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Permit 6826 - Brigadoon Ridge - Lot 4 New SIngle Family Residence
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Brigadoon - Lot 4 5647 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8def E plunatoty Desctriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 36 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6826 91-37 brigadoon ridge lot 4 5647 south 150th place Permit 6826 - Brigadoon Ridge Lot 4 TYPE OF CONST.: V-N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: Sprinklers Detectors ®N /A UTILITY PERMITS REQUIRED? Qx Yes Q No (through Public Worksl ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS other than those noted on or attached to •ormiU•tans 462 -7122 ADDRESS 12509 Bel -Recd Road 11103, Bellevue, WA 1ZIP 98005 • PROPER OWNER Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel -Red Road #103, Bellevue, WA {�P 98005 CONTRACTOR Lotze Worthington 'PHONE 462 -7122 ADDRESS 12509 Bel -Recd Road 11103, Bellevue, WA 1ZIP 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: ADDRESS APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. 5647 S 150 P1 Lot C BUILDIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PERMIT PLAN;CHECKFEE :.:.< BU.ILD.ING is OTHER` PLAN CHECK NO.: BUILDING OFFICIAL SITE ADDRESS , SUITE # VALUE OF CONSTRUCTION - $ 107,885.00 PROJECT NAMEITENANT Brigadoon Ridge ASSESSOR ACCOUNT 109990-0040 TYPE OF (A New Building Cl Addition 0 Improvement (commercial) L) Demolition (building) L) Grading/Fill WORK: Q Rack Storage 0 Reroof (] Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new single- family residence. ODE `COMPLIANCE: USE PLOQ I1: SQUARE FEET 1 OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC, FEET LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wo . I am authorized to sign for and obtain this building permit. DATE: COMPANY: This permit shall become;null and void if th work is not commenced within 180 from the date; issuance or if the work is suspended or abandoned for a paned of 180 days from he list rnsp ectio . DATE ISSUED: DATE: f U 3r_ 91 91 -379 tl ZIP PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING �� NOTIFICATION BY: (init.) BUILDINGC APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGEJOCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET L SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PAFITME BUILDING - initial review O FIRE J PUBLIC WORKS 0 OTHER kl BUILDING - final review (6\ri sad °Do SITE ADDRESS sb q 60_PL PROJECT NAME 17i REVIEW COMPLETED 9_1 S.tj 142 CONSULTANT: Date Sent - (ROUTED) FIRE PROTECTION: I Sprinklers FIRE DEPT. LETTER DATED: INIT: DA PROV REFERENCE FILE NOS.: $ MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? TYPE OF CONSTRUCTION: UiREME : PUBLIC WORKS LETTER DASD: J - 30 - mot / S� L f )MME Date Approved - Detectors INSPECTOR: N/A TOTAL OCC, LOAD BAR/LAND USE CONDITIONS? UBC EDITION (year): »o SITE ADDRESS SUITE # 53U -\ - . \ (• f :v‘ (% AO!" VALUE OF CONSTRUCTION - $ s's - 9'77060 - (OM ASSESSOR ACCOUNT # ' 1ACt C t) - NA() ( (commercial) Li Demolition (building) ❑ Other PROJECT NAME/TENANT / e •1 (�,/ �1.LI /� l c 1 ,_ L - 4. ` I TYPE OF ® New Buildii g U Addition f11 Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: �5i rv ( V C (tr/H U 0 e‹,1 0(?i1C E��_cl .. � L (xrZ L BUILDING USE (office, warehouse, etc.) ) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? [21 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1 L } Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? t No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER c, \��o +a6)+ ) -) - � 1 ∎ e dvA e J tJ_�c, l'.1 I - )uU`s PHONE PHONE EXP. DATE • PHONE s "1[2 ZIP D t) �u�,� ZIP ci( n C1,s i ADDRESS 7 l' E��_cl .. � L (xrZ L CONTRACTOR f�172e ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT G Y` V `I E LI C ADDRESS ZIP PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 ' ��' ri. u'` i 4 i' i�'�u'���1 ?.W e��y %i� SIGNATURE DATE APPLICATION ACCEPTED BUILDIk3 PERMIT APPLICATION >:: I HEREBY .THAT I HAVE READ `AND :EXAMINED THIS APPLICATION AND KN BE :TRUE. AND 'CORRECT AN r ! : M 'AUTHORIZED TO; APPLY FOR::THIS:;P.ERMIT PRINT NAME ■ ckt e 4Z Lc,‘ z ADDRESS \.)- `'�0c\ cAA T - c'cq OTHER: DESCRIPTION BUILDING PERMIT FEE'-' PLAN .CHECK FEE.' BUILDING SURCHARGE 57) TOTAL - Ia7 ..` t .,11-c 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 pi , i 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 EXPIRES fr4 `3,1,'C ••• AM . UNT RCPT # ' DATE 1 DATE PHONE A (e CITY/ZIP , >(, �` e(ke `'l<'XX ( nc�" "I PHONE 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. Washington State licensed:: : engineer Soils report stamped by a Washington State licensed engineer: • • : • . • . . • . : Topographical survey . " • ' . Energy calculations stamped by a Washington State licenSed engineer or architect . .1 ••••:, Legal description ,. • • F Working drawings, stamped by a Washington State licensed I ' architect, which include: . • Site plan : : • . • • Architectural drawings • Structural drawings '• • Mechanical drawings • Elevations • ••• Civil drawings r . • ••• .! plan . • . . . • : .• • :. : • ..: . Completed utility permit application (one for entire project) . . . . 1 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 • Dimensions of all aisles * • : ..• Tenant space floor plan showing rack storage layout, aisles and NOTE.' Include dimensions of racks (height width and length); aisles • and exit ways on plan: • ; I : •:- Ti Structural calculations stamped by a Washington State licensed ' engineer (rack storage 6 and over). . RESIDENTIAL • SUBMITTAL CHECKLIST :••••.• . : . ..1•1•11114.1111. NEW SINGLE-FAMILY: DWELLINGS/ADDITIONS • : .• [1] Completed building permit application (one for each structure) ri Legal description Assessar Account Number Two sets (2) of working drawings • • Site plan (On pian,..ShOWeiosest hydrant, location. Foundation plan ::• : Include access to building ;: ahcavirig Floor plan vylddt, and length of access.) , Roof plan . • . ' ' ....:1•,Building elevations (all BUilding•cressectiori: . • Structural framing plans • [ State Energy Code data ....... F Completed utility permit application ' *. • , ; • .• Six (6) sets of site plans showing utilities . NOTE: Building site plan and utility sito plan may bo combined. See utility permit application and checklist for specific submittal requirements.: Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT' IMPROVEMENTS [] Completed building ... • •• • • • '• pemilt application (one for each structure or • Assessor Account f con struction i. which inciiiCie' Two (2) sets of ct.rI :.. ..„ E Site plan .• : • :. : .: .. : : : ..: ... :..:. ,..: ........:,..:::....;.,:„.......:: :::::: ,::....... :- ........::-,....-:. _ : :: ..::::::: :. .,,..: • .........,::,:::.:,.: ......,.::,... :::"•:.:. :: .. .:::•••••• Location of tenant spaCe '..:: Existing and proposed parking • .Landscape plan (if applicable ; i.e., change of use) ,..___, - : • : . . ,. . • .-.....: , ... ..... . •:. : ... ......... -. . , H Overall building plan • ' •-•:::• :.•. • Tenant,loca .......,.;•:.::::::: . i,..... • of adjacent (common wall) tenant ••••:. •••.. '' • Overall dimensions of building or square footage „.......,. , .,, Floor plan of proposed : . . : :. ..::: .,:-.. ::•::,...,.:;:..:........ ..Tenant space use of eriChreernlah .,, ... .. • '0 doors, egress patterns,' 14 w walls, existing wall; and WblistO bedernellshel:i.....:;.'.:1•.:;:; ..... Construction details .• • .. . . . .. .. • • •• • • • ••••• • •• ••• •-• • • • ...• Cross sections.shOWInOiwall construction and method of , . • •-.• :•' for floOr"and.celling;;;; . .. ....„... Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) ... . . . ....... . ......... . ,..„ NOTE:.1fanyetilittwork is to be•done;:submit .• .• • ,a pp licatio n and . •.• • : • • • •,• • ••• • • %..• .• .•••••••••••• ••• • Completed building permit application (one for each structure) E Narrative describing existing roof, material being removed, and material NOTE A certification Jo': or Is required pnor to final Inspection and sign bein If' of ihepei701t.:•• . .. " •' • • ANTENNA/SATELLITE DISHES ''...••••••:•••••••••:•'•,••:::.-• • •. ::••••••••••:•••••••••••••.:::::,".•••••••:••••••••••:••••.:,%- ..„ ....... . . „ . . • • r • ••• •• ••••• Completed building permit application Assessor ..; Two (2).sets•of Plene;..whlph Site Plan (showing: building and location of antenna/sateljite dis :Detalls'•Ei dish::and:mothod of attachment RESIDENTIAL REMODELS El Completed building permit application (one for each structure •:••••'••:: '••• Assessor Two (2) .sets Site plan Foundation plan . '::.•'Floor ; plan • • .••••••• Roof plan • Building elevations (all views) Building cross section ............ framing plans • • • • NOTE If any utility to bedPaa provide utility permit application REROOFS .(MMIMED .. . . . Completed building permit application (one for each stnicture) •:. • .... Assessor Account Narrative describing existing roof material being ramoyed, and . .'• material being installed... ••• NOTE: A certification letter Is required prior to final inspection and . sign off of the permit. : • 5 5 • . PERMIT NU�PiBER ; DATE ISSU lEXP1RED ED ,... PROJIECT NAMFJADDRESS TYPE OF PERMIT : DATE : .. ED; OFF Lfs. 1 %1 - _.(-CO Qd c ri(t o n Lo-�' Q Lo sr A Ni{- -eri 5(0 1 f (50 pt cci°,�.mzitA Ll -t-41 6r�3adoor\ Lot- & CA) rb c_o+ , ' (o -11 5 l6 pi 5 - i - cis 5b-1�3-�a1 (.t.-. (_. r '3 i L o- - & �arm )(o' I I �c7 l s ° �' 1 roAn 5 1 - �aa tv -t -tii t >,�' ( � l I V''o o Y1 _ck -' W.2.r J5. (P 1 *. (Sc P I . 5 - 1 - Ra l l- (�' U F5r i ckcirn n Lo-- Q 1)o- r m Svtr? 1 5 50 � p 1 Wfi>^F -ms-qt 5 -t- a c.� - ' «-ao l l (-'a, Br` aAnnn Lo-t-_q Lar1d Nt-erin SU��� � (S P l 5- 9' @, - Curb ► -�� I I -. i ..a I 'fit adoo r, Lok q Cu-k- 5 c01n 5 (6 c 1: 5-- l a sQ- tvc -q.l L l-� 1 -q t5 ac�r�n L arm bro,an SV `1 „> (� o P1 S -.l -ca -tscr-c L - ('QI Sr„ o`cloor) • Lot- q 5.a.,) r b L 5o ei 5- ( -cra o-tri S wmT p- tqo-.► R- (- UI P) r ici cx anon L41-t- LI LJn.-EQ)- 15o p 1 'm 5- t-- q 5l 7 S -er Lit ccti-al l` (.. 1 �ri -cloon Lot 3 (5� PI 5- i -c( � (Q) S Felt- ei(11 cct;5- t tt (l-' l �. Q 1 r 9 ad.'UQ Y1 L 3 Cu s t rb 5 -lcia 5(n (p.) C�r� UTILITY PERMIT LOG CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJR INFORMATI Site Address: L"1 S. 66"rn 'Q1 e e . N'> Name ofProject: , ri , (;IrSCr1 12i Property Owner: L A 1',t11 Street 12Sc�1 ('gel - tea ��1 ' -�=io3. Engineer: Street Address: Contractor: Sra rn� Street Address: King County Assessor Account Number: 1 U Ct C - • PERMITS 0 Channelization /Striping /Signing R EQUESTED 0 Curb Cut/Access /Sidewalk •0 Fire Loop /Hydr. (main to vault) - No.: y Sizes: O Flood Zone Control O Grade /Fill cubic yards O Hauling O Landscape Irrigation O Moving an Oversized Load ® Sanitary Side Sewer - No.: O Sewer Main Extension Private ❑ Public ❑ >WATER D EPOSI T /> REFUND /BILUI >M0NTHL'Y:<; SERVIC ?` :;BILLIN ❑ Water ( UTILITY PERM& APPLICATION Name: Street Name: Street ❑ Sewer ❑ Metro ❑ Standby PLAN CHECK NUMBER: C? I ?"19 Phone No.: 4u2 -11 2 City /State /Zip: 5(.,t )»Jue, n gias Phone No.: City /State /Zip: Phone No.: City/St ate /Zi•• ® Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ IN Water Meter / Exempt: - No • — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • Sizes ❑ Water Meter/ Temporary:- No.: Sizes ❑ Other: Lc5\2c_- V4 CO , Phone No.: 1,)-SOY1 t?>n �- - P r c` cao, C,c:,l c lo City /State /Zip: 11 e uve u.AA --q Phone No.: City /State /Zip: 4 (0a -) \4 ® Single -Famii Residential DESCRIPTION . OFPROJ E El Multiple- Family Dwelling No. of Units: ❑ CommerciaVlndustrial iUi1S L INF ❑ Hotel ❑ Motel ❑ Office ❑ Retail ® New Building Square � ��0 Footage: ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing King County Assessor's valuation of existing structures: $ Addition ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: ❑ Remodel/ Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ I HEREBY CERTIFY. THAT 1 HAVE READ THIS APPL.ICATIO AIVP KNOW THE S IME;TO; BE TRUE AND CORRE Applicant /Authorized Contact Person A �L A.: , t. r:: ,,t. t. (print name) \ Ck"e . v e Z . Print Name: Mk, ekk . 1..01 z. e-- Address: 1 .).-Sc) +3e1 oet r- P --oefA / SL; I rc• (U 3 Date: c l A e t Phone: 4L - - A 1 Date Application Accepted: Date Application Expires: Phone: 09/18/90 SUBMITTAL CHE(( 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 SID( ,EWER O Type of pipe - cortI, dte, 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. plans If the are not approved, the applicant will be notified by letter of necessary resubmittal requirements. INNULATION CERTIFICATION (THIS CARD IS TO REMAIN PERMANENTLY POSTED IN A RC.ADLY 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, I HAVE IN- SPECTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS SEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: LOTZE WO RTI PLAN 7150 LOT 4 Address of Properly Q ROOFS FLOOFW , • ) Co - Type of Maferial BLOWN: Type of Material Enet wool Manufacturer 4 4 v 9 1462 SO. Fr cows 30 R Value SLAB ON GRADE Typo W Maforlal WW1 ol Insulation inches FOUNDATION WALLS (if required) Typo ol Material I -ATI4O SYSTEM Type of Sysiem INIGKT SETBACK THERMOSTAT INSTALLED HEATING SYSTEM INSTALLED TO NO MORE THAN 15(1% OF DESIGN LOAD GLAZING - ALL GLAZING INSULATED GLASS OR STORM WINDOWS PROVIDED WATER HEATERS - ASHRAE $0Ar80 LABELED WATER PLOW RESTPJ TORS - ALL SHOWERS LILTED TO 9 OPM INFILTRATION • DOORS & IMNDOWS VVEATHERSTRIPPED OR APPROVED BYASTM 2$11.73 INFILTRATION - ALL OPENINGS IN EXTERIOR WALLS CAULKED (DR $E.AI.ED FPE_FIAC'ES • OUTSIDE NR VENT (SDK SQUARE INCf-HE$) WITH DAMPER TO FIREBOX SLAB THERMAL CREAK CHEATED VAPOR BARRIERS - INSTALLED PER CODE RIA4Alil(S (N desired) By DUCT AND/OR PPE INSULATION Type olMaterfaf Thor me cell Dale and Place Sub-meatier (Irnulauon AyplicaIor) I es u 1 guard (Insulaen, Masonry, vie.) (Slate - SAME' A same as General CoMrador) By 5't'i5VE 1'1T°GEt:.AT.13 fie' Dale and Place 412(11$2 Manufatlurer Thiclmest R Value (Or trade name) t CTEROR WALLS Typo etMarartaf Cot tai nteed /O,C, Manuiaciuter Certain toed/D,C. Thickness 6 3/4 RValue 19 (Ot tade none) CEILINGS BATTS: Typo of Malorial Fitirf2GLASS BLANKET Manufacturer C RTA2N'TEED Thickness 10" FL Volvo 30 NA Sq. A. Covered (Or lade name) -- -- — Manufacfixer (Or lade name) M Brtercon Thickness 11 1/4 No. Daps Typo of Material Certainteed,O. Marxrtaduter Certaintsed /o.C. TNcknoss 6 1/4" R Wile 19 (Or trade name) 'i•hidnest R Vaiuo Montrlac urQr TNciaress R Valor (Or trade narrw) Mwi Molurer sane (Or trade name) Marestechrrer - Input Thkkness 1 1/4 RVe 3 I CERTIFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT. General Contractor (Builder) Conkadoes Rap. No. County Bid Perms No. Can*rador's Rap. No. UMW, " " 110 CH Ti u OWNER ectir / 1 ype o on , mil .ecalInstru lions: A 9 Date ante • .—V gr p . m . Requester: O Phone No.: a ill ,_. 4 4 0 5 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' 206) 431 -3670 Approved per applicable codes. Inspector: 0 Corrections required prior to approval. 4415Ethigg 44(-x' O2-2 Date: 0 $30.00 REINSPECTI ' N FEE REQUIRED;, Prior to,reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to•schedule reinspection. L RI No.: Dale: ■17:1 ecrWir / 1 tr,geffmr.4 No „. ype 0 nspe 4111Pr MI : 5. I S 0 n II .te a e : Special Instructions: Date Wanted; - m. A Requester: ), Phone No.: gqq 4463 \.,/p • INSPECTION NO. ID INSPECTION RECORD Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RM 3670 0 Approved per applicable codes. O Corrections required prior to *royal. 42- )e- el i"-• Inspector: Date: 5 _ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro eci:, cG1A� n �n �I� y A y'p� ion c - 14/ - 6 Address: 5ev LI? S, /5 6aat Cale ; , / 7 G 2 Special Instructions: Date Wanted: 27/92- amp. Requester: < Phone No.: citi 9, L1/ 7 / (1 SP • 1 0. 40 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431- 3670 : "Approved per applicable codes. nspector: El Corrections required prior to approval. COMMENTS: Dat e: .2-7 ❑ $30.00 RE SPECTION FEE REQUIRED; Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. I Receipt No.: Date: ' . ect: A //// or ti4-NCroe r p: 01 ns'ection: ' I , ` L 1 . i ✓Y PI , ate Ca ea: Li t ` / r/ • eclat Instructions: Date Wanted: Li .. P.. / r 92-, m p .m. ' Requester; �? _ ) 9 Phone Noq 1,l ^ 0 '2j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. e Corrections required prior to approval. COMMENTS; 7 v v C Y 6 h�/� O� nspector: INSPECTION RECORD Retain a copy with permit 0 PERMIT (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i - ar /n aa .l ! /, i YPeo nspe io' �..� / .' .tra rss: s # ,so, rate a e•: // _ q� �,, Sped Iructions :• . Date Wanted: �� ` 92 M Requester: Phone No.: — Cg A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f V (2d6) 431 -3670 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 4 C ,. ..- Type of Inspection: 6,6,,6 Address: 0 Date Called: �-�, cp —? Z Special Instructions: Date Wanted: Requester: fee Phone No,: INSPECTION RECORD Retain a copy with permit CTIDN No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., t100, Tukwila, WA 98188 Approved per applicable codes. COM ENTS: 0 PERMIT (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. I Receipt No,: Date: roe : ,, . . " Lo t L ype o nspect on • - Special Ins ruct ons: Date anted: 3 _ " am. (' u Requester: .► O.b Phone No,: • LA q CY Approved per applicable codes. COMMENTS: ' INSPECTION RECORD() Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval. eAc 4-N PERMIT N 206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: \' 1 K, St~ . 1-ii;•Prr D,A G - rs t r) G A.a_44G, AL /4- L TI e Ai NA 'N C C.4 ` mac, to S 1:e a e. z l a f-t NA/E. NI ; b 1J C.Q vy IaLE`1` `O F"171-4 6) P/Il `i t4E" f�c� NS/ .---wtJ F-GG-7 , Date Wante : �j — 3 -- 9 am. p.m. Requester:g i ;v PtaneNo.: gcg [ //� = ct: / jy mar .c. i / i i1 i. ype o nspect one . / d _ ..r AL i s ass` .1 s1 J ~ 6O, , � f 1:e a e. z l a Spe al lfstructl ns: Date Wante : �j — 3 -- 9 am. p.m. Requester:g i ;v PtaneNo.: gcg [ //� C INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Receipt NOT Plo PERMIT NO (206) 431 -3670 Corrections required prior to approval. .00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro ect: /41.111 ype o nspe. or j ..„. 44 ). _ .A1W-.41-... u....• ' ' • • ress: Pte 6' ' -2- - 2.- Special Instructions: Date Wanted: 3 1-- T2. . . Requester: ke:6 Phone No.: p - 0. EJ Approved per applicable codes. COMMENTS: Inspector: 0 INSPECTION RECORD A4-erkkkic +Le = Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 g- 3 93c required prior to approval. (41. • A ald 11 • r c l-St tt•d PERMIT NO (206) 431 D e [..] $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. II !.:/ /� r /��� ype o nspe on: . u► ' . r s , , . � J r ate a e•: . 41. Spec a nst ctions: Date anted 2.5 z gym. m. Requester: � I 0/9 Phone � [ Phone No.: q `'( P 10 O. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 (206) 431 -3670 Corrections required prior to approval. COMMENTS, f� ,; - � i�� 4 ..,), 401- l ?l1 Hr 6 33 (( UPhI- av 6.1_1 ,77 q J ' ` c.• ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: Date: P 'M O. roe Iii t Adhad micau ype o nspect on; , 4 ��•� press: , I GJO g ate a e. ;. / --, Sp: «a nstruct on: Date Wanted: " deb p.m. Requester: �aligw. Phone No.: MEM= • 0. Approved per applicable codes. INSPE &TION RECORD 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. COMMENTS: ' ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro ect ) ype o nspe' on • ress: , , n t Y f # ( Date Called: ') — I % - I Special Instructions: - (yam (,� C �"z-' " I "��2.(JV (9')-".' 5 . Date Wanted: ii 1 Requester: 17 f� Phone No.: 94 COMMENTS: • ■•••WwY-4 q +rp,rr Approved per applicable codes. INSPECTION RECORD 0 Retain a copy with permit CITY OF . TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 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. (206) 431 -3670 Project: I / r} , type o nspe ion: 7 e,0 • Special Instructions: , I 1- 0+ - I `1 Date Wanted: f 2 ." t - 1 am. Requester: n Phone No,: _ q q � Approved per applicable codes. COMMENTS: [inspector: � k . INSPECTION RECORD C. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 : eaS PE (206) 431 -3670 O Corrections required prior to approval. pate: erin O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: - 1707011177:* on: Address: . ( J7 3 r 166 .. / b Date Called: /1 / / Special Instructions: Lol --/py' ::: ed: : _, VJ Phone No.: M . / ' / r . / ...r.4 / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. r,.N..:y... NY'0.1441.'rv. " ay.'l.wa INSPECTION AECCPD' t Retain a copy with permit (206) 431 -3.70 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. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -379: Brigadoon Lot 4 5647 S 150 P1 PHONE; N (2011) 433.1800 THE PLANS FOLLOWING UNDER TUKWILA BUILDING PERMIT NUMBER O 7 THE APPROVED 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Gary L. VanDusen, Mayor Brigadoon Page 2 C 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 DAM APPROVED INSPECT. INITIALS DATE(S) 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 R 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 R 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 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: 5647 S 150 P1 Lot 4 I BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING (C) PERMIT NO. DATE ISSUED: PROJECT: Brigadoon Ridge (\--‘-an CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVER 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 470). 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. r' 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. 094 X 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 3 . 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 L.AN REVIEW COMM LTS Plan Check No.: 6 11 - n Project: VS • REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1986 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 contractors 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. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 Dear Sir: PHONE # (206) 433.1800 SUBJECT: Brigadoon - Lot 4 at 5647 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -379) 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. VanDusan, 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. 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 - $10.001 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. Sincerel P it - aser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig From GEOTE&i CONSULTANTS INC T o . L -U ' ._.i sfe2 is /26 9 _ RQ1 Asi_ e- .r *4 , <11r Uw 4 ui.f 9Sc:ea� Attn. _./ ' _. hire) Ate- « L- to .i:f_ Project 131" ►d,O.L1._� Subject .. .7;•zn r.a.r4. _... s.La t1_ .X _ XI tic i t• u c57 , Gu�e. (J i s, ' IT 1' . d/4 t 7f'1t` ff LLf , f 5 te. 64 w ! u•S fib() � //0(..v i Oct1t14:Pe. a./t 4r . i c»i Ca-aro ( / lc#,1 e be∎vik.)ro f y 4r use Q.+ 4. • � - Vci trri.iyte' ! a a . c . 4 a Sic 4 - i S /bV d r 4a•■14 St w e.. r . 8 /V e 'RC- 11 6 (- Ot� m 4 ,t�. (Jr. �. 4 ■ ©P, S o v, c� c•�.. _ -47- P ro FS .54 fu,04 -ur c c r - j-C4_. c% 114 i c5 0 s s how ..3 n co y". 4 p lo+ p (o vt s p- e._rorc4ati^,Le. uar • . + a-f roue- 4 p V) 0' "^; 7 c e of sLoL.vH e>A & f/<a+ fk,s~s � r C p lco , e-c) . Ir. 5o.v\,e_ co: iov..5 aS v . -/C4* p j . (D rot); ( �y Y D w 1 no�udt� ' C. Play O � j�1c5� �i 4 j ct. 1 r l h � L. A.ct%i u i c/pci -1.. 0 1` w A.i L c, r t^L; 13/ 5'I u 6 V V -4-7 beu`}ioKs Cb.■d e,Lc.■10A1 t9-S t 3el( m-S /K) Ki wtu p s copos¢d Poor .2 S I ctA o.. 44 y P 6L.A. \ � . % ) f re/4.. (•ccf b/ ESM w.ert t d as a. b,,s,s 'n' .Tcc Kr '.i II __.___..• - - -- - - - -- ..54 brNi t L 2 cc 'F i 4kl 3) 0ayc.t nA.t>~G RECEIVE) CITY Ca T(JjCwiLA PERMIT CENTER MEMORANDUM 13256 N.F. 2inh ,t (Nnnhup Way) Suitc 16 Bollevuc, (206) 747.36:8 Page I ._ y Date _1tr7 /3D /.4/ Job Number 89z5 'Fax Number •v& prv�os act/ 4,ya C/ j 1 ) I.,'7 a tti d d 0 G i,r., c.-, 7 ( ' vie+() r' e- To _. t GEOTECH CONSULTANTS INC MEMORANDUM 11256 N F 21M11 Si iNt,rlhup W �) Suite 16 Bellevue, X1'.1 (206) 747.661$ Attn. _. Page 7 of .. y... h From _ . Date Prolect . Job Number _.._... Subject Fax Number . lot' c. 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I'1 afe. prop \Jc.> (r.c1/4 S�K��u rY szu.).`r hi•ve Slope's A .Yc.e.ss o4 )5 %o tj'►� f by C$4 o C 'emu IKc v i )k Gig r cis , u. i tI r -Li rt aSE- v f d1:4.4..-Vt Ire) e1 e fe• v• o 4 P116 P J P � o;ni/S .3) 7j1 /olio- ick%$ 04 cc.1 1 i , - 1 .5;44 - OW'S l del on 1 01 pfQ va m pecet r pco be t i+ oc.e•Coi a i o n e e r .. e f= j 1J I - '1 I l N 1'"I :'•I $-1 .'1 I I-I 'a . 1 I =t t _ 1=t ua; 4. 4-6,, a.s - b1; p LA p b I'1 1-1 1 T .L. — T .- 1 •'1 I _i f CONSULTANTS INC T o _. . Attn... .. From . Project SubJect „ P rt. J ; cie c - c -4 GEOTECH CC: MEMORANDUM 13256 N.V. 2rul S! (,`'t rllwp Way) Suilc 16 Bcllcvuc. (206) 747 S618 Pepe_ of .. Date Job Number__ . Fax Number ._..... exc,cD L oc4S e >ao V. .444. cir uet,cJm. /044 P la�f- �► lak s arc Ca K s� s �� t� c4) ; /.& '& c,., r h o r. • & P r4,4 .S. itoe 7"X- (It We /,‘ J s y5 '.) 44. ]oe .e c2/ op, eas./ s ;de. •.r 90411hat wL ■1.4. lo "5 S �c.J .1-4.12_, � f- b � loc4.4 cd m., , � wi> f- /CY/4 4 / 0 , 4 , 1 fil1s i 0 in 4 aG4;.11 i T-i e S ,St.OLA. 1 a b.4 rdr foli -motel !N CPGGe, ( Qc3.v%Ge (.c) ■ 4-L our 6Goil ,Ca / 0748 ibtee floe Zap) Z9G t]Gs,ci �G+ i 'r �c 1��7 -' ?' Roche °kV cyccr” Di to ;re. 0cic 4 / /Pi 4 f c04 ► f/e,aSa COAt teS- 4,14.1.41'a eicz Il f , rx ta. 4JLtrt - .e.rOSion Con -fcv.+ce_ I betas {.,ed +c Fcc%.' c. c.cecs 0. ,svu 4 - 4 q 4.arei Spans .1.04.4 64. /o.cl d o.cro0 d • ✓ j ` •Y.bX4Y: PRODUCER INJURED (y.�jX4 � :^,j CO LTK ,trA nnr. ..r. • . t , • .... t .. " r• :•• wF . qr :d`�' s?':#: ; a r, f '�:• �(8 f '•i} �+x4 : /•.xs s.ir1 4X4 %K< {14Y.M.<•WrtoX•XrMR �� : ^. �n6� � /��'�vY NEWTON INSURANCE AND BROKERAGE KIRKLAND WA 98083.2606 LOTZE/WORTHINGTON 12509 BEL -RED ROAD, BELLEVUE, WA 98005 E':: : Y, / .v s.<:: .'� •r.Y Q• � i�.. P ; is.•.N n•�::2.(,•. ,:Ik,$k £. ?trs,).:}.• �yrc�.,•.�{•�,'� }{X �4:$ �n• xv. C•: i• �}: R' ��•.•: ��fA�R •S'ri:YrXG "iS'.GRiAi}l�?•n� THIS IS TO CERTIFY THAT INDICATED, NOTWITHSTANDING CERTIFICATE MAY BE ISSUED EXCLUSIONS AND CONDITIONS TYPE OT INSURANCE 1 •, 4,:y . ., l a st; '. r g t k > ' . •� .<€� •;� . 'e �•'b�' ° '2 RN.O:'°iK�•f�A�io ��G! ��ir�} �fi' fn•°. t? Yfy 4� ' AGENCY CO, INC #103 .$.Y .. K .4v .: 4.. ��,'..2y$Y'.4 .�•n 4IlY.:n�S° /:Y ?: tt: ?• :r;k.�?y",ns;. Y.: T . 4 } ; Mv .t n Y > /ix,[ �f^: l�h'• n' i' �. 4'!{` ih�viLi/.•% hC. r' 7��' nTAKY THE POLICIES OF INSURANCE ANY REQUIREMENT, TERM OR MAY PERTAIN, THE INSURANCE OF SUCH POLICIES, LIMITS POLICY NUMBER � : 4tS .:.E'x � pYx t 'r I; ...4..r ? •xv sl �.. 3 , i' : .,,.. : R: ' : 0 ; ✓ C, :f,I¢' 3! •:G. ''.4:�4' "�r�; :L $' ; '.'r I. '4s 3 fr144`ifi54�:iw f.i,}iMs - 4 - 4 � �: � •��}3•v�E:'4r c� °:.s �� �eBUEDATE (MM/ 4. O'.'c�.n••f�Y'd:. ^:S'�x:Y.• r'R�'c•:$;Yi:•r:E:Y'J.tti A?:v Y' g <Qb;,. sf� } n�". � i y�y�'•:, t• t4� '+t'o*3'�e %'• G '' ' .. 'Yi.��!, � • ..' • ;; I 10/28/91 k. Y : ,. . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ,_• COMPANIES AFFORDING COVERAGE SPA Y A AMERICAN STATES COMPANY ia LETTER ji° COMPANY t ER C COMPANY LETTER D COMPANY IEIT•ER E n {.%: �; iy::Y' /;i;h; %:• >S'j }4 w••i:; ; ',vY C'`•' -; � •(. r, ' p v "c yp C, S?•�'r� 'tv' ll . n^,S v'g2f:yr�Lp,Yr•jy,bS.r . i `� j y p ,{yam{ '.5 .: ' .. . : • —AMOR: 'Afk.:vn��'RO�ii:irLhi7:?i� rl:� �v' ri.• h�'` V.{' r' M_ 9 .1K4.ttNi3f�'Z•.7Y.�� %i�(a�4r1W '• /• -r e ' rC. :.'�Vn`.4A•.{�}:4t•. LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOL OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 POLICY ErPECTIVEIPOLICY EXPIRATION LIMrt'B 1 DATE (MMSDD/YY) 1 DATE (MM/DD/YY) 1 I GENERAL LIABILITY 1 1 X 1 COMMERCIAL OPNERAL LIABILITY j s R Fv 1 I CLAIMS MADE; X I OCCUR, I A S�tnnr OWNER'S A CONTRACTOR'S PROT. 01•CD•009866 -1 , 0912$/91 I 1 } 1 GENERAL AOORBOATE J PRODUCTS-COMP/OP AOOR, i PERSONAL a A INJURY 09/25/92 t EACH OCCURRENCE e FIRE D A M (Aoy one fin) 1 i MED. EXPENSE (Am' oae perm) t 1 ,000 f 1 1 000 , 000 B 500 B 5000 ' 00 B 50,000 f 5 000 AUTOMOBILE } I 1 LIABILITY ! ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS 1 HIRED AUTOS NON•OWNED AUTOS GARAGE UABILTY ! . COMBINED SINGLE LIMIT f HODO.Y INJURY (Petpetean) ( BO DE Y) URY 1. I i PROPERTY DAMAGE 1 ` i I 1 EXCESS LIABILITY I UMBRELLA FORM OTHER THAN UMBRELLA FORM 1 1 BACH OCCURENCE ` AOORBO�ATE i K ° WM AM $ B i"'' fa44 11', '_'; a'..I �` i111t5 `,`• 9}� JiE'o1Ar' $ II 1 $ �� 0 WORKER'S COMPENSATION 1 AND i IIMPLOYERB' LIABILITY 1 STATUTORY LIMITS 1 EACH ACCIDENT 1. 1 DISEASL •POLICY LIMIT 1 : DISEME.EACH EMPLOYEE OTHER c,TY I OCT ITEMS PERMIT :<•.w�.. ^':..••••.v ..- ..t +r. •K .Y:. ,o:, :R y..G$y:t;r ; • ?n), '' Sb. >Z..:y .; �q> �c....¢•p�q. „ { F �. j:: t ..:}+ k�i45: �Y .4w 4. nv. 101 •• }r,X ' • ": n' . �. Y i!' � REbEIVED oF Sr.• ey o...,�.. L SHOULD EXPIRATION LEFT, IIABIUTY ruKw„� Lo tv, CENTER ... ; `, j ; L/ (� .. ... � �: C• ��{) �{ ANY OF THE DATE MAIL 10 DAYS CiTIPECT, fr Pe 49,5i NTFR :<� ":i1S 'S:VS? }2 {�; ?: : ,:t:: >: :�;F:c:C4S:.: '.•':F >:L4 Q;✓t':� °'''Z4 :'S' � hi: ..r..�.• ;�. >.:: • {:;:.<. .r 'S <i ;qi v. .'4" �' - / (•.Lx.. 4 .,.tr$.h.,:l �r�: L.'tT,,^,1q' +�r�{� y4i . 'g yQ!3y�'�y{.a�� �,� :t�[�nv�'n' <A}'i:n.Ma:%,h''•:bY rY�•' 1. Yw�' LAd�vw�• R• S; a�S�i} Sk•�l�Y.°(7{�t•��.�i•�K•x�e.'�' tCYAAWYi,Rp'�}{�ni��t: ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TO MAIL SUCH NOTICE SHALL. IMPOSE NO OBLIGATION OR KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. DEBCR or OPERATIONS /LOCATIONS/VEHICLES/SPECIAL ... ... .. ...:♦ '• .i .tr. ..�.v ..ti'�•4ri::•:�:y:: � �. x•R.:...R .,} ...E �. �.u 7}. C k►� .... •:4...•.•.,•,,,tri; ,.f, ,x . L., Mh?. +..�A��!t' • :1,:�i��.KQ{.��.1'VT i' F•R•Y�4:4:4' ? .f;4 , [ 4: v4' A The City of Tukwila Dept, of Public Works 6300 Southccntcr Blvd, Tukwila, WA 98188 •,,s16. " >FO .* u 4...0 nxyl .. 3Ailt ..;C5+ , nyn:y BUT FAILURE OF ANY 4 '” AUTHORIZED REPRESENTATIVE i t ~ ': ° `.?;`r;: M: ;c°rr.✓; . )j'.tl' ' ri �7 . ! k iAM ii:.:: LOTZE WORTHINGTON TEL No .206-454-2073 Oct 31,91 8:41 No.001 P.02 '•1�I t yA f�+' `' r ti:£6';: . }. jg :• p t' 2•pi: <Z R: r{ '. $ i4; $ 'f5; .3;..h, <c,•h3 ,5t'$: >:'v':'S�'i. t3 Q ;• AA t't:+�i b' . •: t ... ;S + i .' xM w .. i ?Q?�i$': � b% Y:' 3,. �,. �•' �k.,.. r. ux' �; 44. n' �•,},.,.... t.. a.:• F: R: �S!¢ 1 4: E: ��� !'�.:3:,.n•�;.:.:g3'ar•e: r:o: . },:Z d.:.u.F. f�.•.• •.e, n i1' t1L �ufi gto ua� Bellevue 10525 NE 6th Telephone: Financial Cenr P.O. Box 426 (206) 464 -4855 Bellevue, WA 98009 ASSIGNMENT OF ACCOUNT This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthinoton 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 Uj 4 j . 199/, ACCEPTANCE The Und signed hereby accepts the foregoing ASSIGNMENT OF ,, r.AC /42 Y /9/ Date ank.Officer for Washington Mutual Savings BBank / �� G /�/�L/.� l / 1� t• �..� (`�}l/1 IVY Depositor , Washington, this z)s't/ day /v /mod /9/ Date temporary erosion plan silt fence placement The Plat of West Ridge Tukwilla, Washington Lotze Worthington Company W t 10<16T. Iti' • CP 6TOR11 DPAN LEGEND - ----- 8" 0 PVC SANITARY SEWER -- -- 4" 4' PVC SANITARY SEWER SERVICE - Au 8" 0 D.I. CLASS 52 WATER MAIN -- 3 4" 4 WATER SERVICE - ---- -- 12" a R.C.P. STORM DRAIN 4" 4' PERF, FOOTING DRAIN - 4" 4" b SOLID PVC ROOF DRAIN .� ••--- PROPERTY LINE PROPOSED TOPO LINE EXISTING TOPO LINE V— 30" UTILITY TRENCH CATCH BASIN ® SANITARY &EWER MANHOLE a FIRE HYDRANT ASSEMBLY GATE VALVE ASSEMBLY P CONC. THRUST BLOCKING 0--ra STREET LIGI -IT MP.E. MINIMUM FLOOR ELEVATION M,8E. MINIMUM SEWER ELEVATION M.R.D.E. MINIMUM ROOF DRAIN ELEVATION MP.D.E. MINIMUM FNDN. DRAIN ELEVATION 191 LPa'•Pv•C 6642 z - r T 1) STORM DRAIN AND SEWER AND WATER BEDDING SHALL BE CLASS "B" BANK RUN GRAVEL. 2) MIN. COVER TO BE 12" ON ALL UTILITIES . 3) PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARDS 4) TOTAL DIRT MOVEMENT TORE APPROX. 100 YIDS. PROVIDE SILT FENCE AND STRAW AS NECESSARY. FOR EROSION CONTROL. 1.o'r iG4 OON PLAN 1150 0 10 20 40 1:20 66 K -POLE 1Af -4a 5996 CLE.411OUT AT .LEV.'20100 5641 8. 150TH PLACE PLAN '1150 MP.E. ■: 210.00 167 C8. trrE NEAREST FIRE I4 D m i ! •z02 202 • N & '21" W • :00 2k7 • • • • • • • • : 10' R>:AR BSBI: CITYCi; :T „ m, A PERMIT CENTER 210 m tU m z • • • • • • • • • • • • m m rrl 1..0172 "LI)o 1 I ' 1 0N OrIPAN'r 12 13E 8 . B I E, D 9 462-1 12 51ENZ- SCOTT Architecture and P{annlnc1 2100 124th Avenue NE. B W4 9B005 883- 9118 2. SLAB 3. ' SLAB 4. FRAMING PERMIT # 6507 CITY OF TUKWILA BUILDING DIVISION MEMO TO: DG FROM: RSB DATE: 2/27/92 SUBJECT: STATUS : JOANNE POIRIER PERMITS # 6057 AND 6507 ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PERMIT # 6057: INSPECTIONS COMPLETED COMMENTS 1. PRE- REROOF O.K. TO PROCEED GIVEN 9/6/90 NOT APPROVED 10/4/90 FNDN SLAB APPROVED TO POUR 10/5/90 NOT APPROVED, CORRECTION NOTICE ISSUED 7/3/91 * ELECT. ROUGH -IN REQD. * COMPLETE NAILING ON CONNECTORS. * 12' OF FRONT OF HOUSE NOT REMOVED. NOTE: LAST INSPECTION WAS 7 MONTHS AND 24 DAYS AGO. NO INSPECTIONS CALLED FOR TO DATE: APPLICATION EXPIRED 9/1/91, UNLESS THERE HAS BEEN AN APPROVED EXTENTION OF THIS PERMIT APPLICATION, THIS PERMIT HAS EXPIRED BY LIMITATION. (PASSED DUE BY 5 MONTHS). September 30, 199:t Robert Benedicto City of Tukwila, Planning Department 6200 Southcenter Boulevard Tukwila,. WA 98188 Re: Brigadoon Ridge Thank you, C Vickie Lotze We propose to comply with the ventilation and indoor air quality code at this project in the following manner. 1) install Broan Model 360 Mxhamst 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 flrann Model 360, Fan has a sone rating of J.5 and a C.F.H. rating of :U)0 at .25 inches of water gauge. 2) Fresh air will be provided t.hru the forced-air heating system. . A motorized damper will be Installed to regulate the flow of exterior air into the structure when the fan is engaged.' The duct will be 6" in diameter and be insulted to a minimum of R-4. The motorized damper will limit the air flow to .35 to .50 air changes per hour. 1.0TZE • WORTI I INOTON COMPANY INC. RECEWED P‘ orruKvo- c OCi 1 l PERMIT CENTER ( AmNmitm , Cownt.wroutoRmAI.EswovDmmAwmiNNT 12,509 I 1:oA i, Sum: 10:1 • IINI.LINtim, WA 98005 • wo(I) .16:2.71 • lo AN (.0th .154.:2073 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -379, 91 -380, 91 -381 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 1, 3, & 4 ADDRESS: September 18, 1991 The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 1. THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT AS OF JULY 1, 1991. THIS CODE REQUIRES A MECHANICAL VENTILATION SYSTEM IN ALL NEW CONSTRUCTION OF RESIDENTIAL OCCUPANCIES. VARIOUS METHODS ARE AVAILABLE TO PROPOSE COMPLIANCE. THE PROPOSED METHOD MUST BE SHOWN ON PLANS OR ADDITIONAL DOCUMENTATION MAY BE ATTACHED THERE TO. ENCLOSED IS AN OUTLINE OF THE BASIC CONCEPTS OF THIS CODE REQUIREMENT AND THE VARIOUS METHODS OF SHOWING COMPLIANCE. PLEASE INCLUDE IN YOUR SUBMITTAL, A NARRATIVE OF METHOD OF COMPLIANCE, FAN MANUFACTURER, MODEL NUMBER, C.F.M. RATES, SONE RATING, DUCT SIZES, AND PROPOSED METHOD OF DUCT INSULATION. IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, CALL 206/431 -3676, BETW.EN 8:30 AM AND 5:00 PM. PREPARED BY: ERT BENEDICTO, PLANS EXAMINER PLAN REVIEW NO. * D.C.D - BUILDING DIVISION * PLAN REVIEW * DATE: September 18, 1991 91 -380, 91 -381 PROJECT NAME: BRIGADOON RIDGE LOT 1, BLDG.PLAN 7150 LOT 3, BLDG.PLAN 7155 LOT 4 BLDG.PLAN 7150 OCCUPANCY GROUP: R -3, SINGLE FAMILY TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O,K, PER TABLE 5 -A, REFER CHECKLIST BUILDING HEIGHT /NO OF STORIES: ONE STORY, DAYLIGHT BASEMENT. FLOOR AREA: MAIN FLOOR = 1454 SF LOWER FLOOR = 578 SF TOTAL DWELLING 2032 SF + 730 SF GARAGE W.S.E.C. COMPLIANCE VIA COMPONENT PERFORMANCE APPROACH WATTSUN PROGRAM. REQUIRED INSULATION VALUES ARE NOTED ON PLAN. O.K. VIAQ CODE INITIAL REVIEW SHOWS NO INFORMATION REGARDING COMPLIANCE WITH THIS CODE. REQUEST THIS INFO. NOT LESS THAN ONE SIDE. R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. V/ SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. ✓ SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE APPLICABLE AND ARE INDICATED. FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON AVE MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. 1 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. ' ''(E l R-'RP tA.N { 4ArM BEEN 111OUIPa FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 I _12k ES THICK__ EXTENDING 4 4I INCHES Q OU O OUTSIDE N T t A. �REPLACE WALL. FLOOR PLAN( S) ALL ROOMS ARE LABELED. V FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. V 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. e{.lE tve.t Ga t.G'S 4 e 5( c(Fts'D 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. 0✓` ROOF PLAN ALL ROOF FRAMING IS SHOWN INCLUDING TRUSSES, RAFTERS AND HEADERS. GRADE AND SPECIES OF WOOD IS INDICATED ON PLAN. V ROOF PLAN METHOD OF PROVIDING FOR ROOF VENTILATION IS NOTED OR DETAILED ON THIS PLAN SHEET. PROPOSAL COMPLIES WITH 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 /NOWT LESS THAN 30 INCHES. Y BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABBLISHED. \#// 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. sal FiALLtie,livistg.gp STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.H.C. SEC. 3704 (C HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. V 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. (o-c'xop '#ECslMT. 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: WATT SUM 3.1 1' ?'? 1 t'J(:1 STATE h.:i' EF.6.1 ':;ODE COMPLIANCE REPORT 0%.3:12 FILL: C:\WITTSUN5\PLAW150.WiL HOT LE I 1 : : P l a n 41' ._ =..... == = =_.. :art= _ :.. a......:: ta....,......_..._._....... .........=»... «:•r..r::..... :....._._:yw==c._.._.._= ....._..-._:a=..._. == = == = = =:c:.-..- = ===: Lei •t•ra LOT 4 BRIGADOON RIDGE TUKWILLAJ • WA Homeowner: Same t'ai1: Wilder: Lc :'t:•: '-- Wc3r°tl°tin!,ton Company WA ether Data: 'Seet:•b1c:. t'J,i r'ddr'_rL. 125J09 F:ol -•Red road ill I,r 103 Climate Zone: I H•, ra PROPOSED rJCi'%E ] r.'r REFERENCE F I.C1F O BF_L' I I•::►:it'IPOr•IEIIT PERFORMANCE 59I . 550 Btu/hr-r= I ENERGY Y 131..1flfa E T 9.61 9.05 I: 'Jh • i• t:. .'r =..-====....-._...- .._ =._.zcrc._•....__.........= :.r.:.».............. = :..............»__ ........-..-._._.====.'-__....: : =e........= =t_=...... =.,._.a_. Fti:FEF :EFICE t.E ,ION i :.omdc,nc,n t• L:t:; Wall GG S l a b b On Gradt. Slab Flour t ?.t t;:inCI 'i1.:1i`. .•d:• Wall 'it:,.'li' :ht' lit •f i J. I;rtiI.iort F ROPIJ Eli DESIGN COMPONENTS 1 :,o(c'c►onc:r1I; L'13 l'Ja1.1 Litz Slab On Grade Slab Floor Glazing d11;'. Doors ( , 0 Wall O ecr•icttion Value A Area = 1 J41 R11 dep,,l1 U-0.062 2:.4 RIO 2' horizontal F- 0.700 105.' :0 R19 vented Joist ifJO. U-0.041 :0.7 2131 Vinyl 1/2" U-0.340 I'l':'.4 Wood 1-3/4" solid panel U - -0.391 7.'it R19 STD 'T'1- -11 Ii- •0.065 1:5.0 Analyst: .1' c r' 1 =_' :i i ._ t. .1.:►rt : U t i l i t y : F l o o r Area: .. _. 5 , f I; 2 •*C:CJI.1F'L1'C S* with 1.9cil WA Stets Enerov Code. CITY OF TUKWILA SEP 'U y 19x1 Reference Value . Area U-0.041 _,76 . F- 0.640 1iit3.fr; P-0.540 1,'.:f I U-0.041 50c) U-0.650 353.4 U-0.100 20.0 U-0.062 1 841 t ;, U - -':'. t:r :S tJ • h3 . U-0.036 i x15 MI NOM Reference 10 I1 3 7 r t 1r:0ft 15i -ft; 2 20,0 1'433 Urr ===...,.=============================,============- :.z` � .t :".t === w : «:Z'.-..:°.:�.::...:....:J�:Z: . .g .=r,=_.... I ! r:,,i' i in I,:;,I•aart l F,r:, r not i.r►r.l u':rr;':► �C 0111= f11•IL I � L ' 1.1r 161.11 :11: i•:,1- :' l .. - ' FILE: [:\WATTGUN5\PLAN7150.Ws HOUSE lD: Plan #:150-71' =========================================================================== :;kylxuhts 21 A]um 1• 2" U-0.820 8.0 t,•' [et\ing R3') blown Attic �[k baff U-'). i454 5Z. Infiltration Standard Air Sc7alinc 6CH-0.350 Fry50ft3 t1.16.! --------------------------' Pr000sed UH 550 Struc Mass ----------------------------------~------------------------------------------- • HEA'[lHG/COOL]NG/VENTlLATING SYSTEM'S; Heating System T>'Oe; Make: Model: System Efficiency: 8o Modified Efficiency: Heattno Load(at 44F dt/: System Size: Ma:imum Size Avcrape Annual Heat: Annual Cost: • SUPPLY. RETURN Licht Frame, Sheetroc\/ walls U-3.000 Location FPUPUSED 6ea Furnace Pa 37pcan048075/ All in heated soace All in heated soace 31��5 6tu/hr 34695 Btu/hr 52042 8tu/hr 1()5 MBtu $ 5qi • Ventilation 'r;pe: Non-Heat Recovery Ootion: Oorion i [ou1inu •Lc`ad(at 4F dt)x 22446 Btu/hr Pecommended Size 0125%: on Solar Access: Partially Shaded ••••• Me • ■•••• AO in. ••••• ••••• •••■■ OM. •••••• exo. a•O; mos tw ``40 MO .0. .44 4.0 W•••• •••• MOO 1•••• *4 • ••• an•`'•■• WNW Ini■ we NI. • .1 PROPOSED DUCT SYSTEM (.:/vq -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-___ Rva1ue Surface Area ----------- -~~--- = =======================-===m Paup I ===== PILE:'C:%WATTEARInPL61171.50,WS IIQUai ID: PLAn =, .= 'OLAZING ONJENIATION South: Southoast: Ea5t: Northeagt: .PROPOSPO 65.0 ft2 0.0 65.0 0.0 41r • llorth: • • WeRt: Southi e .6 17 proJrosED 65.0 t.2 65.0 0.0 . Economic and ime'rgy:consOmotloh (.ktimateF, or6,Aer4Bitined for co.rat , ouropsies oniy, OctOatco5t for neatinq w01 swar demendino ond i t i oc utno t 1 ty1e And other ctora. ,,,==ri===============r,============== v4=====.4.41",==:".„."="=1„," ady P-ef m ;� ptan Crick Sur Cbar9z.. CITY OF TUKWILA 6200 SOUT110ENTER (BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: Q k 1t DATE: 3P,pt-L Mb -12Y G, i c CI C-0.-106 SUBJECT: � \i ckl.ve_ c Lon. r u on 15 bci,ed on 66idknc UOuod Pn' Ica I. r ctcloon 1-iDA" �1 MEMORANDUM 145 u $ (04.1S 61C toMI L LoV v4 16.10 °TOt (DcDS•oo 1'11ONE 11 1206) 133.1800 Cary L. FanDusru, Mayor SL 4A- lc 161) q3, a 11 10`7 ) Cce - ..Y J (60(6 eat. 1 Z . 4.So 1, i -otv. 60 No.18 LOT t • The soils engineer of record will be retained throughout the construction phases as necessary. ' 'Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted ' ' stricted to dry season construction (Mid June thru October). A schedule shall s be provided outlining diy season construction. A temporary erosion control plan shall be part of the submittal to mitigate all potential erosion problems associated with the construction of each private unit (3) :.- three Deciduous trees shall be planted on each lot' prior to final approval' of the building permit. As a requirement to the Final Plat approval. FIL COPY I understand That the Plan Check approvals aria skied is errors and omissions and approval of plans doss not avihortza thia violation of ow akla_ coda or ordinance. Rsceipt of ;cnntr. tar's copy of - . plea acknowledge/J. r • 1- & I' r I CJ II I x 12 x I'j I • FOUNDATION NOTES: FOUNDATION PLAN 1 b Fc:oTi Ne9 GGXfG WALL- 1, ALL- ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED ; d BEARING CAPACITY TO BE 2000 P.S.F. - .f • ALL WOOD IN CON IAiL°T WGTH CONCRETE TO BE PRESSURE TREATED., ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. SOUD BLOCK OR BRIDGE AT MUD -SPAN OF A . FLOOR JOISTS WITH :e SPANS GREATER T ,; THAN iQY..pM, .._� t�, } . FLOOR JOISTS SHOULD BE SUPPOR3"EO LATERALLY Ai EACH ENO Awl AT EACH SUPPORT, BY SOLID BLOCKINO BY NOTHER.APPRQMFt.; METHOD. t , ° • •.t' 7 - • • y . q + r *or , ;` c ml� 3 f r . / , X1 .. •. 7 •. .. 1311x. Dia140 4 fws .":"?''.."$ ww k'E: W iaiurnws lbw "Mtu.o.►oetr %ANL u 0.54 6444/ 4 'BFI' �il'��SCM7�•; 1 .':.:1511111i.iiiiifillitgli'illiiiiiiAriWsi roil] et, ill iiiii di — 'FF FLcct2 q0 -L1 -b )( 61 OW 41-4-- J 42N1 4"2 2 6-TUs2AL- hlist_Liv. Garage ar1PobT'4 $Lt btvie GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 1988 UBC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES 10 OUTSIDES. Y EN 3. V t'dVRtER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70" A$4VE DRAIN INLET 6. SHOWE LIMITED s TO BE 10 MAXIMU 3 G.P.M. FLOW!/. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET 1D B2: SAFETY 3LASS� , � ,, 8. ALL GLAZING WITHIN 12" OF A DOOR CHI WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS, 9. ALL SKYLIGHTS 70 BE PER UBO CHAPTER 34, ' lo Living MAIItFL- i4s4. w 'Fr t 4 r' 6 ez_ep t el4t2Ae-/ G 1 FT - ToT' 4 22c„ 3 `? FT G_LAzIi)& 4:p or (I% R--to Y4 L f iJ or r 4.e 44 1011 4= 4 III piev 2x ZpiG t "I I f 1`t� "1" .1 ° "t t` tl, 5 No.18 ,, 6 1 ..N... a.+ �.x v r ,. O1; 4 4 01 /%1•471 3174:sffrP?1, .•u:n yet jay.r:. ,a?rK' :g t ^' Y. 1 47 7t 4 ' . .. �£ t5 !� .. . ,...�. , 4 3 r r ,--. 4x 4- re'.11'+9 (Akat%izOONabia �ATaI. klovVMENT ..12C MI MIN MC =I ■:=11Gurier $11111111 - MOM MINIM -- 111111•111- UMW ...IMAM Agin o 2 1• Jolrriv U LO Wt ArrPt 1-14440e o Tb 1.<55174 I e.ovret9 TO Kim W I TIC �2 r1 L�sl�✓ 2.4 1rnC�r�Fs�ep. FLOOR FRAMING PLAN ,- FRAMING NOTES: .,? 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLocK OR BRIDGE AT M1D-SPAN OF ALL FLOOR JOISTS WITH • tF _ ^A SPANS GREATER THAN 10' -0 ". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND ,v AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. ,U. Trt? 1 6 1Z I rrt.. flzoM A e'. CTKP) ALL FRAMING TO COMPLY WITH ' SPACING 10 CONFORM TO UBC SECTION 2510 (F). BOLTS AND OTHER FASTENERS 1;1111111M • 'r'r '' 111 `r ; I 21 , II rfil Atto AIM& rxialitron 1 ,,„ 1154,frar .1111/44F AtelPWAIWAr> r A Fir UBC CHAPTER 25. NAIL SIZES AND SECTION 2517 (J) TABLE 25-0 AND Ttio CONFORM TO UBC SECTION 2510.: r1 11r r3�r�r r�r�r`�il��lr�i ►Itlr'�'tl' JI ►Ir rl'rlr I 1 I I 6 No.18 ff nIM L 9 5 fi fl Z `w3 *i I rr 11(111111 III Millr Mi Gf I z'r7 t? "1'eup 4-02 ( GNn fl)( SAN I2! 2►► f ROOF. FRAMING PL N ROOF MME N 1. ALL HEADERS `10 SE 6 x'8 OF #2•UWLES$ NGrEp OTHERWISE. 2. ALL TRUSS. SHALL CARRY MANUFACTU ERS STAMP. ' S ' r SHALL HAVE DESIGN DETAILS AND 110ECIFIONtIONS N SITE FRAME INSPECTION. ,'. 3 I ? f ,; �' I. ar r.'i SHALL SE INSTALLED AND. DRA4 M NUFACTU aR'S t;' SPECIFICATIONS. , ;,, ' le NCB TRUSS SHALL SE FIELD MODIFIED WITHOUT PFIOR CONSENT OF THE ANt ,THE U LDING tEIART 14. P.R( A S E MINIMUM ' sc 30" 04:114 �etINIMLJM s '1 li • '.% n 1 OM ,.. " , y�.1 t � x�. ?. i! . . � lrtr , t r � �k ' y 9 rD �tb ti . ..." ., 4 r 1y22 e✓p44.1 12 P& DE itTTIG VEN'ilLialON PER , u yea 14 14 'Ti-rraL. VNTI C - 1 - I OF Pr.e.epiJilZaL9 - ° 1. Co frJC,) DI= 141 FT My`aT r,Fs 4 rrU 1 `fop V/3 of c.. CITY OF TUKWILA APPROVED i OCT 1 1q31 1 11 4 tilt �if i1 I ri f; Tx 'ry T IYII T I 'IlilriliihIi��.i�ilfchilli 6S'S^ L iitili�iiiriili 9 =' ' i��i�Ii $ il!iI he'd) I x 3 ov Erz Ix to 2x34' - r I x to !IIflU11111111111IIIIIIl Holum IIl1!Ifluiilimmi 1WIIII IIINIIIIIIIIniffilm11-- -•,•.. !4� I P rEFJH 111 �i r ( ir7tt 1 11I�I i1ijI 1 51 --=_ No.SB 4 L-OUVR ‘161 I ■ 1 y 2d. LOUV VGN 2x (p T(4. t2L»2 w/ I)( 3 I 71211-1 RIGHT SIDE ELEVATION EF SIDE ELEVATI vL- FLASH 1. .4.4 - o t:X -Nr t 24 ,III )(lb 11 GONG _ rAh '(b 0-r vie) Nita 12 mtz.L.4 �cv u IrA-i 12AI L w/ fi v - r 2x0 6 -j' ac 4x4 jo 6/124A /20 19 y1411,1601. 12pop I / )( €' ra -90/4 o t / 1 i miL G /( 1•-+ 1 �U W E oot C 1 x 3/ 1 4 4 i x )x 4 p.11Nn01,.1 - 11 4. 1M • 7 4 7 e61101 17 I N� . c" REAR .411.114m. .48444 I 1 .: IIC i ( C.4 hirrV llliIilil illlIiii Il f li l lllifl i Illi.hiii ;IA ire Ilti llli ill7f thlir ` 1 r SJL •s 11 ` ✓ tiet.J �1ITh An- : J r) x2L=r t,' i C' fI -1 Gli °TN tiz �' Lim , 2;1 11 00 FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK Ut NEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATF.F3 THAN 10' -0" 5. FLOOR JOISTS SIHCit`LD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPOFIT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. r ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECT ION 2517 (J) TABLE 25 -Q AND SECTION 2510 (F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2610. 5. PROVIDE ATTIC VENTILATION PER UBC 3205. ROOF FRAME NOTES: 1. ALL HEADERS TO BE 6 x 8 DF #2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS: SHALL CARRY MANUFACTURERS STAMP SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT. OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x 30" WITH MINIMUM 30 HEADROOM. • , acs 1.0,c —v •r+y, ion c ..� -.. = — .rnwxr . . /Art (. / -vr J (4 ci4 k ) .:. 9s.': t;•,.1, I ,' ( ` / ' r i" No.18 • • RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt A EI i ;illi iilllOM � T ��I :r >>iril���l�l . Mill l��i�i l�ll�ll �l��il ll�l�� ll ll ll�°r�l w � 101 RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt a, 8 111411 L : 01111111 1 OM i „- „iii,m,„,1,11, 111 I 8 111411 L : 01111111 9' 1111/111 OM i '4 11 ' 1 Wi >d 1 or ?TiJG (`)01=ATil 1 To ILeY.) ' 10 R f ) • . ;- HIP' 1-4/0 1 1)z..11_4, r L. utit> STAIR NOTES: STRINGERS TO BE FIREBLOCKED AT BOTH "TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION: MAXIMUM RISE 10 BE 8”. MINIMUM RUN TO BE 9". MINIMUM HEAD HEIGHT TO BE 6'-8". MINIMUM STAIR WIDTH TO BE 36". '-z? i f • ; PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. " L.rt PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W/MAX 6" CLEAR SPACING BETWEEN DIVIDERS. & - Gasorroa Mut,t, w / 1 0 /004, 1 OF oisio 'KW 1" 01-11,PwleMT ?..L.C2c rpt,Q.1& osz E5W rooriv46, T2 e; m114 c-omr v-Viv mug" otz Gor7ANte evAa-V-0 ‘A/ . (24" 4)0,64e.ea) w/ 44�4. - lb ee-• Ve kV 24/e• ft.:(4o7V 1 FuGul , o 6 42 Afrre.c.vmo l vit4elze re)-trelet,) 1 vat.vT(55 ex,oc.dv.iNca tbeiro-t6 r2-v Irk v‘oforr 6#1414.3e, )4)0 dioti.vvp , , 4- pteers re: e rArtwit.i, • DIVISION 1. GENERAL REQUIREMENTS All work shall comply with the most recently adopted edition of Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Washington State Energy 8Y Code , and applicable land use codes. Contractor. shall verify all existing site conditions, site de- velopment dimensions, and building dimensions rior to proceeding p p e ing with the work. Building perimeter and floor elevations•shall be established and building setback and height restriction compliance shall be verified by licensed surve oy r prior excavation. Any discrepancy in the construction documents-M11 be imruediatel brought to the Architect's attention for resolution. y Written dimensions shall have precedence over scaled dimensions. DIVISION 2. SITE WOa{( Clearing and grading shall conform to a licable regulations, '1 PP $ ohs, and shall l be conducted such that erosion of soils is minimized. All footings shall bear on firm undisturbed rbed soil. Foundation design is based upon an assumed average soil. bearing value of 2,000 lbs /sq. ft. unless stated oth rwise.'Provid e concrete fill under all over-excavated footings coarse granular fill under all alover- excavated slabs. j Back fill foundation drain at perimeter of building with g coarse granular fill (1 1/2 -3/8 clean washed rock) with minimum of'12" wide blanket extending to finished ed grade. Protect drain tile and waterproofing. Compact areas within buiidings which -are to be covered by concrete slab to of maximum dry density. Compact areas to be covered by paving (walkways, driveways, patios,) to 907. of•maximum dry density. Rough grading shall provide positive drainage away from building.. ee Trench to elevations below frost line for storm drains, water lines, sanitary sewer (or septic system) and irrigation sleeves. Provide perforated plastic pipe foundation: drain where shown on drawings. Connect to roof drain and storm water system. In jurisdictions requiring separate roof drain lines, ptovide tight line connected to roof drains, in addition to perforated foundation drain. Rockeries and retaining walls shall be designed and installed per applicable code. DIVISIC :: 3. CONCRETE WORK All reinforcing steel shall be grade 40, deformed bars. All tie wire shall be 16 guage double annealed wire. All anchor bolts, nuts and washers shall be ASTM A -307. Lap all reinforcing bar splices a minimum of 30 bar diameters. Minimum concrete compressive strength shall be P.S.I. at 28 days unless noted otherwise. Footings and foundation walls shall contain a minimum of S sacks Portland cement per cubic yard, slabs shall contain a minimum of 4 1/2 sacks per cubic yard. Exposed aggregate slabs shall contain a minimum of 5 1/2 sacks per cubic yard. Provide broom finish or exposed aggregate finish for all exterior concrete walls, patios, stairs, porches and driveways. Provide fine float finish for surfaces to be covered by resilient floor-' ing, tile, or carpet. Provide steel trowel finish for interior walking surfaces which will not be covered by flooring. -.> Slope exterior concrete slabs and garage slabs to drain. Provide wood, plastic, or fiber expansion joints at 20' O.C. max. Protect all concrete work during curing to minimize evaporation. DIVISION 4. MASONRY A. BRICK VENEER MASONRY Utilize standard size new brick units, ASTM C 216 in running bond unless shown otherwise on drawings. Anchor to wood framing with corrosion - resistant anchor ties, minimum No. 22 guage x 1 ". Space anchor ties such that ties are attached at each stud, 16" 0.C. maximum horizontally, and 12" O.C. max - •imum vertically. Provide No. 9 wire continous horizontal ties- at 12" 0.C. maximum, corresponding to an hor tie place - ment. All veneer masonry shall be fully bedded in type "S" mortar, and provided with weep holes. A11 exterior joints shall be either rodded or flush. B. STONE VENEER MASONRY Anchor stone veneer units, 5" maximum thickness, to wood studs or masonry backing with No. 22 guage x 1" corrosion resistant sheet metal ties per section 3600 U.B.C. All stone veneer masonry shall be fully bedded in type mortar, and provided with weep holes. C. GLASS MASONRY Glass masonry units shall be minimum of 3" in thickness and installed with type "S" mortar per section 2407 U.B.C. D. STEEL LINTELS Provide,' steel angle' lintels', F - 36 000 P.S.I. a v . Y > . bo a all : nori- arched openings in. brickor. stone veneer r : mason . The lintel sizes' re ;, „y - follow in g a intended for support `of 4' ' meximuaven thickness, -with no superimposed :loads. E. MASONRY FIREPLACES DIVISION 5. DIVISION 6. WOOD AND PLASTIC ROUGH CARPENTRY CLEAR SPAN (MAX) STEEL ANGLE SIZE 4' -0 6' - 1/2" x 3 '1/2, x .5/16 6 0 1 L 4 " x 3 1/2 x Si 1b' 8' - L 5" x 3 " 112. x -5/16 "' Provide 6" bearing at each en Construct Masonry fireplaces :of new standard size clay. brick,,-`. ASTM C 216 or a combination bf brick .and concrete .masonr units Fireplace wall. thickness shall be' minimum of 8", n n > i eluding firebrick. lining, ASTM C 27. Chimne wall all thiekness:`>ahall `be minimum.of 4" and lined with fireclay flue tile y ,ASTM C :.`3.:5... -.. Masonry above fireplace- oenin :shall be supported - b steel:. angles or by flue damper as ' m ..o Y p se blies"designed �to � suppo.rt�� such ' " • loads. Provide :°6'sq. in.,`minimum outside ; combustion Air, .; opening, complete with damper. No combust�tble� be materials. `shal e wi t h n i 2 of s �n k . o e chambers or chimneys, n or within ,1 of exterior terior chimneys. Flues shall be sized in accord - ance with cable 37 U.B.C. Chimneys shall be ° pprovided rein= forcement and seismic anchorages per..section3704 No combustible materials �� � �: • - . aterials shall be� laced " w p itFiin 6 of the. fire � .; place opening. Combustible materials within 12 ". of fireplace opening shall not protect more than 1/8" for ,each "`'1" clearance from such opening. . METALS Structural Steel: r-' GE t i Conform ` ".to.:'ASTM. A 36 unless noted : otherwise. Structural bolts, nuts and washers: Conform to ASTM A 307 unless noted otherwise. All work to conform. with American Institute of Steel Construct ion standards. All rough framing members shall be franed,.anchored,. and braced so as to develop the strength and,rigidity necessary for the purpose for which they are used. Nailed connections shall be in accordance with .table `25 -Q U.E.C. All plywood shall be installed per American Plywood Association standards. All pre manufactured wood'trusses shall be designed by a:lic: ensed engineer, Fabrication, handling, storage, installatio and bracing shall be'per engineer's specifications. All foundation plates or sills",'and all sleepers on concrete or masonry in direct contact.with earth shall be pressure:. treated. Deck framing shall be pressure treated. Decking and rails shall be pressure treated or cedar. All plywood shall be C-D grade, exterior glue. All spaced roof sheathing shall be Hem -Fir #4 common grade or better. Provide .1 x,6 spaced roof sheathing for shake roofs, 1 x 4 for shingle roofs. All framing lumber shall be, kiln dried or air drieer to 197 maximum moisture content: -prior to installation. DIVISION 7.. THERMAL AND MOISTURE PROTECTION A. BITUMINOUS DAMPROOFING Apply heavy bodied asphalt bituminous damproofing to ex - -- terior of foundation walls, extending up to finish grade, per manufacturer's instructions. B. WATER REPELLENTS Apply appropriate water:repellent•to any masonry, cement plaster or stucco pvr manufacturer's instructions.' n All joists, rafters, studs, blocking and bracing shall be HEM -FIR #2 or better, Fv= 75 P.S.I., Fb= 1150 P.S.I.E- 1,400,000 P.S.I. All sawn beams, headers, posts, lintels, and girders, 4''! nom- inal, shall be Douglas Fir- Larch #2 or better; Fv- 95 P.S.L. 1 • Fb= 1250 P.S.I., E= 1,700,000 P.S.I. 6" nominal shall 'be Douglas Fir- Larch #1 or better; Fv= 85 P . S . I . , F b = P.S.I. E= 1,600,000 P.S.I. All glued - laminated ;. timber shalt be kiln dried Douglas Fir 24 F -V3 or better; Fv= 165 P.S.I. Fb= 2400 P:S.I., E- 1,700,000 P.S.I. i i . ROOF . INSULATION Install buildih S ir4sulation Attic Rafter f e r : it f t c t .a y in vaulted ceiling Walls Premed floors " over unheated space Slab on,.grede perimeter D.- . VAPOR' BARB " IiRS. , Provide inte ri i.- l � o k � T: r8f V C a r r• insulation.: Provide- , # r' r., with .w in of ethelen_ ..;. n.�:. , p y evgpor. barrier !,n crawl space r R-38 (l:le c r t is ' resistan R -30 (Gas heat," or heat 'pump) puce) ectric resistance, as'. "h R_ (El .. g eat �. or heat, pump) R -1g R -19 the following :.minimum values: • 1•. Red cedar handsplit Shakes: •.: . Apply - shakes with 30 alb. p roofing 'felt interlay. Shakes shall be laid ith .w at ". " e her ex osure 7 :h /2 _for 18 res.awn N P � shale „ ., .� : .. es 10 r .. shakes, .fo 2 4 r ; shkes �' at ° • a ,. r . , ,,roof ` saopes of 4 12 . or greater:.. Provide';nailin fl g, ", ashng, in:,accordanc$ Red. Cedar, Shingle and. Hands lit Shake Bureau recommendations. p �' IIOIIiII IIIIIIII Ol dio iiol i iiduii ';di l hi� �iidi m 2. Red ,Cedar" Shingles Apply No 1 `ahingles ;'directly over roof sheathing..: Shi ^glee shall. be laid;.wtth . weather ,exposure of :5 ",: for No -..1,: ;;16" , shingles, . 5.'1/2 ". for ',No (1 +... in�l�es ' '18" sh - and :7 1 /2 "'for.'No. 1, '24 ":'shingles°, :at - :roof -elo P es:of '''4 :in, 'or greater. Provid "e `nailin "'fl ashin .. installation' in accordance ,with theYRed Cedar Shingle and Handsplit Shakes Bureau":recommendations. 3. Asphalt shingle8 :' • Apply ' shin g les over solid sheathings with 15 .lb. build - ing felt- underlay. , Install per manufact.urer's ° instruct - ions. 4.; Tile 'roofing Apply glazed clay concrete-tile in accordancel: with manufecturer!a instructions ana section s2U3 U.B.C. 5. Built-up goofing Apply ..:built -up roofing in accordance with manu- facturer's tnstructions.:and.section 3203aU.B.C. . WOOD SIDING ; Install wood ':aiding$ of the type and orientation shown on drawings,' over: 15 lb. building felt or approved'water vapor )ermeable, ' air: inf iltration ' retardant hou ,e : wrap, C. ROOF ACCESORIES : "�'''!''' IIIII,IIII1�1I1 IIIIIIIIl11 III IIII111111 111 I,IIIII I,IIIII�IIIIIII iliIIIII No.18 �. ;.•...... Provide prefabricated roof_ ventilation ° jack,s'of galvanized: steel or anodized-aluminum. H. GUTTERS AND DOWNSPOUTS .. Provide - continously formed aluminum gutters Provide ▪ 2 ": . x .4 ".rectangular Seal gutter corner.:connect • ions 'with butyl cospound. Connect downspout: -to drain lines`• with appropriate'transition ;.fittings. I SKYLIGHTS Provide double paned skylight units :of the size anti type : shown on drawings. Install p er.laanufacturer's instructions, including. flashing, and counterflashing. J. SEALANTS Utilize` resilient, non hardening' caulking ' designed for the intended application where iris otherwise;'impractical to ..obtain a watertight-or airetight fitting:ejoint between materials.: ';Provide - polyurethane foam backing where joint size dictates. . . FLASHING' AM) SHEET METAL ' Provide 20 .gouge galvanized- steel , flashing a � :- roof /chimney, roof /skylight and roof /wall intersections, wall. /deck'intere sections, where siding , is interrupted by ma jor horizontal ;trim, and at heads of doors and :windows exposed_to weather. Provide butyl boots at ill roofplumbing penetrations. DIVISION 8. DOORS - AND WINDOWS . . DOORS :Provide doors of the type and size ahown:on drawings. Hinged exterior doors shall be weetherst to maximum e. of . 1.0 c / sq. f t. air infiltration rate. :Sliding glass exterior dopr-s. shall 'have 'a-_ma r ai infiltration 'rate of 0.5 c�.f.om . /sq..ft... Instep doers ter m er instructions in +, -. .,.. , _anuf 9cCurer : cludin .flash n . � _. .�:.. ... $ .i. . naYlin +1 $ 4� esr . anc 8 e. s.a nd� f.inishin„ `. Prov"ide: "self closing hardware on , - ..,. :.. $ . . doors k►kich - separate esidentfal space . from ` ara e space. '. g 8 p ce. 3 WIN ROWS EGRESS S . lee rooms shall be.rovf $ p dad with egress doors with a minimum net clear opining of clear p 8 5.7 clear ft:, with minimum net cl _ . r height of 24 and net clear widt of 20 ". Sill 'height ht` shall not ex h g exceed a maximum of 44 " above the floor. LIGHT ANDS VENTI LATION Windo. -ar.za in- .habitable rooms shall ' be not le ss :;. Chan ',of the floor area of such rooms. Operable cable window: (or 'area shall be not less•than 1/20 of the floor area of rooms tovide, window units of the. type, ,size, class and pa facturer s town , nu *Pare , h on: drawings ° ,, ' , Instal - l� �plu�b, level, : ande square and per manufacturers instructions:. includin8£flash e ing, na .ling, :clear'ance, Nand. finishing.. Provide: documenta- tion of :wi'ndo class. .rating.. :All .external °glazing shall. be- double paned, excluding ; ornamental.. )azi "n .` Alll ` az ing sub �..�.. 8 8. , ecC�.to hu ari �i j , as , e ac t ' shal l be saf et, : bu t: y. gta.,ing I.n general, this 'includes. bu" not liini,Ced ,ta: lazin' , ,. �, . , ... i - ,... g ... .8. ,doors,, withih'42 .of doors within " . 18 of; floors. Gia.zngtijn . sk"�:lights ' shall. be wired' "a Y glass„ laminatedglas5 witheee roved .int.e ; rl aer having ., PP ,, y ing a minimum thickne ssof_ 0.030" or: glass minimum thickness of 7/32q.'-- ,DIVISION 9. FINISHES A. GYPSUM WALL BOARD.. • Walls,'ceilings, and structure separating residential and garage spaces. be covered with 5/8" type "x" gypsum :wall board_ ©n garage side, and shall have all joints fire- tapped and-nails ` set and compounded. All other walls and ceilings shall receive 1/2" gypsum wall ▪ board.: For ceiling supported by 24" o :c. framing members, verify suitability of 1/2" wallboard with manufacturer. Walls surrounding tubs or showers shall be covered with water - resistant gypsum wall board, water - proof surface to a height'of-72" above adjacent floor. B. CEMENT PLATER OR STUCCO Apply cement plaster or stucco '`a areas•shown on drawings in accordance with Northwest Wall and Ceiling Bureau rec _ommendations for materials,: backing, lath, application techniques, and finish. 15. MECHANICAL A. PLUMBING Plumbing system shall be designed by a competent, experienced mechanical engineer. or-designer, in accordance with the:Uni- form.plumbing Code:and.applicableqocal '::codes.; " heater insulation shall conform to ASHRAE Standard 90- A -80.. Hot water pipe insulation shall - conform to table 4 -17 of ' t'he Washington State Energy Code. _ HEATING,'' VENTILATION AND:AIR CONDITIONING `HVAC system shall be designed by a competent, experienced mechanical engineer or designer, in accordance with'the 'Uniform Mechanical Code and applicable local codes. Provide documentation of furnace A.F.U.E. Ductwork insula- tion shall conform to table 4 -16 of the Washington State. Energy Code.,' When installed in garage, heating units shall be placed :such that all pilot` lights, Lurners, heating , elements or switches are located a : minimum of '.18" above garage floor. DIVISION 16. ELECTRICAL Electrical systems shall be designed by.a competent,.exper- ienced electrical engineer or designer, in accordance Stith rthe'National.'Electrical Code. and applicable local '. codes. , Electrical =. plan in architectural drawings is for ;chematlee -layout reference only. r 4 . p . • 4 • '