - Brigadoon Ridge - Lot 17 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. 6837 Brigadoon - Lot 17 5612 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. 6837 91-390 brigadoon ridge lot 17 5612 south 150th place brigadoon ridge lot 17 6837 TYPE OF CONST.: V -N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: UTILI PE REQUIRED? Y Yes ❑ No (through Public Works) Sprinklers Detectors 0 p 0 f© WA ZONING: BAR /LAND USE CONDITIONS? ® Yes ❑ No CONDITIONS ( other than those noted on or attached to permit/plans) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (p% SITE ADDRESS PROPERTY OWNER ADDRESS CONTRACTOR WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS f Lo4Ft: .14.11..«,.,.«,,., SQUARE FE0 ODD, LOAD 5612 S 150 P1 Lot 17 PROJECT NAME/TENANT Brigadoon Ridge Lotze Worthington SUITE # TYPE OF ip New Building ■ Addition f• Tenant Improvement (commercial) i• Demolition (building) ■ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Construct new single - family residence. 12509 Bel -Red Road 41103, Bellevue, Lotze Worthington WA ADDRESS 12509 Bel -Red Road 41103, Bellevue, WA Gerry Slick LOTZECI14605 BUILDWG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) . FEES BUILDING;PERMIT: 77:6 � 00 3f0 BU.ILD.ING>SUR : H AR :> <.:' • .. .. . CM . GE:<�; :;� >:`4: >5.n`` :fin :� -..� 4 :, OTHER : >,... :.,.. _TO.T:I PLAN CHECK NO.: 91 -390 VALUE OF CONSTRUCTION - $ 138, 529.00 ASSESSOR ACCOUNT It 109990 -0170 PHONE 462 -7122 �Z1P 98005 PHONE 462 -7122 ZIP 98005 EXP.DATE 9 -25 -92 PHONE 840 -9802 IZIP O004,.00CE• .: SQUARE FEET OC C. LOAD SQUARE FEET OCC. LO&D SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD TOTAL TOTAL SQUARE FEET 000 LOAD APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work, I am authorized to sign for and obtain this building permit. /J,a(9 iv is permit shall become null and void if t! uance or if t work �s suspended orax BUILDING OFFICIAL DATE: DATE: Jo / 2/ COMPANY: / Yar,l � 71 , )t 4 /N N . e work rs not commenced within 180 days from the date of andoned for... a: period of >180: days from fhe last ins ection. . .............:.......: � ::444:4:.::..: ;, ;...::.::........:: >..:: DATE ISSUED: PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 5 3RD NOTIFICATION BY: (init.) l o PLAN CHECK A\IUMBER • l �3g c� 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. O 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 OCC. LOAD SQUARE FEET 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. E IN t7ATE AP, 10.1 t R• PARTME k?CBUILDING - initil review FIRE "PLANNING PUBLIC WORKS 0 OTHER g BUILDING - final review PROJECT NAME by-1 a d r � SITE ADDRESS S ITE NO. 17 REVIEW COMPLETED /0. Z ' �( INIT: (ROUTED) 10-'1-11 R.. /04 INIT INIT: INIT: INIT: BUILDING APPLICATION TRACKING RE QUIREME NT CONSULTANT: Date Sent - FIRE PROTECTION: FIRE DEPT. LETTER DATED: REFERENCE FILE NOS.:. MINIMUM SETBACKS: N- S- PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: Seel: 8't Date Approved - Sprinklers Detectors ( ) N/A UTILITY PERMITS REQUIRED? (i4Yes f ) No INSPECTOR: ZONING: J-- BAR/LAND USE CONDITIONS? UBC EDITION (year): TOTAL OCC. LOAD o8/17/QC SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT 'f i:laa C:ISY "1 c. e - L c1 ASSESSOR ACCOUNT # i0(lC1C1U .• orm (commercial) 0 Demolition (building) 0 Other* TYPE OF Q New Building LL Addition Li Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: rr ..�i r le tiCt Y') t k) Qi;'<,• amC f 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: 7 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 3 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER \ —.- E \,l�L v�fi1�1 t� (1�1� PHONE 2 'j l % 7. ADDRESS \2CCx )ci 9I'1 •- t LCI Q1 .c 0( ■ 03 , G( U( lA.Lt.- , l.2 } PHONE ZIP0`6 CONTRACTOR <;(x_ nc ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE it L 1.0 i_ 0 \ i , I u uc ... „ EXP. DATE G S ARCHITECT C1{.(1,L c \ i PHC)NE SA )G 4,1,0 Z ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER CONTACT PERSON c / -) / 3 (i ADDRESS \ ;)-501 PRINT NAME 0\ --E) \ z.e BUILDINJ PERMIT APPLICATION f -4- 7 I ' AMOUNT : .RCPT.# DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: TOTAL tier) : x ::DATE `- i;HEREBY CERTIFY THAT.I, HAVE READ'AND'.EXAMINED THIS'APPLICA'T1QN AND KNOW THE SAME T BE :TRUE`AND CORRECT `AN I M':AUTHORI -, TO APPLY FOR THIS :;PERMIT: BUILDING OWNER SIGNATUR I1 , 1� — DATE cr OR AUTHORIZED AGENT S 1/4;t1 , Iv3 DATE APPLICATION EXPIRES 4 % e PHONE 4 (0 a - 12 a- CITY/ZIP t) nit t.K? PHONE A (p . - \ �� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 03/113191 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for: each structure Two sets (2) of the following: I RACK STORAGE'. Complotryd building permit application • D A sessor Account Number Two (2) sE +ts of plans which include Building floor plan :showing Entire space where racks will be located: .Exit'doors Dimensions of all aisles n Ten ant space floor plan showing ' rack storage layout, aisles and exits.. NOTE: Include' dimensi of racks (height, width and length); aisles and exit ways on plan 'F- Structural calculations stamped by a Washington State licensed .engineer (rack storage 8'. and over). RESIDENTIAL State licensed COMMERCIAL TENANT IMPROVEMENTS n Completed building penult application (one for each structure or tenant) n Assessor Account Number Two (2) sets of construction plans, which include;:: Site plan n: one for;eachtructure Assessor Account Number Specifications Structural calculations stamped by a Washington State licensed en ;iinoer Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State licensed . engineer or architect Legal description Working drawings, stamped by a Washington architect, which include: • Site plan::: • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings ;. Landscape plan ::. Completed utility permit application (one for entire project) Six (6) sets of civil drawings • NOTE See utility permit application and checklrst.for specific utility ' submittal requirements NEW SINGLE-FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each:structure) [1 Legal description j i Assessor Account Number: ji Two sots (2) of.working :drawings which include: •Site plan (On plan, show closest t 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 C ode data:: • 1 Completed utility permit application Six (6) sets of situ plans showing utilities n i SUBMITTAL CHECKLIST NOTE Building site plan and utility site plan maybe combined Soo '" utility permit application and checklist for specific, submittal requirements.; Additional topographical and soils information may bo required if unique situ conditions. '• Cross sections showing ; wall construction and method of • attachrnent for floor and ceiling.' Structural calculations stamped by a'Washington State engineer may be required if. structural work is to .be do (2 sets NOTE:: 11 any utility work is..to be dank; submit separate utility permit application and plans REROOF building permit application Assessor Account Number::" Narrative describing existing'roof, material being removed; an material being. installed NOTE: A certification letter is required prior to final 'inspection and sign- . off of the permit. ANTENNA/SATELLITE DISHES Completed building permit application Assessor. Account Number Two (2) sets of plans, which include ....:...::. . Site (showing building and location of antenna/sa n Details entennaisatellite dish.and method of attachme Structural calculations stamped b a Washington Stato'license engineer may be required RESIDENTIAL REMODELS Completed building permit application Assessor Account Number Two (2) sets of working drawings, which include: 'NOTE: If any Utility work is to b e done provide utility Permit application and plans must be submitted, REROOFS`:: Completed building .permit 'application (aria for each: structure Assessor Account Number Narrative describing. existing :roof, material being :renioved, an material being installed • NOTE, A certification totter Is required prior to final inspection and sign- • Location of tenant space •. Existing and proposed parking >` • .Landscape plan (if applicable, i;e„ change of use Overall building plan`;': • Tenant location. • Use of adjacent (common wall) tenant • Overall dimensions of building:* 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 • Site plan:::'!.:. Fc.undatron pia„ Floor plan • Building elevations (all views • Building cross - section ,, Structural framing plans "4:411°Eas \ ... '. tr 7r fires CITY OF T UKWILA 6200SOUTIIC/ NTERBOULEVARD, TUKII'ILA, WASHINGTON 98188 05_01/4.ciaon I - 7 MEMORANDUM -- rok-Go El as LI. So t dD PHONE a (206) 433.1800 Gong L. 1 n,Uusrn, Mayor TO: 4 FROM: Sh 0--k \■ Q ( .P..S DATE: 1 q q I b Jt'C, Al-p-s SUBJECT: �� CAI C-3 VietA 1 1 1 I 0 CJLUQ o4 C� ���roc n i bo- Qd Ors 6vk.16in Uaivod - io 0±o:_, (%pri' (��(t. oqa )(Co-tits Gig Q. 1 4(0'T C:4 1t9 10 5344 . x 0 - "d-w (as) Ict. /0 S\4 Perms - k - T7 (o • oo ; ,1 .� PWn Ciao K irktOzr (� �I61 c "SU r Chong-. _ eft-- ?o--s) :. 1 liblitUY VW., i IFY..T, AT..1.11AVE.SEArr IS.APPLIDAVON ---,,,, '‘, AND:KNOW:7 g ' ..: Contact Person print name): \ c,IC.-I c Applicant/Authorized ilk _Agent Signaturc: Ea Print Name: J\, cAc..■ e.. ...,. Ley\ z-e- Address: \ )-C - 6e\ - - ' e:'q, kC Date: a l. 1 I \ Phone: A(.0 - -- I Va Phone: .)■-\e (c.-- Date Application Accepted: 6' 1 , - q Date Application Expires: ,.) f ( CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433-0179 PROJECT : Site Address: 5(91 Name of Project: Pro ert Owner: Street I Engineer: Street Address: Contractor: )D, rne Street Address: r, )0 1 4 King County Assessor Account Number: iCA b110 PERMITS EJ Channelization/Striping/Signing REOUESTED..::: 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 IR Sanitary Side Sewer - No.: O Sewer Main Extension Private E] Public 0 WATER METER REFUND/BILLIN M 0 N.T.:11.1,41Y0 SERVICE BILLINGS TO: Name: Street Name: Street 0 Water 0 Sewer D Metro D Standb 0 Multiple-Family Dwelling 0 Hotel No. of Units: El Motel CI Commercial/Industrial MISCELLANEOUS New Building '; • Square INFORMATION Footage: ZOO 2_ King County Assessors valuation of existing structures: UTILITY PERM"( APPLICATION a Storm Drain O Street Use O Water Main Extension Private 0 Public 0 12 Water Meter/ Exempt:- No.: Sizes Deduct 0 Water Only 0 O Water Meter / Permanent No.: Sizes' O Water Meter/ Temporary: - No.: ___. O Other: p ap\kal/ e- \/A r1/4 ke..■ (N F\ Phone No.: 4(0;-- \ D r P-c)c, tc.r3 City/State/Zip: B e(0.1,..e C&4/\ cie3OOS O Office O Retail Pi on' ay 5. Single-Family Residential O Duplex O Tri lex O Warehouse O Manufacturing D Remodel/ Addition PLAN CHECK NUMBER: City/State/Zi : Phone No.: Cit /State/ZI : Phone No.: City/State/Zip: Phone No.: City/State/Zip: O Apartments 0 Other: O Condominiums O Church • Hospital C1 Phone No.: 41p7 - I 2, 0 School/College/University 0 Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ . .. . ,..„ .......... .NIPIN•0111 09/18/90 7 CHEC( LIST 1 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 SIDE: EWER O Type of pipe - coma, 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 controUdetour (per Manual of Uniform Traffic Control Devices) O Proposod 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 points) 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 plans are not appr app oved, the licant will be ■not y ified b fetter of necessary resubmittai requirements, Applicant/Authorized Agent Sign. rr- - "\--<- 1 •41- -- Ari111•11=111 Contact Person 1\ \ print name): IN \, \ c...1C.t c, Address: \ )-c0 e\-. L-7. e, - 4,e .., Lo\ 2. e., Print Name: \ c _ A c . . \ e . Date: 't 4 1 \ Phone: \Co -.- - I \ - Phone: Date Application Accepted: g 61 ( Date Application Expires: __ / / .... ei. CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenler Blvd., Tukwila, WA 98188 Phone: (206) 433-0179 13,1V ) , A7.! Name of Project: Property Owner: \_( k (-4 Street 170 • P c Engineer: Street Address: Contractor: Street Address: King County Assessor Account Number: PERMU :R EQUEST:I WATE:METEl REFUND/BILLI SIAM? Phone No.: City/State/Zip: 0 Channelization/Striping/Signing O Curb Cut/Access/Sidewalk O Fire Loop/Hydr. (main to vault) - No.: O Flood Zone Control O Grade/Fill cubic yards o Hauling o Landscape Irrigation O Moving an Oversized Load 2 Sanitary Side Sewer - No.: O Sewer Main Extension Private 0 Public 0 Name: pi Street \ )-S r Poc, Name: Street M 0 NI ::•:SERVIC 0 Water 0 Sewer DESCRIPTION OF PROJECT O Multiple-Family Dwelling No. of Units: • CommerciaVindustrial •?:MISCELLANE0 MNFORMAT1 O Hotel O Motel El Office O Retail New Building Square Footage: 20 2_ • 41-1 PI no 1.) Irr c61 )1 0 0 Metro 0 Standby 1. Single-Family Residential O Duplex 0 Apartments • Triplex 0 Condominiums O Warehouse O manufacturing King County Assessor's valuation of existing structures: $ ( UTILITY PERMIIC APPLICATION pg Storm Drain Street Use Durylter (rein Sizes: 0 Water Main Extension Private 0 Public 0 1 Water Meter/ Exempt:- No.: Sizes' Deduct 0 Water Only 0 O Water Meter/ Permanent - No.: Sizes' O Water Meter/ Temporary:- No.: Sizes'_ O Other: PLAN CHECK NUMBER: O Church O Hospital (/ 3 L 1 Phone No.: 4(p2 -1 12. City/State/Zip: c e I le Ut P. Phone No.: City/State/Zip: Phone No.: 4(.0a \ 3 City/State/Zip: e t\ ttit ti coik 98,cos Phone No.: City/State/Zip: O Other: 0 School/College/University O Other: 0 Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 09/18/90 :i DATE (GNED.OFF 5 aQ 5 -1 - 9a UTILITY PERMIT LOG Br L 04Qc) n LL\- f s(0 a 5 l67 PI Curb CAA- project: 9 �1�� A- � 1 - 7 Type of lnspe t Date Called: IJ N - -da res Special Instructions: II' Date Wanted: f /.. Z 9 ... !, z - p.m Requester: Phone No.: 0. Air INSP RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, .Tukwila, WA 98188 I„ Approved per applicable, codes. [ \ (a_37 PERMIT ate: (206) 431 -3670 ❑ Corrections required prior to approval. Date: r2 J2 q(1-1, r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Vp,-APe _ 15/1444e2-- 0,1 G 12i /t– S re It.,CA∎hAPLGI . F!LL. tYJ e ash? Ait AN9 LA-P vs-n,S t'2- n itit1A/. 0 PA vifk I- I Ai4PRA -r c1 a IJ 3Ack... 0 c= C-k._. - 5TA-1p 3. 6 677 f 1.0r1161 nl4 Ah/l! (1-s erPri16 Prr. 4.. ¢ e p_ov‘ 1.-. A-A 0-w ,i) c"5't e- S t ).)s LA V fe-c ("vh - tr`(L- lP t P , c7 S 1►J CA-i-AC..-7. (a f624- S AC t.- (=d 2.. t,+SU t-fr?rt-o n,1 1 NSP tv,) • '1 p,-o lAsV (Z A -46k6E .(:),,c IL C- t..-o3 V . Date Wanted: 12- - ? t 4 Requester: Phone No.: 174a 4 �p��� y pe o nspect n: r � / Address:, �� Date Called: 2. Special Instructions: / G.�C? .. d©. r' 7 Date Wanted: 12- - ? t 4 Requester: Phone No.: 0 Approved per applicable codes. O INSPECTION RECORD it 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. O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reinspection. ' ill, �.(� / 1U►1: , i / � YP ✓W � /y . �/ 1�iL.... ri.: „ e .l a/ 3 iSb' ?n .te a e,: V V ? SpecfaInstructions: Lb Date Wanted: g 9?• on, „ 0_ Requester: le a Phone No,: _ ,mo o INSPECTION RECORD ( i ) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Tal a Approved per applicable codes. nspector: PERMIT N0. (206) 431 -3670 O Corrections required prior to approval. COMMENTS: aS $30.00 REI ' PECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: ermz- COMMENTS: • r kfr . .1('4141 W W /�l a aril-/C � 1v = ct:i / • ) ' e o l t• , 1 / flit ar . � 6 . ,� � � Ia � r �c r,�. I l te a e': _.- ar _ �' Special nstructions: Date anted: --� • — r - p.m. Requester: • A Phone No • — 1 Recut No.: ❑ Approved peupplicable codes. O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dale: 1d83 - 7 PERMF NO. (206) 431 -367 !/ Corrections required prior to approval. Date: 5 a-1 r I Inspector: , c j� ji V JKi _ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Recut No.: ❑ Approved peupplicable codes. O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dale: 1d83 - 7 PERMF NO. (206) 431 -367 !/ Corrections required prior to approval. Date: 5 a-1 r I Inspector: , c j� ji V JKi _ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. HIP r ype o nape i anliNgliWalin PI r ss: . : .:. Spec al nstructlons: - Date anted: — _ r �i P.m. Requester :' ; p P �" Phone No.: ` 4470 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector ecR o.: INSPECTION RECORD Retain a copy with permit bate: PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: Date 0 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .,- ask ct: , • l. AI A .1/04.41L.:14 ' 01 5 ,5tJ n ype o s•: � I ��t /.1 • pedal Instructions: Date Wanted, 11 1 r �;� / '7 am. p.m. Requester: Phone No,: „_ , ? /_ L f In CITY OF, TUKWILA ILDING tDIVIpION 6300 Soltthcenter Blvd ; #100, Tukwila WA 98188 Inspector: o.: -; 0 INSPECTION DECOR ®'r Retain $copy with permit Approved petilpplicabie codes. E (206) 431 -367 ❑ Corrections required prior to approval. 1 COMMENTS: 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 5,),A 0 L1 c_e uo Wt.- .. a. )- Cr\ f? , • c :k A-A-....1-Z, ....vt-it.. 64)4) --k-o (.../L.9-x-0 t /"- - � resss /„(I . 1 o .: :. ro ec . „ ype o nspe on: , resss /„(I . 1 o .: :. Spec a nstrucctt ons: Date Wanted :. '. p.m. Requester: Plane No.: r p , 0 SPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit iz 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. r ompt No.: Date: 'ro ect: yy t .re4404.3.a ,c.� / Type of Inspection` � l�a� Ste' !'� Wi z_ -q 2_ Address 2Z Q Date Called: .. -- Special instructions: D ate Wanted: "!�! 9 am. .m. Requester: Phone INo.: INSPECTION NO. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit g Corrections required prior to approval. 1,1 Cof /4 Zs-e_ 1° %I& 23 5404_, t d/ A7P / 1 n .i16- 1 (206) 431- 670 i7 Z7 `gyp`- Date` `4 ? 0' $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No,: ::oats It . c AINEWMFRIFAME ype o nspecti Ai r ,o /_ /�. E/ / /A,.[ .rr∎r ss: `.. `�.i, • �. te a e•: -,-.. �► Specie Instructions: ; Y` t Date Wanted: ' p.m. Requester: pillf :L Phone No.. r t. /b 0. CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: ' 3� C PV∎;,- )L P,A -mac t -A-vn ��z nJA t" Ae44AXDP. Inspector: INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. ort a.* l a . >.d ati.�.5 • • (d37 PERMIT N (206) 431 -3670 Date: Z7 —92∎ O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. P ea . 1 � .07 I ype of Inspection: s • 150. •• te a e . Z D SP eci n i, str ctions Date Wanted: l / „ am Requester: n v Phone No,: gin 1 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcente `Blvd., #100, Tukwila,. WA 98188 1 :8c Approved per applicable codes. COMMENTS: ' Recap! No.: ❑ Corrections required prior to approval,. , A% -% Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. —Roject: dR) 1 Type o nspect on: f\ , Address: cp ( 0... t Date Called: — . 0 - — t 7,... Special Idtructlons: Date Wanted: Requester: 1 1 ...,..,„ 1 4 1,07 /A Phone No.: . • 7:4`6,701,57±',1 .11'rr,77,7,".7' ,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B114,4100, Tukwila, WA 98188 (11 (0,7 PERMIT NO/ (206) 431-3670 K Approved per applicable codes. COMMENTS: • nspector: 0 Corrections required prior to approval: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OCWW1707. 0: roe. • . ilk• / • / . Ype o peg on: • - [ L��+�� t CI' ? � r i r � • to a e•: IV — l' l.- q' Speda nstructt ons: �,x+- �'" 1 ( Date Wanted: S / ! �. Requester: Phone No.: q c P,, own!- T7ri%twett47 srH*�i�:. *,.' nap}? I Yi.' `7A17.7m*M �`, RT r " !iS ; 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g i Approved per applicable codes. COMMENTS: ' Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite .100. Call to schedule reinspection. 0 .. INSPECTION RECORD 011) Retain a copy with permit . : 4. I, ,., 1, 1. . Dat Co O PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. roe: ype o nspect on: ' Address: re„ f 1 s pl t Date Called: i 1 ..... Speciat lnst ctions: Date Wanted: i , , I I ap.m. Requester: 0 12 7 Phone No.: 1 4 0.1 ..., 440 - , 4 , Approved per applicable codes. COMMENTS: Date: / f • Receipt 0 INSPECTION RECORD ID Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval.' o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (As (206) 431-3670 South 150th Place The Plat of West Ridge Tukwilla, Washington SITE PLAN Lotze Worthington Company temporary erosion plan plat of west ridge lotze worthington company silt fence placement L The Plat of West Ridge, Tukwilia, Washington Lotze Worthington Company SITE PLAN •'L CITY OF TUKWILA 6200 SOUTIICENTEI? !BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -390: Brigadoon Lot 17 5612 S 150 P1 PHONE!! (206) 433.1800 Gary I.. VanDusen, ARyor THE FOLLOWING COMMENTS APPLY TO AND BECOME PART 0 THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (o 3 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. C" CITY OF TUKWILA 6200 SOUTNCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 PIIONE # (206) 433.1800 SUBJECT: Brigadoon - Lot 17 at 5612 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -390) Dear Sir: Ga,y L. VanDuscri, Aloyor Public Works Department has reviewed and approves the site plan for the subject development. This site plan approval, including stamped engineers letter, shall conform to all requirements of the approved plat. You are referred to other City departments including Fire and Community Development for any other approvals and requirements. Prior to beginning any work, your contractor shall verify storm and sewer stub elevations. Please call Denise Millard, Permit Coordinator at 431 -3672, to have the following permits prepared for pickup: 1. Land Altering Permit - 100 Cubic Yards (Permit Fee = $37.50) Land altering activities, including temporary erosion controls will be per stamped engineers letter and approved plans. Necessary temporary erosion control measures shall be taken to assure no downstream flows /siltation occurs as a part of your development for life of construction /restoration. 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Fee) This permit has been covered through the original plat approval. Access shall be provided at existing constructed apron. 4. Sanitary Side Sewer Permit (Permit Fee = $30.00) Contributions to public mains have been provided through the original development and plat approval process. Therefore no special assessment fee is required. 5. Water Meter, Permanent - 3/4" (Total Permit Fee = $260.00) (Regular Connection Charge - $60.00; Installation Deposit - $150.00; Plan Check fee - $10.00; Inspection fee - $15.00; Turn on fee - $25.00) It is noted that under the original plat approval, service to and the meter box have been provided and turned over to the City. Therefore, it will not be necessary to fill out the Bill of Sale side of this permit for your project. Contributions to public mains have been provided through the original development and plat approval process and therefore no special assessment fee is required. General Conditions: Prior to beginning any work, the developer shall take photos of all curbs and gutters, sidewalks, aprons, street lights, pavement and street signs. Provide a copy of photos for the City's inspector with an engineer's report identifying the condition of the existing infrastructure. Prior to obtaining the permits the developer shall provide the City a certificate of insurance for $1,000,000 naming the City and a bond for $ 15,000 to cover any damages to the public infrastructure. Please note this infrastructure is now under the one year warranty period under the prior development contractor. The Developer shall provide a letter to the prior contractor notifying him of the scope and nature of your work and time frame when you'll be utilizing the street area. Upon completion of your work, a final report shall be submitted by your engineer (including pictures) indicating any damaged infrastructure resulting from your construction activities. The Developer shall provide 100% inspection and monitoring throughout life of construction phase to assure no downstream silt or water damage occurs to public and private properties. You are required to fill out the attached Residential Sewer Use Certificate and forward copies to METRO. If you have any further questions regarding this matter please call me at 433 -0179. Sin e1 17 Phil Fraser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 x 4 Shear Wall Nailing 431 -3670 x 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 x 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 x 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 x 15 PLANNING FINAL 431 -3670 x 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 BUILDII PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5612 S 150 P1 Lot 17 (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING ( O ' T PERMIT NO. 5 DATE ISSUED: PROJECT: Brigadoon Ridge CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COM 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. a,,,,,W Plan Check No.: 1 °' ler 3 REQUIRED INSPECTIONS FLAN REVIEW COMMIthvTS 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. AiI 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. Project: 1 5 VarcON 1.er 4 t7 i wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wail Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check No.: 1 °' ler 3 REQUIRED INSPECTIONS FLAN REVIEW COMMIthvTS 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. AiI 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. Project: 1 5 VarcON 1.er 4 t7 i 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. From GEOTECC CONSULTANTS 1 NC T o _ . 4o . __&-C a-'k¢� cam_ z� _ & 1 _ �t:L ., .°z4.3„, Attn. _. ... ProJect arigyo.. t2 S u b J e c t A1 y, &el /kJ cs7 GCJat. (11$ e' {G d -/A ue(,p , `fi e: ecAftPse. r 6044 -$ rbv; da 7 -4.4.. §oW i CITY RECEIVED KWIIA PERMIT CENTER MEMORANDUM 13256 N.P. ?+hh :+ (Vnrthup Way) Suitc 16 Bcllcvuc, x,:1'•::'1 +� (206) 747.56+8 Page L of ._ Date _14/3fl/.91 . Job Number —8955 r fax Number Q f • L& L1 " /ga Ci�H dr tl / /'• / a K cr doe 41,1.4 eel 7 / A t.I; e ) I� O ,v<.lert. a,rt e rosi o Cc..Sro 1 /0 Ic:041 (1444.14,rolry •fir use ct.j• f L 6 t: Qu(P►�e� Cov.SYrt..t. r . 2) 04.4ccw.;yt i a u0.4e .SIvf a. iS pi u ;S .S r - ►,i' r c, (1, �5d bfv',l Se(A. 8 Nev. +.t. 644.4.1)-0(..4.4 ,a Jm�- +o,-,S act {G. a.(4.1Jc44;o+1 o4- -F pft, po Se Q s4 kr e.S. 3) c e i4 444- u4.■ 114- 6 as sPt et oPN. e- P lo+ pro ,kS a e c,or cia>r.. e. f rc u d f/4) iDe t(/v i tie LY('iUe x.18 -15 S Lot.," +'t i>N, 46- piO4- f !U t�S cK rG ��zc �,al It. - ba.w•t � c>Ca4•iotn.5 as 5 (,.ow✓. e7& 7 p 10. . O c , c ..,.,N.t..... s t`O v i y D w I n c.I LL a t • G P/o. Ci pies)" i c ) l ,• h (� 'tad u; �lua -�.. to f' w�.iG.t. .��ou� c- u. 4 1 i { s.4(b -Ad?' c �' P (a- o � eo.L / Y iocciAioiNS 02 2nd ta.V to, s c s t..5 .e.1( 0:1-s At et PA p�,v :� 1100( ,,. ' ('4- p lot . (�-s br1;1 / +) Qrtf' (. ed . 1 t�U. 1 Ova S l L1.N d �•� �3 1 G�•Sr �. LJt.•� 1 / Y / br E5m. Zrc, 454- C104uw�^ - � S weft. t.cs.�.a 0.6 a. b«s,5 C.tv'�- LOTZE WORTHINGTON I1 OMCATIg1f6T1A (THIS CARD IS TO REMAIN PERMANENTLY POS1ED IN A READILY ACCESSIBLE LOCATION) i IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS 3HINGTON STAT ENERGY CODE, CHAP. 51 -12 WAC, REVISED 1986, AND APPROVED PLANS. I HAVE IN- , r .CTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: A Worthin .ton Plan 7162 LOT 17 Subdiv West Ridge Address Roofs Type al Malarial Manutadurer Thickness R Value EXTERIOR WALLS Type of Material Cnr t.n i n tend/0.C. Manulachaer Cor to I n toed /0 C . Thickness R 1741 R Value 14 (Or trade name) CFl INGS BATTS: BLOWN: Type of Malarial Enorwool Mas &daclrxer Enercon Thickness 11 1 /4 No. Bags 24 44 Mang 772 S grI Covered 30 RValue FLOORS Type olWeft FIBEP.GLASS BLANKET MantAactutorCERTAI^TTEED Sq. FI. Covered (Or tilde mono) Typo oMalarial Car to Intood.'O.C. MaruAacturor tclntocd.'O.C, TNckros. 6 1.'4" RVduo 19 (Or bode name) SLAB ON GRADE Type of Malarial Man laokx.r Thiciaross R Value Width of Insulation inches (Or trade name) FOUNDATION WALLS (1 required) Type of Material Mantlackxror Th{doross R Value DUCT AND/OR PIPE INSULATION (Or tad• nemer7 Type olMaleriat Thormnce l Marwlackxel Same Thickness 1 1/4 RValue 3 (Or trade name) HFATING SYSTEM Type of Syslem Manufacturer k+pM Ourtlpul 3 NW! SEl BALI< 1 HERMOS1 AT INSTALLED 3 HEATING SYSTEM INSTALLED 10 NO MORE THAN ISO% OF DESIGN LOAD 3 GLAZING • ALI. GLAZING INSULATED GLASS OR STORM WINDOWS PROVIDED WA I ER HEA I ERS - ASH/ iAE truA•111/ LAkIEIED 3 WATER FLOW RESTRICTORS • ALL SHOWERS LIMITED TO 3 GPM 3 V.:FILTRATION DOORS & WNDOWS WEATHERSTAiPPED OR APPROVED BY ASTM 283 73 WFtTRATION • ALL OPENINGS N EXTERIOR WALLS CAULKED OR SEALED 3 FIREPLACES • OUTSIDE AIR VENT (SIX SQUARE INCHES) WITH DAMPER TO FIREBOX 3 SEAS THERM. BREAK CREATED 3 VAPOR B - INSTALLED PER CODE I CERTIFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE MID CORRECT. General Contactor (Bulkier) BY Daly, end Plow Sub-oontacior (Insulator) Applioalor) I n a u l rju a n d (Yrsuiaiwr, &Loamy, elo.) (State 'SAME' If same as Genera(Contactor) BY STEVE VITZOBRALD Dale ant Place 4/20/92 — U,,N TEL No,206- 454 -2073 Jan 6,93 10:41 No.001 P.02 1 . • (Or trade name) Cal Contador's Reg. No. TNcYness 10" R Value 30 Tqe County BW Perrot No. Cot Reg. No. ZNSLJL • • 1 lo a i Tdle (KJNEA or ****** *7k*****'k**7k****** *** kakylt**4C7k*ak *** * ***'k**** **7k* ( ** ***7k** CITY OF TUKWILA, WA Reprinted: 05/13/92 15:04 TRANSMIT ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TRANSMIT Number: 92000435 Amount: 25.00 05/13/92 14:57 Permit No: PW92 -0009 Type: PW -SU STREET USE Parcel No: 109990 -0170 Site Address: 5612 S 150 PL Location: END OF CUL -DE -SAC Payment. Method: CHECK Notation: LOTZ WORTHINGTON Init: DLM ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Paid 000/345.830. PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE — UTILITY 15.00 Total (This Payment): 25.00 Total Fees: 25.00 Total All Payments: 25.00 Balance: .00 LOT2E WORTHINGTON TO: DATE: CONTENT: FROM: MESSAGE: 0 TEL No.206- 454 -2073 FACSIMILE TRANSMISSION - . 1,0CL L TIME: NUMBER OF PAGES: (Total includes this page) If you do not receive all of the pages transmitted, please call (206) 462 -7122. Our Fax Number is: (206) 454 -2073 Oct 31,91 12:51 No.004 P.01 FAX NO.. 1/4/ -.11(, 65 - 3,5" f'h7 ofp I s e ,so" 1.0'1 " /I' • V'O11'1'! lIN(YIY)N COMPANY INC. (11:N1iuA1. ('t1NTltA('r11I1 • 1:0;,11. F.H'r vri 1)MYI;IA.)I'Mi;N'r 1.2509 Sum: 103 • 11104,1.31W. 11'A 08005 • WW1 4M04122 • VAN (20(1 414..'77, LOTZE WORTHINGTON TEL No.206-454-2073 ()NJ: A r •I 4-1 f'l le I f.:•: !It I ..se c; c:Ic ( 4117 1 9() ) ri C . ' , " I > f " ' I', t h v.," I I t r. NAV1 AM 1 N I N. H*; C:: I . P l N' I': I ,, <1" )% C r I... 20. I 95) I Oct 31,91 12:51 No.004 P.02 4 1h p I . 74 141 s \ o * 11° r. e. \•.,...._ ti A L (II% 1)1 W 1 t t..... - ' v t`rwItore r b) /0/Z0/7/ 44•1• • RECEIVED CITY OF TUKWILA • OCT 31 1991 PERMIT CENTER LOT2E WORTHINGTON TEL No.206 -454 -2073 PERMIT CENTER Oct 3191 lateral analysis design criteria wind LOTZE WORTHINGTON TEL No .206-454-2073 RECEIVED CITY OF TUKWILA OCT 3 1 WI PERMIT CENTER lower level LOTZE WORTHINGTON CITY OF UKWILA PERMIT COOP TEL No.2O6- 454 -2073 Oct 31,91 12:51 No.004 P.O5 upper level LOTZE WORTHINGTON shear wall load LOTZE WORTHINGTON TEL No.206 -454 -2073 Oct 31.91 12:51 No.004 P.O? RECEED CITY OF TUKWILA OCT 3 1 PERMIT CENTER shear wall load shear wall schedule nailing LOTH WORTHINGTON TEL No.206- 454 -2073 Oct 31,91 12:51 No.004 P.08 RECEIVED CITY OF TUKWILA OCT 3 1 19w PERMIT CENTER . CONSULTANTS INC GEOTECH MEMORANDUM 13256 N fi 21 Si (Nuribup W J) Suite 16 Bellevue, (206) 747.5616 Job Number _._... Fax Number temporary erosion plan for location of silt fences elevations GEOTECH CONSULTANTS INC Job Number _.._ . Fax Number ` . MEMORANDUM 13256 N. t. 210h tit t 4urt iup W. y) Suite 16 (206) 747 5r,18 plot plans Will MufitgtorY 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 i of Uti o4:A., 19/, ASSIGNMENT OF ACCOUNT Bellevue : 10525 NE 8th Telephone: Financial Con P.O. Box 426 (206) 464 -4855 Bellevue, WA 98009 , Washington, this „�g f/ day ACCEPTANCE The Undysigne.d hereby, accepts the foregoing ASSIGNMENT OF 14,2 Date ank Officer for Washington Mutual Savings Bank .t� /:- , 1,A•.• . Depositor /v /2,P /9/ Date PRODUCER NEWTON INSURANCE AGENCY AND BROKERAGE PO BOX 2606 KIRKLAND, WA 98083 -2606 INSURED LOTZE/WORTHINGTON CO, INC 12509 BEL -RED ROAD, 11103 BELLEVUE, WA 98005 THIS IS TO CERTIFY MAT WE POLICIES OP INSURANCE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM CERTIFICATE MAY BB ISSUED OR MAY PERTAIN, ME INSURANCE EXCLUSIONS AND CONDITIONS OP SUCH POLICIES, LIMITS co; TYPE or INSURANCE 1 POLICY NUMB THIS CONFERS DOES POLICIES LETTE COMPANY COMPANY LETTER COMPANY L> COMPANY COMPANY LEER : �• r• .5.!. „ LISTED OR SHOWN CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW„ COMPANIES AFFORDING COVERAGE A AMERICAN STATES BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIC. CONDITION OP ANY CONTRACT OR OTHER DOCUMENT W1111 RESPECT TO WHICH Th AFFORDED BY ME POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVEI POLICY EXPIRATION DATE (MWDWY1) 1 DATE (MM/DD/YY) j LIMITS I GENERAL LIABILITY J i GENERALAOOREAATE X COMMERCIAL GENERAL 1.lABUri c PRODUCTS'COMPSOP AOOR, < €a ( CLAIMS MADEi X I OCCUR, i I I PERSONAL a ADV, NJURY 01- CD- 009868 -1 09/25/91 j 09/25/92 1 i owna k CONTRACTOR'S PROT. j 1 { EACH OCCURRENCE FIRE DAMAGE (A cos R») MED. EXPENSE (AqY coo ponce) i 5 000 I AUTOMOBILE LIABILITY ! ANY AUTO I ALL OWNED /tyros SCHEDULED AUTOS IUP.ED AUTOS NON•OWNED AUTOS I OARAOE UABILJFY I COMBINED SINOLE i t LD.UT i ' BObiLY INJURY (Pitt P.+ ) 1 BODILY ) WRY I P ; I i PROPERTY DAMAGE i f $ i i EXCESS LIABILITY i UMBRELLA FORM I OTHER THAN UMBRELLA FORM i EACH OCCURRENCE . AOORBOATE woRKER'i COMPENHATION • AND EMPLOYERS' LIABILITY t i i !( 1TATUTORY LIMITS 't EACH ACCIDENT ( { DISEASF.POUCY LIMIT i 1 1 DISF-ASEEACH EMPLOYEE DESCRIPTION OF Q ITEMS PENMITCENTER The City of Tukwila Dept. of Public Works 6300 Southccnter Blvd, 101 T ukwila, WA 98188 e SHOULD " EXPIRATION 3 £ 4 4 LEFT, to LIABILITY ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER BEFORE THE TO NAMED TO WE OR • IQ BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUOATION OF ANY KIND UPON ME COMPANY, Its AGENTS OR REPRESENTATIVES. ws A1JTHORJZE) RBPRE3BNTATIVE September 30, 1991 Robert i3c:neclict..o City of Tukwila, Planning Department 6200 Southuent.,er Boulevard Tukwila,. 1'!A 981.SS Re: 13rigadoon Rider•+, We propose to comply with the 'ventilation and indoor air quality code at this project in the fai.).owing manner.. 1) instal.]. 11 roan Hodel 360 l;xh.:cust: Fan in the hall bath. • The fan will have a minimum 5" duct, a Maximum of 50 feet of run and a maximum of 3 elbows. The duct will. be insulated to a minimum of R-4 and connected to a roof jack or wall cap. .The: fan will be controlled by an automatic control with a manual switch. The frann 1•loclel 360 Fan has a sone rating of. 1.5 and a C.F.H. rating of 100 at .25 inches of water. gauge. '2) Fresh air 011 be provided tbr.0 the forced -air heating system. A motorized damper will be installed to regulate the flow of exterior air into the structures when the fan is engaged.' The duct will be 6" in diameter and be insulted to a minimum of R -4. The motorized damper will limit the air flow to .35 to .50 air changes per hour. Thank you, 1°iickie Lotze EcE�U 0 c1 of tiv� U potto CEN'Ei I.CYL E • \VUI:rrl:IINGTON COMC ( I;NI :ItAI. CON'1'RAC" I'OU ,• . Iliti 1'. \'i'1: 17im 1:25O) 1.11C1lU:la).Wo i), S01'1'1 103 • 131 WA 08OO5 • 00(1 1 4(1.2.71:.':3 • PAN 1;20(1) 454,2073 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -389 & 91 -390 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 15 & 17 ADDRESS: October 7, 1991 The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 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 BE 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. PREPARED BY: d RO: RT B NEIICTO, PLANS EXAMINER PLAN REVIEW: 91 -389, * D.C.D - BUILDING DIVISION * PLAN REVIEW * PROJECT NAME: BRIGAD00N RIDGE, LOT 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 OCCUPANCY LOAD: 7 EXITING REQUIREMENTS: O.K. RE: CHECKLIST -DETAILED REQUIREMENTS: RE: CHECKLIST PREPARED BY: R -3,, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT LESS THAN ONE SIDE. 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. Y 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. V 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 o, K , `� C1' -�� S Q.t4 °' fb= 11GO fl'.E_ FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 IN HES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. 1/ FLOOR PLAN(S) ALL ROOMS ARE LABELED. Y 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. FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC. 1212 . - ' :ZP I N►C (54- A,b1 FD 1K CaLCvl,.aT Ot e51;ke ; . FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. ROOF PLAN ALL ROOF FRAMING IS RAFTERS AND HEADERS. GRADE AND SPECIES PLAN. v ROOF PLAN METHOD OF PROVIDING THIS PLAN SHEET. SHOWN INCLUDING TRUSSES, OF WOOD IS INDICATED ON FOR ROOF VENTILATION IS PROPOSAL COMPLIES WITH NOTED OR DETAILED ON U.B.C. SEC.3205(c). 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. 3 t-J 1 e. `I) `' ' tk 1 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. l i'V C,a�lol4 C K. - c4e0 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 B A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS 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) (LL 1-0 'TO y 4 �/ - GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. CHECKLIST PREPARED BY: DATE: ~' ~ Homeowner: Mail: | Site: Lot 17 Brigadoon Seattle, wa REFERENCE DESIGN Component . . Floor Glazing @15% • Doors AG Wall Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component— Description Floor Glazing Doors AG Wall Ceiling Infiltration Struc Mass R19 vented Joist 16oc @20% 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: == WATT5UN 5.1 1991 WA STATE ENERG\ CODE COMFL[AHCE REPORT o8/0p/p1 FILE: C:\WATTSUN5\pLAN7190.W5 HOUSE ID: Plan #7190 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. | ====== Reference Value � REFERENCE PROPOSED | COMPONENT PERFORMANCE 420 414 8tuihr-F | ENERGY BUDGET 8.84 8,38 kWh/ft2-yr U-0.04] U-/}.b50 • U-0.400 U-0,062 U-0,03b Area = UA 1057 43.3 L91.6 189.5 20.0 8.0 2275 141.1 1058 38.1 Reference UA ` 420 Value U-0.041 U-0490 U-0.390 U-0.061 U-0.036 ACH-0.400 X Area = UA • M-3^000 1944 �W ~« � 9 `.-4 1057 43.3 393.0 192.6 20.0 7.8 2174 132.6 1058 38.1 16587f t3. (121.4) Proposed UA 414 • 5832,0 iF4Y Items in parentheses not included in COMPONENT PERFORMANCE totals. ===================================== Pa9e 1 =================================== 'HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size @1502: Average Annual Heat: Annual Cost: Ventilation Type: Option: Cooling Load(at 4F dt): Recommended Size 0. Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South: Southeast: East: Northeast: PROPOSED 98^2 ft2 0.0 98.2 0.0 PROPOSED Gas Furnace ' Payne 376can048075/ 80 % 27049 8tu/hr 27049 Stu/hr 40573 Btu/hr 6i M8tu $ 451 Non-Heat Peco�ery Option 3 29655 Btu/hr 3.4 tons Partially Shaded Location Avg Rva1ue Surface Area Vented craw1space R- 8.0 385.8 ft2 Vented crawlsoace R- 8.0 77.8 ft2 North: Northwest: West: Southwest: PROPOSED 98°2 ft2 �.0 98.2 0.0 Economic and energy consumot1on estimates are designed for comparative purposes only. Actual cost for heating wil1 vary depending on weather conditions, occupant lifestyle and other factors. .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. 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