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Permit D01-058 - VINTAGE HOMES - NEW HOUSE
D01-058 Vintage Homes 4950 S 114 St r4 It 0 o co c 0 w 9 u. w 0 u. uJ wul 0 Y.2 a g. D (j) 0 - 0 I- LIJ uj b ; ri sal o City of Tukwila Parcel No: 334840 -1690 Address: 4950 S 114 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor OCCUPANT OWNER CONTACT Signature:__ License No: DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tu,kwila. W. ?,shi!u to 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit Center Authorized Signature:� (206) 431 -3670 Permit No: D01-058 Status: ISSUED Issued: 06/19/2001 Expires: 12/16/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: SEATTLE Slopes: Y Streams: Phone: VINTAGE HOMES 4950 S 114 ST, TUKWILA WA 98188 LATHERS CAROLE 8124 BIRCH BAY DR, BLAINE WA 98230 DEAN LEWIS 16831 NE 159 PL, WOODINVILLE WA 98072 ** k************ * **k * * ** * * *k * * * * *k *k * *kA * *kk*k* kkk*** k * **AkkAkkk *kkkkktkkkkkkkkkkkkkh Permit Description: CONSTRUCTION OF A NEW 2,263 SQ FT SINGLE FAMILY RESIDENCE, 459 SQ FT ATTACHED GARAGE AND 132 50 FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, ACCESS, LAND ALTERING, STORM DRAINAGE, 3/4" PERMANENT WATER METER, TEMPORARY EROSION CONTROL, AND STREET USE FOR UNDERGROUND POWER. * kkk * * * * * * * * * *k* kkk* *kkk *k * * * * * * * * * * * * ** *kkkk *k* kkk *1kkkkt *kkk *k*kkk *kkkkkkAkkkkkkkA Construction Valuation: $ 205,013.88 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: CHM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: Start Time: End Time: Land Altering: Y Cut: 125 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N * * * * * * k * * * * k * * * * * * * * * * * k * k * * * * * * k * k k * k * * * k k * * *kkk * k * k k k k * kk k k k k k A k k k k k k k k k k k k k A TOTAL DEVELOPMENT PERMIT FEES: $ 3,070. 3 kkk * * ** k * * ** k * * * ** k ** k k * k k k* *kkk ** *.* ** A k* k k* k *kkk k k* k .kA A** k A* k* *kkk * k k A k k k A k k k A k k k k Phone: 206- 786 -4634 ate: 50 I hereby certify that I have read/and examined thi$ permit an know the same to be true and correct. All prQ,,isions of law 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 provision of any other state or local laws regulating construction or the performance of work. I any authorized to sign for and obtain this development permit. Date: L 1 1- Print Name: _�( Li_.S.. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 4k** Addre::: 11 :7 tenant: Type: bEVFEPM Parcel *. 33 OF kg 4 41.4 4,44 4 k4 4k1411v4.44 Permit Condittorls, 1. t4 changez will be matle to the plan: ul92: h• rht Eng!neer and the Tukwila Pulldino unalneered d,Awinta and ::::1! •.7:h24;: and available to the buildlno in:pectr for in ourpole:. L :hall t'ear the :eal WeiThin9tOn Statf. Profe:slona; Enqinee. .:, Any eApo:ed irti1 •. 1-7lc Spread Pating c.f 25 or ono niaterta! :hall bear ident!-- libation ohowing the fli•e pecformonce ratino the-eof. 4 All con:truction t be done plan: and redutroi(ent: o' the Unifor..1 ;:•de j9.7 Edition amended, Uniicrm Mechanical Edition= and Washin9con ttt Ene(9 I:ode (1997 Plumbing permit:. be obtained throulln the :,eattle-l:in County Department Public Hea ith. rlullbihcl will ipected by that a9ency. including 311 •,1: (296 6. All wood to remain ln placed ccncrete •;:hall be 1.•ea woc!(1 7. Validity of PerWt. The i:suance of to o, aporool plans, specifications. ei;d oomputa!, sh,....1! not be trued to to be a peimit fur. or an approval yf. an; v•oiat; of any of the provl:iun: of the buillino cido or other ordinance of the juri:diction. No per ore:chnin qe authority to violate cancel the ch•ovioi.. code shall be valid Electcical permits shall be cbt3ined throw:sh the Wa.z.ninciton State Division oV Lar.or and indu:tr and all electrL:,1 work will be inspected b: that a 9 There shall be no 0 of the buildino‘.2.; uhrll the final inspection ha: been completed by the TylWila Puiidin%) Ithspector. 1 All mtlehanit:al work :hall be under :eparate perNit the City of Tukwila. 11. All permit:, in:pect;on re.:.oris. and appcoved plan: :hall be available at the job :ite pior tc :tart _ any con- struction. The:e domments ace tc b maintatned ano 3:a:- able until final in:pection ,?0Dpcoval C fl t: • 3 notHiy Utti:! Ircruoc at 206-433-0179 of cowiencent 660 lea:t 24 hours in advance 13. Temporar‘ ero:ion contrul 1)ea:u•*e: : Oe the fir:t order of tw:ine:s to p , : , 7't- :Fjte or into epHstin9 sro:m d 1 4, the site shall p ersiof cor‘t--:,! p!ace es soon 3S possible afte completed aod prior the 1 -phlled: g. 4 414 kkkA 4. 6 4. 4 4 4,4 4kk '2Hpriature: 1 Name: D!,1JkJ LELo 15. WOO affetin9 traffic flows shall be 000c,iinated with the City Utilitie insoector. shall be submitted to the Inspector for- 16. Any material :billed onto anv ltreet shall btz c;eanod AIN immedlatel:;. j7. Haulin9 over 50 ov rtlojiire .apItat;oo Haul;19 Permit Drior to any assoctated 18. FROM OCTOBER 1 THROUGH APRIL. i:OVEP At ANti STOCKPILES THAT ARE .:!H:JV OF STEEPEP AND H,!IYE TEPTICAL RISE OF 10 FEET OP MORE AND WILL BE UNWONER 1= GREATER THAN 12 HOUR. DURING THIS TIME REPIOD. C0'.:ER OP Mil °THEP DISTURBED AREAS, IF THEY WILL BE UNWOPI MuRE IAN 2 DAYS. COVERED MATERIAL MUJ T , LL TOI.WILED ON T E A.T THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTPIN THIS STABILIZATION WEEILY AND 1MEDIATELY BEFORE. c,urrw; ' r IMMEDIATELY FOLLOWING fTORMS. FROM MAY 1 THROUGH . .:.EFTEMBER O INSPEI:1" PAP MaINTaIN TEMPORARY EROSION PREVENTJON AND SEDIMENT MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL LI.r. ;"ERMANEN11( STABILIZED PRIOR TO FINAL coN ARPRO.L. I heceby certify that I have read these oonj itons. will with them as outlined. All proO:ions of law and ocuinances this work will be , :omplieti witn, wnether spe.:tfied heren or !ot... •ne !?ranting of thi-; l)ert does not ore'=,ume to 4aHe violste or cancel the rovistons of any other wori. or local (eoulatin9 corstruotion or twe perfoi of woci '40.01,6uvpmoArAM Project Name/Tenant: Value of Construction: l &o, COO . V 1 I.r T ! E 1't U 1,1,16 Site Address: City State/Zip: " 49 5 o S. (I '- t'■ J i Tax Parcel Number: 334840 I e9 o Property Owner: DE.A4.1 L. is Phone: lob 78s :, 4434 Street Address: City State/Zip: It� B31 id. E. 15`'t - P 1. WoODALV IuE Lo A. d1go1 z. Fax #: 425 415 L. 025 Contractor: v 1u N onnEs Phone: Street Address: City State/Zip: sgM /9S Ago YE_ Fax #: Architect: M IL - t' - Zi4vAL.E.S Phone: 204 3(:,2 C Street Address: v-e City State/Zip: 1243 MX-, 152 3T, SUITE 3 SEA- LaJ 1 Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: DeAr J L e.,&.)1 Phone: 2o(, 784 434.- Street Address: K City State/Zip: 16831 t� 1.t2, 155 " PI. v►c000tuv�u�E , wA. 9FSO7L Fax #: 425 415 (oz Description of work to be done: .t Evs! C 0NSTRUGTt St WALE. F Awl IL RES DekiCe Type of work: 11 New Single - Family Residence ■ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: rer Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling ft. Covered Deck(s) _sq. sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 221.3 sq. ft. Dwelling sq. ft. Covered Deck(s) 45 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) %3L sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 21432/28,86r0 1o.4ZZ For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 ( ?-06) 431 -3670 Date application accepted: SFPERMIT.DOC 2/13/97 Date application expires: FOR STAFF USE ONLY Projec..dumber: Permit Number: 1201 — 05 3 Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ❑ Channelization/Striping kg -Curb cut/Access /Sidewalk ❑ Fire Loop /Hydran� min to vault) #: El Flood Control Zone C3 Hauling Of Land Altering: GYCut cubic yds. 'Fill ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: 1 ❑ Sewer Main Extension 0 Private 0 Public ® Storm Drainage ta Street Use El Water Main Extension 0 Private 0 Public • Water Meter /Permanent # 1 Size(s): , 4• \tro 4t 57._ I4- b ❑ Water Meter Temp # Size(s): Est. quan i y: ❑ Miscellaneous gal Size(s): 57) cubic yds. Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Appli taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING 0 ER OR A HOR/ZED AGENT: Signature: Date: 3/0 5 /01 Print nam Le is Pho r�� 4631- I F415 0,025 Address: /e0831 )Lt, F , -K. (59 Pi, City /State /Zip: WOOD /AN/CCE kid A- 98672 ALL SINGLE - FAMILY RESIDENT/ • ERMIT APPLICATl01VS UST BE - MITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY H REGISTERED ARCHITECT OR PROFL.SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL 0 Pr ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED SUBMITTED Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /O11/Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ Complete Land Use Applications if not previously submitted (Le., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 -t*- CITY OF TOKWILP. WP Tatt] khit*A*AiNhANkirA.A.AA.48AAAA4k.kiAA.A\kAi TRAWital Nvmber: E01007C. iinwAritz t, r .. t.! .1 Payment Method: CHECI: vtori.16E HOME 2.; Jf!:. ..--------. --------. r • Permit N.7): DOt-W fvuo: *i::w0ERM PRoir ou: ite Addreil: 4950 ti4 F(=:: '.i.M.... This Peormi,nt t:,,,i;Ot,.7! 1.::;t e„1 CtLL 'mti.; , .,,?.?:»J 3 ii.i71:. **A****A*ri*k**AA****ilt#4 (count Code r; on AAiltwi,7 0001322.100 UOILDIOU - PEE; ;..Sfi7= 000/345.330 PLAN CHECY‘ - ufall-, _:, 006/34S.F130 PLAtl CHECK - TEE hL1EL 1. 000/386.904 , 3rArE 8UILDING SURCHAR6E 000/342. 10.j VEE - UTILTiV '20.00 412/342.400 NV30 FEE - VORM 1)(1f9 1:::.00 402/242.4100 . INSU FEE. - P)E/:.;F., 20,00 401/3a8.102 Ni4T CO1NECT1oN 401/6.520 TEP 1W-.;TPLI_CITIOr i::Ef' 401/42.4t)i) WOTER [WiEECION FE.c. l''',.0 401/343,405 14ITEP 1 FEE 2'.7,.: 401.386104 worfEN il.G'3-RYAO HILL 4,7u90 (00/322.100 %. Lnou ALiEC1N6 PLUmil FEL 00q1345.930 , Li-“W ALTL'UNG P144 1.:PIECK ":; % ...._________ TPANEM11 Number: uoioo: Anco:rit: Piivment Method: CHECK Notltion: This Uevment 1.0:;1.7'E; 000734'..i.800 PLAN CHECK - EEE■ CITY OF TULW] LA. v[WrAGE HOMES (h 1LH Pormit No: DI) 1-one, rvoe: DEVPERM 1) Psrcel No: :134040-10C Site Addoos LOVi! OLYMP(C OV Lociution: ¶ 114 fot,i1 ALL Poitt,: j_f! *************************A Account Code Do:4icription AmoInt •.') TOTAL 1 oramo4.40.5.bia..4.4.11. ' COMMENTS: ! i . Type of in ection: • " (i S]r , r _71 (1 Z ,: ► 41 Date want . , .m. i/O2 • • Req ter , , ' ems LaL) - 7 0 - ' Pr +ject: A • /....•/s ! i . Type of in ection: • " l S]r Date called: 3i Z S p is instructions: Date want . , .m. i/O2 • • Req ter , , ' ems LaL) Ph�onr� x-& 7 tl p f i r !3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION r� \ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 �CC PERMIT NO. pproved per applicable codes. J Corrections required prior to approval. Lj $47.9fYREINSPECTION a1•6 Southcenter Blvd. Re 'deipt No: 4,1.4 -AL Date: E REQUIRE Prior to inspection, fee must be paid Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: fj °T • .j ( S. 1 fi t f ( 5; , r-- m-1,-. Date called: l :: ) v d. Special instructions: Date wanted: (..m ©/ 1 O ok Requester: ,y. ' Phone: r' ,-j (l.. ) J (.r - q6--j 1 / 't- -- - N- . , t ( k N-- ci :,,l'\.^.. Project Ys /'1 ii', f( 11 r' ;., Type of Inspection: fj °T • .j ( Address: ( rt e ,' .a / / A S f-- Date called: l :: ) v d. Special instructions: Date wanted: (..m ©/ 1 O ok Requester: ,y. ' Phone: r' ,-j (l.. ) J (.r - q6--j .1,4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 .b • 05 PERMIT NO. (206)431 -3670 E Approved per applicable codes. J Corrections required prior to approval. Inspector: \ Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr Ct: i ANA v0 / �rr� - 4 c Type of Inspection; (3 L , 4 Z r 't,/ ��l��Il1 1`7 o S // y Date call e4: - ./ Special instructions: Date wanted: T--2 t. a.m. p Requester: t ' V P one: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECOR( Retain a copy with permit Date: no I° 0 �LIN' PERMIT NO. (206)431 -3670 Corrections required prior to approval. REINSPECTION E REQUIRED. Prior to inspe ion, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedute reinspection. Receipt No: COMMENTS: Type of Inspection: WW1 Address: 4 --- //k it Date called: Vi 0/ )0 / Special instructions: Date wanted: i / />! 01 // a.m. l �p Request r: Phone: j 3 v iV.c , P--. . (u t I ` ' f i n) 4 w� 1 e. c f.. � 1 . (>1 (:r�.. I! I O' a .'- A ) ) , `(t1;ti l (2N. 9kt.4, ( i.>, ( 4 - r , v K. ,:L 1, K(.. ix xf ,4 L-4-- • ,. r e ✓ �4 "` j tJ ,( \/ 1,,,.. 1 / i.•7 „. 9 f ` `I 0 1 �,� c - -,, k. L 4 . ... tip, .ti- !IA . Proje V il7i(g( / /' t y ie Type of Inspection: WW1 Address: 4 --- //k it Date called: Vi 0/ )0 / Special instructions: Date wanted: i / />! 01 // a.m. l �p Request r: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. { Rec p INSPECTION RECOR( ^) Retain a copy with perniirt '10 I- rte( PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: pi $47.00 REINSPECTION FEE REQUIRED. Prior to"1ns ectio fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedulnspection. ei t No: Date: -- Nject: UtCI4 - f T .��YYpPe R - f Inr�: spectip f:\ . t4,tt t1Lc:ft Y et Ads r s: , � r-^ 1 '71 Date c. sled: (= t Z. I C: Special instructions: ti Date /anted:/ 9 ,2t' G f stn: p:in. Requester: t �, ) cl 6 r} Phone: C' y 7 R. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Ins c Receipt No: INSPECTION RECOR Retain a copy with permit G�iLrt✓4 / 14. , ( Gt ft r C- r( Date: PERMIT NO. (206)431 -3670 Date: --� 4_. 67! 7.00 REINSPECT! ' N FEE REQUIREJf Prior to inspection, fee must be paid at 6300 Southcenter : lvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. U Corrections required prior to approval. Z Z re 0 O 0 W —I W n co zO W v� 0— t3 t W W I I O 111 52 O COMMENTS: Type of Inspection: ddress: �C) 1 i � Date called of /l0 /a/ Special instructions: Date wanted: I1 r/ cl Reques,er: . tPA 4, oirr.i. , ",i /4-Y ( r 6 c.yfG '' r-nr . A, 6 a... t -11(/k . - -- k -4 ii-j con 5 ,. 7 `. mar 6 /t.. I Project: Type of Inspection: ddress: �C) 1 i � Date called of /l0 /a/ Special instructions: Date wanted: I1 r/ a.m. p.m. Reques,er: . tPA 4, oirr.i. Phone: s' ) INSPECTION NO. INSPECTION RECO10 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. Inspector: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: DatF DOI PERMIT NO. (206)431 -3670 Al rry / ( . � t .1 rr'J Type of Inspectiio 1: f t t't 1t Jji, ell i1 j .1.1 - (j A +�s riss . c) S / /j' _S7` D ailed: pia o / Special instructions: D to t d: a.m. � Re s er: Ct "1 75 -- 7ck — I- C . 4 0 )0 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pi? ft/0eP ( 1 6g PFn;, a i nspector - 1) / �1/1A /t 4 A.1 —/V $9.00 REINSPEC ION FEE REQUI D. Prior to inspection, fee mus(be paid /6300 Southcent r Blvd., Suite 10 Call to schedule reinspection. Reteipt No: 1 Date: COMMENTS: 1 RC 1 Type 9f Inspection: f— { rye1rt{ OP 76( S rQotti!) R -.' S r irin1D17 - /7 /AJI L _3 f)(` / /r 6G i S Date al d: J Specia instructions: 0. 5 Datew t d.1 a.m.) • se Re nester: t'" in ti► 4-'.. '7 e ..I/ A,IS 1/6 (!I j F L_ .z'r1 G r.: 6 /1 •'S ,L- /A/ 57. 1 -St /Th• If.. 7 /6 h // )/ S 2 () ( Pro} ct: V1rl `'Cage. 1 RC 1 Type 9f Inspection: f— { rye1rt{ de�r s: Lam-- • 1 Date al d: J Specia instructions: Datew t d.1 a.m.) • se Re nester: t'" in INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspect° "1�w1J5. PERMIT NO (206)431 -3670 1 ❑ Approved per applicable codes. Corrections required prior to approval. Date_ /D O, 7.00 REINSPECTION tE REQUIRED. // Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. C4II to schedule reinspection. Receipt No: Date: COMMENTS: .9 Type of Inspection: � � Address: �- � t � �t Date called: U t Date wanted: a.m. p.m. Special instructions: Requester: Phone: 9f(4 c ccf•u f S, ( $ l S'S TEF lc k L • Q ...A 1 _ . • L , '1 ()(Z.: I Pro-jgc \I VW 1- .9 Type of Inspection: � � Address: �- � t � �t Date called: U t Date wanted: a.m. p.m. Special instructions: Requester: Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECO° Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 b0 056 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: C0 Date: f ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Z W I 00 W N LL W J LL = tn o W U� O O I— wW U O W Z 0 O COMMENTS. -" i • .— . - •, iii Cri= ii /2) ~ Ali, c-� , 4 . l / ,1-rte (- l • ' .4 � . j 2...„) 3 ei 4/4 ,./ ‘,....... i 7 I d , P one: , Ob""_7 — (4t 2_ -T 3r) a. 4--/ `c %L( 7 �.gt� ,, /� -" -0✓1 A V r ✓ X 1 1 j ` '' Le4.1 /1 /. A j,d h AP .7-1 4. 7 - 7,7 Pr j ect• • ype of Ins. `' *•n: ,,,..,,,,.r• it : t /ii • *. A 6 150 _S [J l `� • ' .4 � . j Special instructions: Ned:, DR.t a m uester: P one: , Ob""_7 — (4t p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , .._. (206)431 -3670 El Approved per applicable codes. Inspector: INSPECTION RECO Retain a copy with perm! Date: PERMIT NO. 6/ Corrections required prior to approval. <it ED $47.00 REINSPECTION rEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 2 ui -1U • 0 CD ID V) u. W g ( .2 d P O W U 0 0 W W N 0 Z Pr ect: V N miCi .. 0.4 J Type o' Inspection: 1.`E.,, -1 k WA t- --t._ Add es I -1 0 : // Sr Date ,c ed ) S-aVC 1 Special instructions: D x 7anted P.m. Reg 1 hJ Phone: ZUr - 7 S (r L ko?i c i p INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981$8 PERMIT NO. (206)431 -3670 roved per applicable codes. ❑ Corrections required prior to approval. _ + Date: $47.00 REINSPECT( FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. COMMENTS: =r s , t r t'.f c '%0' Y _ <._ .r #f? I / Receipt No: Date: V Proj ct , i /Ail/_1 1-11,e 'S ____ _ e of Inspec ion: -L S FlF/trt /"/. A 'Y7 '5 ° ,S //41/117— Date call -- D 3 — 0 l Special instructions: Date nted: l /'2 f / /�a"".m. / i.nt Requeste • -- ---- Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. s8 PERMIT NO. (206)431 -3670 Date: / 0 f Ell $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: I , V NsriAme \--\01 Type of Ins ctiori n V-1\04 51\Pe, 4 Address: Date called: • Special instructions: Date wanted: � a.m. 9 r � - in - 0( •.m. Requester: "- Phone: _r)[., S1 ) -I 10 INSPECTION NO. Z Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspector. (206)431 -3670 PERMIT NO. Corrections required prior to approval. Date: 6-10— O 1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: S Project: -t�, r 7 C Al e c Type of Inspection: C I CaJ'z1 i /"l t,A.,lC� U Ad L 1 1S'D a . 114 . Date called: C(`i / Pic_ Special instructions: Po.sc I 61 p• Date wanted: p /( © /, o/ 0/ P.m. Requester: 1 le k..� 1. -, r cc INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 g Approved per applicable codes. J orrections required prior to approval. COMMENTS: Retain a copy with permu INSPECTION RECOR PERMIT NO. AU (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •I COMMENTS: Type of Inspection: �f'(1 O' ",p(t("� • ,'� Ifs t Address: ,f 1 `, ; n, y Date called } . —t— � .. � l C. l Special instructions: Date wanted: . . ! a.m. t - (p.mm9 Requester / f c , , ; ( c _5 L r..Q ryq/ I i i l -eXP-124 6.44 iss- btA 7/3.5/)1 (. t--1. . ittre..., kat 61) ,,S( ,-ti-Y/A Project / (;'1�T,�1it� r� ) � r � Type of Inspection: �f'(1 O' ",p(t("� • ,'� Ifs t Address: ,f 1 `, ; n, y Date called } . —t— � .. � l C. l Special instructions: Date wanted: . . ! a.m. t - (p.mm9 Requester Phone: 2— CU --- i7St i -!tc 1- 1 oku 50 O INSPECTION NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Pr ,j • t: or # ff ew I ollnA ection: ,. ((awls Date called: 7 / / „ A ee 0 5 ., i :s 4 5 ialtinstructions: C la rks Date wanted: Requester: uester: q 1_11 tt- I P Z. 7g • e. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 INSPECTION NO. Inspector: Approved per applicable codes. COMMENTS: �P INSPECTION RECO Retain a copy with per. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Date: i1 f Projpct: i tiivrtzt € i---0(twes Type of Inspection: r td4.1 1 Date called: i -1 117 /Ai Address: 2 rt5r) 511'1 4 Special instructions: Date wanted : , a.m. - 7 i fol Reques r: Phone: 1 — 91 — 2 )R6 c i w Oz INSPECTION NO. INSPECTION RECORQ Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: PERMIT NO. (206)431-3670 1 10 1 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: pr lect• V i G°, J S T •e of lns•ecti n: F r, Lit c w 11 c Ag s .J /11 s71. Da t7; e . (o/ Special instructions: Date rtedi / 4 p.m. Req r: \. k' Phone: ,901.9 -- 9J7 `s' h'e/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspect Approved per applicable codes. El Corrections required prior to approval. $4` I + REINSPECTION F REQUIRED. Pr) r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECO Retain a copy with permit Date: 7 - 0/ COMMENTS: Type of Inspection: A d . ; ,j I Address. ► � . aC_- � -t ill- . Date called:_ ' :> ( v . Special instructions: Date wanted: j +�.s ~(- a.m.., p.m. Req ester: UY'''( t'\ 1...0. f.: V= , Phone:. , ( i j . H , [j I i t r r ' ' ( , w t ` 7 C- 1 G i t f) / )/t , .. // tom' i Fioj t: 1 i. Type of Inspection: A d . ; ,j I Address. ► � . aC_- � -t ill- . Date called:_ ' :> ( v . Special instructions: Date wanted: j +�.s ~(- a.m.., p.m. Req ester: UY'''( t'\ 1...0. f.: V= , Phone:. , ( i j . H INSPECTION RECOR Retain a copy with perm INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. At d (206)431 - 3670 Corrections required prior to approval. Inspector: Date: ' — � 1� )( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to' schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: /An I St W/ °°te A r I r (' _ r Date called: Special instructions: Date wanted: ' ev /; f (-7 :v .. cJ / 1 t e. W Iffign r i - j ,xwrr AZ Proje t: Type of Inspection: ligS f/ j / (f Date called: Special instructions: Date wanted: a.rn. p.m. Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit GU Date: o PERMIT NO. (206)431 -3670 Corrections required prior to approval. x7/116 I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ina, L Rom • • WirI W . MB Sal g it Le8 L. V.11 AR274 — 1 -7 .3 4 A 32 M 7 M IL.c3nt° 'Re4;'LZM. •- ' ° VUWYL 1111111 4 0 .40 11 n .54 C.8 " ✓ 33.15 . " 'BATH • it 0 N d 3° x 4° 1, ►.- .40 12 w . • e 3b ✓ .40 . li • Ze .e . % ✓ , ‘t LIV. R 112%11111111 ✓ . 4D it LIV, RM. EMI a • ✓ ,4o k. t% L)V M gliMil „ 'a . '• it DIytN II • i • 'i K tTC1 -1 EA 4e ° %, _ J ',it '• I Z • M 5= 17 - 2 2 is • 1, : , * 1 4 4 1 0 24 t1 _.:..._.:. -" • I ', . 1 ?.5 it 11.A..44.- 3 5' , ke I, • 4p n.5 ltTO• SAN∎ .1 • • aL1 :uVQri as ZQ L, f 3 `!0 2 2;1 6 ( 2 (optional) AVG U•VALUH • _ _ !� '. - Vt •a: a►Ll AMl► IF ALL OF YOUR GLAZING IS NFRC CCRTIFIED AND LABELED: Complete columns (B►, (C), (F1), II) and the GLAZING % calculation. IF ANY OF YOUR BLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE BUILT: • Complete columns (A) through (I) and the Glazing • If any U- values exceed your compliance path In Table 8.1 • 16 calculation, or 8.2, yo4 wUt also be required to complete column 1.11 • Use U•Veiues contained In WSEC Table 10.88 in column and the AVG.U.VALUE calculation, The average IJ•value (H) for non-tested manufactured glazing. cannot exceed those In Table 6.1 or 6.2. • Use U- Values contained In WSEC Table 10 -8A in column MI for alts built or custom glazing. 3LAZ1NG SCHEDULE 7 P Q P P to r • .- FILE COPY 29 (o TOTAL t TOTAL 2 Revised' 7 -29.98 ne cn a •1.'X 1 * 7d 5d ?* 0 . 1 N M C — '-• {•J fa 0000a t 7/ eaoo•- G70 7d oPc�P 'aP� I :Ari , 1' 7 ssts; PG, ROOM • • VIEW i Aix g i LAB r uV ARIT 1 tW MIL[3RtL() TL • 'IZ.M. ." , ° y1.IYL ✓ 4 0 .40 32 11 1I V 0 " ✓ 33,1 • 14 - ' • _.... ..... 3° , • 0 I, ✓' .4o •4o e ' E 2 e , i- . . ✓ ,' • ' a ll I. iv, Fri n o it ✓ 40 11 L 1 V. Rm. >, 11111111 MOM ...- ti LW, M M " ✓ 1./ 4 ' • 9 • O,5 It bWIN II K ITCH t.►.t 42 2. 11 INN ✓ ,/ 14D -,f . 12. (p MST 130TH ZQ o ,/ na • • IL I • ti i/ 4 Ii. 24 Pip '• 2 it 1.00 � •10 n 11,5 .r 1 . 1► ■ cLs - 3 . u. (1 . . • n.5 _.. • Q1NQ IN ,_, D00 T Q Ft't'a� ND $K WA�,L9• • GLA ZINQ% GLAZING SCHEDULE runTrait ur ' 2(g, 33 (optlecel) AVG U•VALUII' faR 13% O O c7 O 'V" 4 TI O W I I.n o P O Q O M O ( a* d, & A A n M i. • • r. • m 1NCc 4C$E.p3ILFi TOTAL I TOTAL2 IF All OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: (. omplete columns (8), IC), (H1, 111 and the GLAZING % calculation. IF ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE BUILT: I • Complete columns (A) through II) end the Glazing • If any U•values exceed your compliance path in Table 8.1 • % calculation. or 8.2, you will also be required to aontplete column IJI • Use U- Values contained In WSEC Table 10.88 In column and the AVG.U•VALUE calculation. The average IJ•vaiue (H) for non - tested manufactured glazing, cannot exceed those in Table 8 -1 or 8.2. • Use U- Values contained In WSEC Tibia 10 -8A in column (HI for aitd built or custom glazing. r • - Revised' 7-29-98 ea or a J. A. rrrrr ►-+, 4 W W ocpOocs 'cacao. • ply E ooN N P • -• I a o0 1. ocaoco CI Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G. KITCHEN FAN 100 CFM ?/ I FIC CR 30 ` ;app BATHROOM FAN .. 50 CFM ;of k • 6 90 Gi 0 BATHROOM FAN 50 CFM 3p t ltj BATHROOM FAN 50 CFM LAUN FAN 50 CFM B ( 4� 5c D L_7 WHOLE HOUSE FAN' 0 50 CFM (1.2 BEDROOMS) (CHOOSE ONE) 3 80 CFM (3 BEDROOMS) aim CFM (4 BEDROOMS) 'Whole house fan also serves as a kitchen or bath spot fan: e(YES 0 NO If a s•ot fan is desi nated as a whole house fan, the ca•aci shall be the lar•er CFM re•uirement. "Whole house fan: Location attic fan is closer than 4! to . 0 Whole house fan is listed/labeled CY Whole house fan wiring 0 Whole house fan shall MAW B( '14 Sone rating - ES (s 1.5 if ceiling) "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. - integratedforced - air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the buildin • exterior to the furnace return • lenum. a Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: Tr Central forced air furnace which delivers outside makeup air through the ducting system. CITY OF • UKWILA Permit Center 6300 Southcenter Boulevard, Suite Tukwila, WA 98188 Telephone: (206) 431 -3 70 5 ACTIVITY cdp CO( O% MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ENRGYCOD.DOC 2/13/97 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U.VALLE AREA B.F. 64i (-GARP ViMYL btTO -0 13° -X42 .4O 32. 2 l i I I I I 54?- X G8 .4 (7.5 Z l II ti 2' x3' 1 .40 11- I t II 11 3 CV .4 12 ( - 11 Is Is L x3`° AD 2 I 1 II ,I II 29 x4' ,qo g '' PxV 0 X12 14o .9v I0 I it 0 11 40•5 I it II 'I 4"x 3" AD 12 I LI ■1 ---- 11 10 6 x /1.e ,40 24_ 2 II I i. 5' x 3w ,46 35 1 if N II c..rszi I )(3 Z` x2` .4o .40 115 4 I VUt_GARD Oto 4, ENRGYCOD.DOC 2/13/97 CITY Ot- TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, • • " Ttl M/11a, WA 98188 . t el$ phone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH T OTAL GLAZING AREA 29 (43. 1. HEAT SOURCE: 4— (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE ACTIVITY #: S.F. + TOTAL CONOMONEO FLOOR AREA 22G3 TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE 13,67 H -15 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. 9100g. PIMP r$ Ot.fl or U- Value Door U =value .01-value) Ceilings: : - with attics 'vaulted Walls: • . ebotie grade below grade interior ' irrlor ' Floor. ' :grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I 0 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I OPT II 0 12 %' 0.43 0.20 (R -5) R -38 R -38 R -30 R -30 R -21 R -19 .R -21 , R- 10:' R -30' R -19 R =10 R -30 R -10 OPT III 0 : 0:40• �. 0:40 (R -2.5) R -38 R -30 R -21 R -21 R =10 R -30 R40 Selected Option is appropriate for this dwelling design. choice. Notes: Approved by: EN C -YCOD. DOC 2/13/97 OPT IV 0 15 %0: 0,4O 0.20 (R -5) R -38 R -30 R -19 . R -19 R -10 , R -30 R -10 OPT V 0 :1 8 % 0.39 0.20 (R -5) R -38 R -30 R -21 R -21 R -10 R -30 OPT VI 0 two stories ' R5 foam sheeting required in addition to R19 cavity insulation. * Glazing trade -offs may be made if the Option U -value requirement is not exceeded. 0.20 (R -5) R -38 R -30 R -21 R -21 R =10 R -30 ❑ YES ❑ NO Option OPT VII* 0 , ;:26V0 • 0.20 <(R =5) R -38 R -30 R -19 R -21 •� R�'t0 •R -30 R -10 " Rib •; R'10 OPT VIII* 0 30% 0.32. 0.20 (R -5) R -38 R -30 may be a better •R - 19' R -21 R -30 R =10 PLAN REVIEW (for official use only) Date: NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFUE Glazing max: % of floor t/- value' Dbor U -value (R- value) Ceilings: with sttica • : vaulted Walls: sbovo grade below tirade Interior eieterlor • Slab:ort; grads.: • S two stories The "Z" symbol means more than or equal to; 2 Glazing trade -offs may be made if the Option Selected Option is appropriate for this dwelling choice. Notes: ENRGYCOD.DOC 2/13/97 CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I OPT II OPT HI OPT IV OPT V 0 0 0 c� 0 a.78 a.78 >.88 > .78 a .74 10% 12% 21% 21% 21% 0.70 0.65 0.75 0.65 0.60 0.40 0.40 0.40 0.40 0.40 (R -2.5) (R -2.5) . (R -2.5) (R -2.5) (R -2.5) .R-30 R -30 R -30 .; R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -15 R -15 11-19 R -19 R =19 R -15 R -15 R-19 R -19 •R -10 . , R - 10 . R= 1Q'..: , R - 10 R -19 -16 .R40 • R -1Q'' R -10 PLAN REVIEW (for official use only) design. Approved by: "? means less than or equal to. U -value requirement is not exceeded. LJ YES fl NO Option R -19 • R -10 R' -19 ' OPT VI* 0 a .78 25% 0.50 0.40 (R -2.5) R -38 R -30 1 R 1 0 may be a better OPT VII* 0 'a.78 30% 0.45 0.40 (R -2.5) . R -30 : R -30 Date: DODDS GeoSciences Inc. Post Office Box 2385 Kirkland, WA 98083 Tel: 425.827.1084 Fax: 425.828.9443 Subject: Geotechnical Engineering Report Lathers Short Plat 50XX Augusta Street Tukwila, Washington Project Understandings: f � 11 z Vintage Homes Job Number 21027 1 i- 16831 N.E. 159th Place April 19, 2001 cc II Woodinville, WA 98072 6 v 00 Attention: Mr. Dean Lewis co W W LL wo U. ? N Dear Mr. Lewis: z We are pleased to present our Geotechnical Engineering Report for the U proposed new residences to be constructed on the Lathers Short Plat at v 50XX Augusta Street in Tukwila, Washington. The purposes of our 0 co work were to professionally evaluate subsurface soil and groundwater w conditions, recommend general procedures for the grading and o underslab treatment in the building areas, and recommend reasonable LL- foundation systems. The scope of our services included: . Z co 1) Logging four test pits which were excavated to a maximum z depth of eight feet below existing grades. The test pits were located in a manner to provide broad coverage of the short plat. 2) Preparation of this report in accordance with our understanding of project requirements and generally recognized local - geotechnical engineering practices. No other warranty is expressed or implied. Plate 1, attached, provides the guidelines in the use of this report. This office was provided with a site plan which documented existing conditions including site topography and existing feature locations. Our knowledge of this project is generally limited to the information on this site plan and our discussions with you. We anticipate the new structures will be a wood -frame and multiple storied. Finish exterior grades will generally remain near existing grades. A maximum excavation depth of six feet is planned. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 2 General Site Conditions - Surface: The proposed new residential structures will be constructed on the Lathers Short Plat at 50XX Augusta Street in Tukwila, Washington. The attached Vicinity Map, Plate 2, shows the general vicinity of the site. At the time of our fieldwork, the site had been generally cleared. There were a few large debris piles. In addition, we saw an old foundation wall which suggested an old structure used to occupy the site. The property had a gentle to moderate slope down to the south. Subsurface Exploration and Description: Four test pits were dug by a backhoe to a maximum depth of eight feet below existing grades at the locations shown on the Site Plan, Plate 3. The test pits were logged by the undersigned engineer during the excavation process. The test pit logs are attached to this report. Field density information are summarized on the test pit logs. Although there may very well be some variation in the subsurface and /or conditions may not be readily apparent from the ground surface, we expect the following subsurface interpretation will be essentially correct: The site is generally overlain with loose organic -rich duff and /or fill. Underlying these loose surficial soils is a loose to medium - dense silty sand with variable amounts of gravel and clay. At about three to five feet below existing grades, the underlying soils become medium - dense. Underlying the medium -dense sandy soils is a very stiff to hard clayey silt to silty clay. Three of the test pits encountered heavy seepage during excavation. The final test pit logs attached to this report present our interpretation of the field data and laboratory tests. The stratification lines on the logs represent approximate boundaries between soil types at the exploration location. In actuality, the transition may be gradual. The relative densities and moisture descriptions on the logs are interpretive descriptions based on observed conditions during excavation. The logs should be reviewed for specific subsurface information at each location tested. z 1 w C.)g U) w J LL w 2 g Q w z � a LU U 0 - w W Ili U 0 z LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 3 General: The following general geotechnical conclusions can be drawn from our field and laboratory test data: 1) The existing loose surficial native and fill soils are not capable of providing foundation support to the proposed structures. Excavation to the medium -dense silty sand is required. 2) Soils with a high percentage of silt and /or clay (>15%) are moisture sensitive and are difficult to impossible to utilize as structural fill if the soil is more than two to three percent wetter or drier than the optimum moisture content at the time of compaction. The soils at this site do have considerable silt, and are moisture sensitive. 3) Temporary excavation slopes should not exceed 1:1 (Horizontal:Vertical). Flatter slopes may be required depending on site conditions, especially if there is flowing water in the soils. Foundations: Conclusions and Recommendations The proposed new structures may be supported on conventional continuous and spread footings bearing on the medium -dense silty sandy soils underlying the surficial loose soils. Over - excavation below design footing depths will probably be required. All footings should bear at a minimum depth of 1.5 feet below finish grades. A bearing pressure of two thousand (2,000) psf may be assumed for footings bearing directly on the native competent medium -dense silty sand. Some compaction or other reinforcement of the bearing soils may be necessary. Footings bearing on compacted structural fill may also be designed for a maximum bearing pressure of two thousand (2,000) psf. The design bearing pressure may be increased by one -third to accommodate short term wind and seismic loads. To provide protection against shear failure, we recommend continuous and spread footings have minimum widths of sixteen (16) inches and twenty -four (24) inches, respectively. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 4 Structural fill (or crushed rock if required) that is placed under footings should extend out beyond the edges of the footings a minimum distance equal to one -half the fill depth. For example, if two feet of structural fill ce 41 was placed under a sixteen- inch -wide footing, the total minimum width of the fill (and therefore the footing excavation) would be forty inches. o coo (ow We estimate that footings bearing on properly prepared native silty sand or on compacted structural fill will settle approximately one -half (1/2) inch between building corners or for every forty feet of continuous footing w 0 distance. Lateral loads such as wind and seismic forces are accommodated by e d friction between the foundation elements and the bearing soils and by passive earth pressure against the foundations. However, passive earth pressure is only available if compacted structural fill is used to backfill o against the foundations. The passive resistance of undisturbed native soil and properly compacted structural fill may be assumed to be an ci w equivalent fluid pressure of three hundred (300) pounds per cubic foot o — (pcf) • "' w U O Z Seismic Design: Cu o The site is classified as Seismic Zone 3 by the Uniform Building Code. Z We recommend the designer utilize site soil coefficient SD in their analysis. Site Drainage: The site should be graded during construction so that surface water is directed away from any excavation. Water should not be allowed to pond where foundations, pavements, or slabs are to be constructed. Final site grades adjacent to the buildings should be sloped away from the structures for a minimum distance of ten feet. Roof and surface water drains should discharge to an appropriate facility. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 5 Footing drains are required and should consist of a slotted four -inch- diameter PVC pipe bedded in, and covered with a minimum of six inches of drain rock. The invert of the pipe should be placed at the elevation of the footings. A non -woven geotextile fabric (Mirafi 140N, Supac 4NP, or other equivalent) should be wrapped around the outside of the drain rock. The PVC pipe should be sloped to drain, and may be connected to the roof and surface water discharge pipe down - gradient and away from the structures. The pipes should discharge to an appropriate discharge facility. Subslab drains may also be required, depending on groundwater conditions. Excavations and Slopes: Temporary and permanent excavation and slopes for this project must meet all applicable government safety regulations. Temporary excavation slopes should be cut no steeper than 1:1 (Horizontal:Vertical) for the entire depth of the cut. Flatter slopes may be required depending upon location variations in soils conditions and whether there is groundwater present. Contractors working in excavations should use caution at all times. Sudden caving of the side slopes is possible. Permanent cut and fill slopes which are not otherwise reinforced should not exceed 2:1 (H:V). Retaining Walls: Retaining walls must be designed to support the lateral earth pressures which abutting soils will impose. The following recommendations are for a wall less than eight feet high that support relatively -level backfill: Active Earth Pressure 40 pcf Passive Earth Pressure 300 pcf Unit Weight of Soil 125 pcf Coefficient of Friction 0.40 CC w U • LIJ 9 • u. w 0 CO 3 4.) �o w v o� wW O LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 6 The Active Earth Pressure recommended above assumes the wall can deflect at least 0.002 times the wall height. If this assumption is incorrect, a uniform lateral pressure of one hundred psf should be added to the wall pressure given above. The values recommended above are ultimate values, and should be reduced by an appropriate safety factor. As a guideline, we recommend a minimum Factor of Safety of 1.5 for overturning and sliding. The resultant force from the soil (neglecting the passive pressure force) can be calculated by taking moments about the toe of the wall. The resultant force should pass through the middle third of the footing. The above design values do not include hydrostatic pressures behind the walls and assume that no surcharge slopes or loads (such as traffic) are placed above, or near the walls. Design values can also be exceeded if heavy construction equipment is allowed within twelve feet of the wall. If any of these conditions exist, then the above design values should be augmented be appropriate additional pressures. If walls higher than twelve feet are required for this project, please contact our office for additional recommendations. Basement walls should be waterproofed and backfilled with a clean, compacted, free - draining granular soil or an approved drainage composite. This will prevent the buildup of hydrostatic pressures. The wall backfill should contain no more than five percent silt and clay, no organics, and no cobbles greater than four inches in diameter. The percentage of sand (from the #4 sieve to the #200 sieve) should range from 25% to 75 %. During compaction of the wall backfill, care should be taken to not damage the wall. The top one to two feet of wall backfill should consist of a relatively impermeable soil or topsoil. General Earthwork and Structural Fill: Site construction should begin by stripping and safely clearing the building sites of all vegetation, fill soils, existing structures, organic -rich soils, and any other deleterious material. Stripped materials may have to be removed from the site. Groundwater seepage was noted during our fieldwork. The contractor should anticipate, and be prepared to accommodate heavy to very heavy seepage into even shallow excavations. z I re w 0 o w Nu- W ° co • g Zo w U O - (3 H w W �-o w z U � 0 z LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 7 Structural fill is defined as any fill placed below structures, including slabs, where the fill soils would need to support loads without unacceptable deflections or shearing. Structural fill should be placed above unyielding native site soils in maximum eight- inch -thick loose lifts and compacted to a minimum of 95% of Modified Proctor (ASTM D1557). Soil is typically difficult to place and compact as structural fill if more than three percent from the optimum moisture content at the time of compaction. During wet weather or under wet conditions, structural fill should consist of a granular soil having less than five percent silt or clay (measured on that portion which passes the 3 /4 -inch sieve). During dry weather, water may have to be added to the soil to achieve the required soil density. Wet Weather Construction: If the site is developed during extended periods of wet weather or in the winter, the following are anticipated additional costs and changes which should be anticipated: Closure: 1) Excavated slopes and fill piles will have to be protected with plastic. 2) Most, if not all of the excavated soils will be unusable as structural fill. 3) Foundation excavations will required over- excavation on the order of six inches to one foot), and replacement with crushed rock. 4) Numerous site visits will be required by this office to evaluate soil conditions, confer with the contractor, and make remedial recommendations. 5) Costs of maintaining the site and cleaning adjacent streets /property will increase. 6) Access road reinforcement with quarry spalls will be required. It is recommended we be retained to review the final development plans to verify site specific subsurface requirements are met and our recommendations have been accurately interpreted in the plans. LATHERS SHORT PLAT Job Number 21027 April 19, 2001 Page 8 It is also recommended that we be retained to provide professional geotechnical consultation and observation services during design and construction. This allows us to: 1) Confirm that design conforms to specific subsurface requirements; 2) Confirm that subsurface soils conditions exposed during construction are consistent with those indicated by this report; 3) Evaluate whether earthwork and foundation construction activities conform to the intent of the contract specifications and plans; and, 4) Provide recommendations for design changes in the event of changed conditions. While on the site during construction, we will not direct or supervise the contractor or work, now will we be responsible for providing on -site safety or dimensional measurements during construction activities. It has been a pleasure providing you with our professional services. If there are any questions concerning this report, please contact me directly at 425- 827 -1084. Thank you, DODDS Geosciences Inc. .- • MKD /ms The report for Job Number 21027 was prepared in accordance with locally generally accepted engineering principles and standards. No warranty is expressed or implied. The findings and recommendations contained in this report are based upon the limited services that you requested. Geotechnical engineering requires the application of professional judgment, as no study can completely quantify subsurface conditions. The owner should seriously consider any recommendations for additional work contained in the report, as it is then our professional opinion that this additional work is necessary to augment and /or fulfill site specific requirements. This report is an informational document and is not to be used for contractual purposes. Any interpretations of subsurface conditions in this report including the test pit logs and /or text discussions are based upon our testing, analysis, experience, and judgment. There is no warranty that these subsurface interpretations represent subsurface conditions other than that which occurred at the time the fieldwork was conducted by this firm. Groundwater levels can be especially sensitive to seasonal and other changes. This firm is not responsible for interpretations other may make using this report. The conclusions and recommendations in this report assume that the field tests which we conducted and our interpretations accurately portray and represent subsurface conditions of the site. If, during construction, significantly different subsurface conditions are encountered from those described in this report, our firm should be notified at once to review those conditions and, where necessary, revise our recommendations. Also, if there is a significant lapse of time between report submittal and the start of construction, our firm should be allowed to review and verify site conditions. Unanticipated soil conditions are commonly encountered during excavation and construction, and this simply cannot be fully anticipated by periodic soil and /or rock sal/ph-ha dC vv C SCittxj tlh:dt'101 'its 1v *111 at't utlf Lk.) accommodate potential extra costs through the development of a contingency fund. This firm cannot be responsible for any deviation from the intent of this report including, but not limited to the nature of the project, the construction timetable, and any construction methods discussed in the report. The recommendations contained in this report are not intended to direct the contractor's methods, techniques, sequences or procedures, except as may be specifically described in the report. This firm will not be responsible or liable for any construction or inspection activity on this site. And, we are not responsible if others attempt to apply this report to other sites without our knowledge or consent. PLATE 1 GUIDELINES IN THE USE OF THIS REPORT 50XX Augusta Street, Tukwila, Washington z w -JU 00 • o w J N U- w 0 �Q w rz w 0 0— W U. o ui UiE 0 z Plate 2 Vicinity Map — Job Number 21027 50XX Augusta Street, Tukwila, Washington NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TE .... t,. PIT TP -1 Cl) cx DATE EXCAVATED: 4/05/01 N a co a x EXCAVATION METHOD: Backhoe 0. @1 o ( I) < cc o LOGGED BY: Mark K. Dodds, P.E. o s m o to DESCRIPTION SURFACE ELEVATION:: 257.0 MSL 0 -. SM 2— 4— ML 6— _ 8— 10 ; ,••• • Dark brown organic -rich Silty Sandy Duff & Topsoil, wet, loose. Brown with orange stain Gravelly Silty Clayey Sand. wet to saturated, loose to medium - dense. Heavy seepage at 2.0 feet below grades during excavation. / Gray % j to orange -gray Clayey Silt to Silty Clay, wet, very stiff to hard. Stopped at 8.0 feet. Heavy seepage at 2.0 feet during excavation. a N o x o U U) T I TEST PIT TP -2 v DATE EXCAVATED: 4/05/01 o EXCAVATION METHOD: Backhoe LOGGED BY: Mark K. Dodds, P.E. W p DESCRIPTION SURFACE ELEVATION: s 285.0 MSL 01 SM 2— 1 2.0'- 3.0'16.3% _1 4 — 2 5.0'- 6.0' 14.3% SM 6— _ 8- 10— ., ❖• • Dark brown organic -rich Silty Sandy Duff & Topsoil, wet, loose. V Gray with orange stain Gravelly Silty Sand, wet, loose. Heavy seepage to 5.0 feet below grades during excavation. Gray Silty Sand, wet, very dense. 1 ;. . Stopped at 7.0 feet. Heavy seepage from surface to 5.0 feet below grades during excavation. DODDS Geosciences Inc. P.O. Box 2385 Kirkland, WA 98083 (425) 827 -1084 LOG OF TEST PITS TP -1 AND TP -2 50XX Augusta Street Tukwila, Washington TEST PIT REPORT TE T PIT TP -3 o y w o D ATE EXCAVATED: 4/05/01 z - -. CO Q. o EXCAVATION METHOD: Backhoe o ( a cc ° o LOGGED BY: Mark K. Dodds, P.E. cnn o X N CD -) DESCRIPTION SURFACE ELEVATION: :257.0 MSL Fill O ^ - 2- 4- - 3 5.0'- 6.0' 2t.0% SM 6 8- 10-- I s Y /,/ 7 l 7 D ark brown organic -rich Silty Sandy Fill, wet. loose. � Gray Silty Sand, wet. medium- dense. Void with water at 5.5 feet. (Old pipe?) Stopped at 6.0 feet. Heavy seepage at 5.5 feet during excavation. s. E ? N 1 o i 8 N re 0 a . ° :•�: .•••••• , • .. ❖••• • .•1• TEST PIT TP -4 DATE EXCAVATED: 4/05/01 EXCAVATION METHOD: Backhoe DESCRIPTION LOGGED BY: Mark K. Dodds, P.E. SURFACE ELEVATION: t 251.0 MSL 0 •• SM 2- - ML 4- - 4 5.5'- 6.0' 21.9% 6 I 8- 10-- Dark brown organic -rich Silty Sandy Duff 6 Topsoil, wet. Loose. Brown with orange stain Gravelly Silty Clayey Sand, wet to saturated. loose to medium- dense. j ' Gray to orange -gray Clayey Silt to Silty Clay, wet, very stiff. Stopped at 6.0 feet. No seepage noted during excavation. DODDS Geosciences Inc. P.O. Box 2385 Kirkland, WA 98083 (425) 827 - 1084 LOG OF TEST PITS TP -3 AND TP -4 50XX Augusta Street Tukwila, Washington TEST PIT REPORT Screen Size Wei • ht Retained Wei • ht Passin • Percent Passin • 2" 100.0 0.75" 100.0 3/8" 9.1 2.5 97.5 #4 17.6 4.8 95.2 #10 28.9 7.9 92.1 #40 80.4 21.9 78.1 #100 182.8 50.0 50.0 #200 226.3 61.7 38.3 Plate 6 Sieve Analysis — Job Number 21027 50XX Augusta Street, Tukwila, Washington Test Pit #2, 5.0'- 6.0.' Test conducted in accordance with ASTM D1140. Screen Size Weight Retained Weight Passing Percent Passing 2" 100.0 0.75" 100.0 3/8" 100.0 #4 2.8 0.8 99.2 #10 10.7 3.2 r 96.8 #40 43.7 13.0 87.0 #100 90.8 23.8 76.2 #200 122.9 36.6 63.4 Test conducted in accordance with ASTM D1140. Plate 7 Sieve Analysis — Job Number 21027 50XX Augusta Street, Tukwila, Washington Test Pit #4, 5.5'- 6.0.' ACTIVITY NUMBER D01 -058 DATE: 05 -08 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 50XX 114 ST SUITE NO: Original Plan Submittal DEPARTMENTS: c if/ Building Division •' -U( Pub i W. rks Complete Comments: WROL„L MW sJ PLAN REVIEW /ROUTING SLIP X Response to Correction Letter # 1 Revision It AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUT G: Please Route REVIEWER'S INITIALS: REVIEWER'S INITIALS: IZ i Fire Prevention A n k q -a I Structural Incomplete Structural Review Required APPROVALS OR ORRECTIONS: (ten days) Approved Approved with Conditions n Response to Incomplete Letter it C DUE DATE: 05-10-01 No further Review Required DATE: DUE DATE 06 -03-01 Not Approved (attach comments) DATE: Planning Division I� tti& e5 - /o-o/ Permit Coordinator Not Applicable n C CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PERMIT COORD COPY Date: 51810 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to Correction Letter # �-- 0 Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISIONS SUBMITTAL Project Name: V114 E f-IO MES Project Address: SOXX S, 1/4 5T Contact Person: J)EA/t/ LEc'..)13 Summary of Revision: EO• TECH CdRR' ' * eras ' Pd AI 1. ?t.) PoBLIC cJOIKS P ,4,VAI1/VG ,(2,EV€1c.3 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ''Entered in Sierra on e- c Plan Check/Permit Number: DO /— 058 S /4/6LE PIM /LY DeitICE TUKaiIc.4, wa. 98178 Phone Number: ZOl0 7810 4434 08/30/00 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: Vintage Homes Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 4/9/01 D Number: 01 -058 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Complete redlined plan review checklist - enclosed Item No. 2 Sanitary dhm Per City code only one house to be connected to each side sewer. See code section 14.12.150 - enclosed. (Per City Sanitary Sewer Engineer, may allow two houses to be connected on one side sewer within ROW, based on construction difficulties) Item No. 3 Legal Description dhm Provide revised legal description on plan sheet, to describe new parcels. Not required for approval and construction of one house, under building permit. Item No. 4 Standard Construction Notes dhm Add additional notes to plan as applicable. First seven (7) general construction notes & Grading and Erosion Control Notes should be on plan - See enclosed. 5g- 1 Item No. 5 Geo- technical dhm Provide note on plan to comply with Geo - technical Report as applicable - See Sample Enclosed. 3d, 1 Item No. 6 General dhm Provide construction sequence on plan sheet, showing all construction activities. See enclosed. S' " Item No. 7 Grading dhm Provide cut/fill quantities on plan. If you fill on site, show a grading plan. If you plan to haul material, then apply for hauling permit. 3+-1 Z Item No. 8 Infiltration dhm Provide percolation test information for on -site stormwater rAICLD ?E. t TEST Item No. 9 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. 3a. i Item No. 10 Private Utility Easement Agreement dhm Provide private utility easement agreement(s) as acceptable. (I.E.) - shared side sewer, underground power, and /or private stormwater. AI/A Item No. 11 Water dhm Per City Ordinance 1777, the Ryan Hill water connection charge per single family residence, is 54,767.90 until January 31, 2002. Item No. 12 General dhm Two lot plan with on -site drainage system, and geo- technical report shall be designed and stamped by a Washington State Licensed Engineer. Sht. 1 of 1 Drainage dhm Provide spot elevations, especially along the property side of exiting pavement and along driveways. 54 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PLANS REVIEW 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: Vintage Homes Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 4/9/01 D Number: 01-058 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply General dhm See plan sheet for additional comments (Provided @ 4/6/01 meeting @ City) General dhm Show and label existing concrete stairs on plan and provide note, to remove. 6 N Sanitary dhm Did old house have a septic system? If so, show and label on plan and provide sequence for removal. Cvth:D FIND ud ,EV/DEA10E o SE'rIC 'Poi! srrE ' ISP A r.,57 P/TS Storm dhm Show and label storm drainage system on plan sheet and details, as applicable. 5/4. 1 -t Z TESC dhm Provide TESC on plan sheet, with details, as applicable. 5M. Z Detail dhm Provide driveway section on plan sheet. H. I PLANS REVIEW 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ACTIVITY NUMBER D01 -058 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 50XX 114 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter it X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: vruunni DOC s., PLAN REVIEW /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) b • TUES /THURS RO1ING: Incomplete n Please Route IV Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved REVIEW S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n n DATE: 05 -08 -01 Planning Division Permit Coordinator DUE DATE 06 -03 -01 n DUE DATE: 05-10-01 Not Applicable r erliffa Veigig• No further Review Required ( I DATE: 5-VO ZOO I Not Approved (attach commei ts) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -058 PROJECT NAME: VINTAGE HOMES SITE ADDRESS:...50X1C114 ST DATE: 05 -08 -01 SUITE NO: 41 'Z5'b , // y sr- Original Plan Submittal Response to Incomplete Letter X Response to Correction Letter #_ 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works C u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Please Route l l Structural Review Required REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ri A /f1 APPROVALS OR CORRECTIONS: (ten days) n a Approved ri Approved with Conditions F7 Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Y' R )1311 [xx vr� tick —"" ___ __ _ Planning Division Permit Coordinator DUE DATE: 05-10-01 Not Applicable ri No further Review Required DATE: '�/-"// DUE DATE 06 -03 -01 DATE: DUE DATE n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -058 DATE: 05 -08 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 50XX 114 ST SUITE NO: Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fog Comments: TUES/THURS ROUTING: Please Route VMttOUtI (XX Nry C n c Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Fire Prevention n n n REVIEWER'S INITIALS: /d 1,1._, Planning Division Permit Coordinator DUE DATE: 05-10-01 Not Applicable ri No further Review Required DATE: 4,,/f4 n DUE DATE 06 -03 -01 Approved ri Approved with Conditions [1 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER DO1 -058 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 50XX 11 4 TH ST Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete LI Comments: ClRUVfl cxx sm PLAN REVIEW /ROUTING SLIP Response to Incomplete Letter It X Response to Correction Letter # 1 Revision # _ AFTER Permit Is Issued n m Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: LIDtc!srn CORRECTION DETERMINATION: n n DATE: 05 -08 -01 SUITE NO: Planning Division Permit Coordinator DUE DATE: 05 -10-01 Not Applicable n TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: vS— oe? - o/ n n n DUE DATE 06 -03-01 Not Approved (attach comments) DATE: // /o t DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: May 8, 2001 Dean Lewis 16831 NE 159th Place Woodinville, WA 98072 Dear Mr. Lewis: Sincerely, 4 (40 Brenda Holt Permit Coordinator encl xc: File No. D01 -058 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -058 Vintage Homes 4950 South 114th Street Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must he made in person and will not he accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 - 3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431.3665 PLANNING DIVISION COMMENTS DATE: March 8, 2001 PROJECT NAME: SF House on Lathers Short Plat PLAN CHECK NO.: D01 -058 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1. The drawings do not reflect the slope of the site. The house plan shows an exit door from the lower level to the rear of the house, yet the contours indicate that the ground level would be 3 feet higher than the finished floor elevation at that point. Is a retaining wall planned or will the slope be graded? The cut and fill calculation does not reflect this site work. Please provide the proposed contours around the house and an accurate cut and fill calculation. C:Wora's Files \LETTERS \d01- 058Lathers.DOC 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN This NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Project: Vintage Homes Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 4/9/01 D Number: 01 -058 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply Item No. 1 General dhm Complete redlined plan review checklist - enclosed Item No. 2 Sanitary dhm Per City code, only one house to be connected to each side sewer. See code section 14.12.150 - enclosed. (Per City Sanitary Sewer Engineer, may allow two houses to be connected on one side sewer within ROW, based on construction difficulties) Item No. 3 Legal Description dhm Provide revised legal description on plan sheet, to describe new parcels. Not required for approval and construction of one house, under building permit. Item No. 4 Standard Construction Notes dhm Add additional notes to plan as applicable. First seven (7) general construction notes & Grading and Erosion Control Notes should be on plan - See enclosed. Item No. 5 Geo- technical dhm Provide note on plan to comply with Geo - technical Report as applicable - See Sample Enclosed. Item No. 6 General dhm Provide construction sequence on plan sheet, showing all construction activities. See enclosed. Item No. 7 Grading dhm Provide cut/fill quantities on plan. if you fill on site, show a grading plan. If you plan to haul material, then apply for hauling permit. Item No. 8 Infiltration dhm Provide percolation test information for on -site stormwater Item No. 9 Sanitary dhm Provide note on plan that sanitary side sewer cleanouts shall be installed to finished ground level. Item No. 10 Private Utility Easement Agreement dhm Provide private utility easement agreement(s) as acceptable. (I.E.) - shared side sewer, underground power, and /or private stormwater. Item No. 11 Water dhm Per City Ordinance 1777, the Ryan Hill water connection charge per single family residence, is $4,767.90 until January 31, 2002. Item No. 12 General dhm Two lot plan with on -site drainage system, and geo- technical report shall be designed and stamped by a Washington State Licensed Engineer. Sht. 1 of 1 Drainage dhm Provide spot elevations, especially along the property side of exiting pavement and along driveways 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN This NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. U L111 N 1 I %L V. L. , Project: Vintage Homes Jurisdiction: City of Tukwila Job Number: Review Number: First Date: 4/9/01 D Number: 01 -058 Reviewer: David McPherson Reference Category Reviewer Review Comments Designer's Reply General dhm See plan sheet for additional comments (Provided @ 4/6/01 meeting @ City) General dhm Show and label existing concrete stairs on plan and provide note, to remove. Sanitary dhm Did old house have a septic system? If so, show and label on plan and provide sequence for removal. Storm dhm Show and label storm drainage system on plan sheet and details, as applicable. TESC dhm Provide TESC on plan sheet, with details, as applicable. Detail dhm Provide driveway section on plan sheet. 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ACTIVITY NUMBER: D01 -058 DATE: 03 -05 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114TH SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter if Response to Correction Letter # Revision if After Permit Is Issued DEPARTMENTS: BuildingDivision FO-Z,. 2?, -i Public Works PLAN REVIEW /ROUTING SLIP DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n TUES/THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Lg r . CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: V`fl0.UUt( LHX' Fire Prevention Planning Division nt,k •3 to-01 dzku & 774.01 Structural n Permit Coordinator ri r -e - Ur Om- DUE DATE: 03-- 06-01 Not Applicable C No further Review Required n DATE: DUE DATE 04-03-01 Approved n Approved with Conditions ri Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: z w cc 2 00 cn co 0 z coo L ? N_3 w ZO o co 0- 0 — wW u. iii Z O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -058 DATE: 03 -05 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114TH SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter / Response to Correction Letter if Revision ? After Permit Is Issued DEPARTMENTS: Building Division Public Works a n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete WRi101.41 lNN' V' PI Approved ri Approved with Con REVIEWER'S INITIALS: Fire Prevention Structural Incomplete ri APPROVALS OR CORRECTIONS: (ten days) C LI Planning Division Permit Coordinator DUE DATE: 03- -06 -01 Not Applicable Comments: TUES/THURS ROUTI Please Route U Structural RO Required I I No further Review Required REVIEWER'S INITIALS: !.►.:dl DATE: 3 V200( DUE DATE 04-03-01 Not Approved (attach comments) DATE: .M.. CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT NO.: 1 ) I - U Pj BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested 6 3, 0095 Footing Drains 100 Foundation Footings 00200 Foundation Walls ( ❑ 250 Foundation Insulation 0 Concrete Slab /Slab insulation ❑ 350 Crawl Space [0400 Shear Wall Nailing 0 "0450 Plywood Wall Sheathing 0'00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing a„.00600 Masonry Chimney 60 Chimney Installation/All Types 00 Framing 00750 Roof/Ceiling Insulation ❑ 800 Floor Insulation (0 0 801 Wall Insulation ❑ 802 Exterior Roof Insulation 0 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ „00900 Suspended Ceiling Br 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire [v] 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special - Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: V I �1 - ' v-t CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid O 014 Readily accessible access to roof mounted equipment 15 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof 019 All construction to be done in conformance w /approved plans ❑ 'No work shall be done in addition to those modifications...” 40002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co 0 022 Fire retardant treated wood shall have flame spread of cif 0023 Notify Building Division prior to placing any concrete O 024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 26 All structural masonry shall be special inspected 0027 Validity of Permit s102S Rack storage requires separate permit Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ - 039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ -0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroot' I Plan Reviewer: Permit Tech: Date: V 2e Z ( 3 -Z c3-01 Date: ACTIVITY NUMBER: D01 -05$ PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114TH Original Plan Submittal Response to Correction Letter DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete pi n C REVIEWER'S INITIALS: W0.0.UUTI IXX tin DATE: 03 -05 -01 SUITE NO: 150_ Response to Incomplete Letter Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 03-06-01 Not Applicable n Comments: No further Review Required DATE: n DUE DATE 04 -03-01 Approved with Conditions n Not Approved (attach comments) DATE: Approved with Conditions n Not Approved (attach comments) DUE DATE DATE: ACTIVITY NUMBER: D01 -058 DATE: 03 -05 -01 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114TH SUITE NO: 150_ Original Plan Submittal Response to Correction Letter If Revision # After Permit Is Issued Response to Incomplete Letter .r# DEPARTMENTS: Building Division Public Works Please Route n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: i t L'7 CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Complete 5d Incomplete ri Comments: 04 l ! I d t , t1 e[.'- ( l ! 'Ca1 v 1l C* ( 1rr n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 03- -06-01 Not Applicable No further Review Required Approved with Conditions I I Not Approved (attach comments) n DATE: .■.■�.. .111111•1h DUE DATE 04 -03 -01 Not Approved (attach comments) DATE: 3f3f0/ Iwo DUE DATE DATE: 'cam -::: >;o Complete ❑ Comments: ACTIVITY NUMBER: D01 -058 PROJECT NAME: VINTAGE HOMES SITE ADDRESS: 49XX S 114TH SUITE NO: 150_ Original Plan Submittal Response to Incomplete Letter Ji Response to Correction Letter if Revision it After Permit Is Issued DATE: 03 -05 -01 DEPARTMENTS: Building Division Public Works Approved ri ' /'110.UU PLAN REVIEW /ROUTING SLIP n TUES/THURS ROUT! Please Route REVIEWER'S INITIALS: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: LD1A")-•4 Incomplete CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention ri Planning Division C C rr I :v itu I. 6 Permit Coordinator n n DUE DATE: 03- -06-01 Not Applicable n No further Review Required DATE: co j--es - -c�` DUE DATE 04-03-01 Approved with Conditions n Not Approved (attach comments) DATE: 4/ I /al n DUE DATE Not Approved (attach comments) ,DATE: Permit Teo: D01-05); Status: ISSUED Site Address. 4950 S 1 1 4 T Location: Water Meter tit,': Water Meter Ouhnti t v: Work Order Noy: Connection Fees: Install Deposit: Add I Install Deposit: Plan Review Fee. Inspection Fee: Water Turn On FNe: Special Assessment: Other Fee: '4uTEF METED [ VELO MErti T PPTNIr WATER METEP PERT. I TOTAL WATER METEP FEU,: PUBLIC WORKS ENGINEER API PCVaL: i }HM 6O . , 0 1150.00 #10.00 ii5.00 WATEF: iE T EP I This certificate provid the Depart'men Health and Building & Land Development with informatiom necessary to evaluate. development proposals. KING COUNTY CERTIFICATE OF SEWER AVAILABILITY Do not write in tnis oox APP L ICAtrr' S NAME PROPOSED USE LOCATION 560X' 5,114 5T, SEWER AGENCY INFORMATION 1. 2. • r-77q OR b. OR b. 3. a. ,, 94..2 A4, a. EX1 I levi number Q Building Permit Short Subdivision a C .7)f,4/[ tEijiS (Attach map 6 legal description if necessary) Il Il II II II II Ii ►I II li II II Pr a. I �{' Sewer service will he provided by side s1�wer connection only to 1 I an existing ‘// size sewer 29 feet from the site and the sewer system has the capacity to serve the proposed use. Sewer service will require (1) 2 feet: of sewer trunk a itO -mi 0 (2) the construction and /or 0 (3) other. (describe) The sewer system improvement is in conformance with a County approved sewf:r comprehensive plan. C(! Ft T U '11 /r l / G" j el" [__ f The sewer system improvetne!.t: will require fl sewer comprehensive plan amendment. The proposed project is within the corporate limits of the list :ri or has been granted Boundary Review Board apprc)val for extension of service outside. the district or city. OR b. ] Annexation or 1)RB approval will be necessary to i)rovi.(lt) service. 4. Service is subject to the following: Connection charge: species t- 56 lL b. Easement (s) : ,Oia Other: S r: n1v.-i2_ H. I � �� L�4Ut +t -I) ,1Ai1 Cr7/li 17791ti/c t & ill4 �)p)(lClll ' l POk O'8 I hereby certify that the above certification shall be valid for SEAR LE T aP,Nl5pol`TrgtOA\ Agency Name ACS(YAGLD c f A Title name 0 Preliminary fiat or P(1(1 ❑ Rezone or other • Please return to: BUILDING 6 Ltdln DEVELOPMENT Parks, I'lnnning.anti Ilesoarces I)Ct)t1rtfnIr 3600 - 136t.h Place Southeast (,ellevu(:, t/,)shingtun 911006-1400 (206) 296 -6600 131.g. • /t, LOT" 154 1,111.44,1ms_ ktc4Datj___ /i r(!t(=e p rA y FJF � v..,,t := (� , sewer agency information .1 s trite . 7'h_l.s one year from date of signature. it II II II an improvement to the sewer syst :em of: or l.at :tertll to reach the s :C of a collection system on the site; ILa41 ---• --�.• s .�.�r�. "._ -- • _3� -. �z.� SIY �.;+3 rtr .-i . : •^i• . .:r _%� '!f.a+•y� .a.r=r•``* 2Cii- - - :0....m:_ • - • 4 4R4O. 7m►t 0 00 .3v ( r) IMPROVEMENT I PLAN NO. Sanitaru Sewer ! 777- 2 6 3 4 , d ,a` !,• t... M .. .. J22 Rmlf 4 ' A JT'ricRITY L J.c 6700 /1.:7u /6 6 � ■ S 4 -t4 -43 7J /S3 .4.2 is J3S i9Y' v >;777. t l _ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - 7:<T tr !'i / 142 74 7S A n n IS/ n � v .vO 2 KING COUNTY ELEVATIONS CITY DATUM so /6 al t L 7 .i -- 26.x.7 � 0• 5 \4USTQ 2So.t1 J, 7d S WATER METER BILL OF SALE KNOW ALL PERSONS BY THESE PRESENTS, that DFAN1 LE.u3IS a individual /general partnership /corporation and existing by virtue of the laws of the State of z Washington, located at 4150 S. ` \4 , City of Tukwila in King w rz County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the u B United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these N o presents grant, bargain, sell property, located at 4g50 S. 1 (4 - City of Tukwila, County of King, State of Washington, to wit: u) w o LEGAL DESCRIPTION OF PROPERTY: wa 4850 S, I14'= NO P D LIST OF MATERIALS / ASSET DESCRIPTION 0 y O— o1— l water meter box(es) located at the above address, I n of lineal feet of w w S2 � I inch meter service line(s) with appurtenances, made of COPPER_ u.16 �. iii N material type with an installation cost of $ ISO , constitutes the list of v O z materials for this turnover. The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whom so ever, lawfully claiming the same or any part thereof. EXECUTED at the City of Tukwila, Washington on this 2S day of FE-13 , 2002. SELLER: 2A« TITLE: 00 N BY: TITLE: P /PubWorks/TurnoverM/TR MTR BILL OF SALEa COI- 05P1 STATE OF WASHINGTON ) ) ss County of King ) On this day personally appeared before me 'GAS.; La \S to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that \i `-a-- and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this c9-S of � c,'c. , 20 03. w oo OOOOOOOOO t.A eA r opTAFjY tf• i Ur' W.. . P /PubWorks/Turnover/WTR MTR BILL OF SALEa rA w signed the same as free Print name NOTARY PUBLIC in and for the State of Washington, residing at ¥; My commission expires * * * * LICENSE DETAIL INFORMATION Form Page 1 of 1 Current Filter: None LICENSE DETAIL INFORMATION STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: Registration# or License VINTAH'032OH Name VINTAGE HOMES Address 16831 NE 159TH PL Address City WOODINVILLE State WA Zip 98072 Phone Number 4254812199 Effective Date 9/8/97 Expiration Date 9/3/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 601814938 *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * * CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the Lc&I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= VINTAH *0320H 6/4/01 n Reg �#r ion Card: oni#ract i nformation in Sierras z ~ W Q - Q 2 JU 00 co 0 J • = H N u. w 0 2 u.4( N 0 z H w z O U c O N w w I- u' O z .. w U s z "'GA OPSCRIPRnN LOT 154 IN BLOCK 16 OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) .82, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS COMMENCING AT A POINT ON THE UNE OF SAD LOT SOUTH 3'55'48" WEST 236.14 FEET FROM THE NORTHEAST CORNER THEREOF; THSOE NORTH 80 WEST 32 FEET; THENCE NORTH 3'55'40" EAST 241.77 FEET TO THE NORTH UNE OF SAID LOT; THENCE SOUTH 70•59'22" EAST ALONG SAD NORTH UNE 33 FEET TO THE EAST UNE OF SAD LOT; THENCE SOUTH 3•55'40" WEST TO THE TRUE POINT OF BEGINNING, GEAIE,?AL RIOTES I. All workmanship and materials shall conform to the City of Tukwila requirements and specifications. 2. All work shall conform to these drawings and the rules and regulations of the "Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction," 1998 or latest edition, except where supplemented or modified by the City of Tukwila Standard Details and Development Project Specifications. 3. The Contactor is required to have a copy of the Standard Construction Notes, Standard Details and Specifications available at the job site along with a copy of the approved development plans. 4. Locations shown for existing utilities are approximate. Identification, location marking and responsibility for underground facilities or utilities is govemed by the provisions of Chapter 19.122 Revised Code of Washington (RCW). Prior to starting construction, the Contractor shall call ONE -CALL (1- 800 -424 -5555) for utility locations (water, sanitary sewer, storm sewer, gas, power, telephone and television). 5. The Contractor is cautioned that overhead electrical lines are not shown on the drawings. The contractor is responsible for determining the extent of any hanard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. 6. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all methods and equipment used will be subject to the approval of the City of Tukwila Contractors and their surety shall be liable for injuries and damages to persons and property suffered because of Contractors operations or negligence connected with then. tEO lee.a.)/RE. I. Dodds Geosciences Inc. has prepared a report for 50xx S. 114 St., also known as Lathers Short Plan Tukwila, WA dated April 19, 2001, which shall govern construction On this protect. 2. A copy of the report shalt be available on the site at all times. 3. A geo- technical engineer shall be utilized as necessary to assure that the site requirements for construction of a single family residence are met. T NNW BOLT OFTOP CAP FLAN4E EL. 31555 These plans have been reviewed by the Public F'crks Department for conformance with current it, standards. Acceptance is subject to errors and onisstens which do not authorize violations of adopted standards or ordinances. The responsibility ;or the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this ao eptance and will require a or submittal of revised drawings for subsequent approval. i'inal acceptance is subject to field inspection toy the Public Works utilities inspector. Date: By: to /// a I SURVEY NOTEC_ FULL REUANCE HAS BEEN PLACED IN FIRST AMERICAN TIRE INSURANCE COMPANY UNDER ORDER NO. K508182 -2, DATED SEPTEMBER 14, 2000 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS. NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE THIS PROPERTY IS SUBJECT TO CONDITIONS, NOTES AND PROVISIONS CONTAINED AND /OR DECLINED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7905149001. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 27,703 SQUARE FEET. OR APPROXIMATELY 0.6371 ACRE. ZONING: LDR. (LOW DENSITY RESIDENTIAL), PER THE CITY OF TUKWILA PLANNING DEPARTMENT. BUILDING SETBACKS SHOWN HEREON ARE PER THE CITY OF TUKWILA PLANNING DEPARTMENT HEIGHT RESTRICTION IS 30 FEET PER THE CITY OF TUKIMA PLANNING DEPARTMENT. THERE ARE NO BUILDINGS ON THE SITE. FLOOD ZONE DESIGNATION X, AREA DETERMINED TO 3E OUTSIDE OF 500 -YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP (SRO NO. 53033C0645F, COMMUNITY NO. 530091 (CITY OF TUKWILA), PANEL NO. 0645, SUFFIX F. PANEL 645 OF 1725, REVISED MAY 16, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEId0). UTILITIES OTHER THAN THOSE SHOWN MAY COST ON THE SITE UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBUC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBUC RECORDS. UNDERGROUND ROUT? LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT USES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN.. REED VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. 20 I- .V Ln _ 1 4, • • 4 P O ~y � 101 1 r� F nRN E WAY we. Facv1? WILL X245' n'E 01.S at. EEcF O. 4 FIRE 1tYDRIWT a_ 0- SSMN W ER METER- REVISIONS f .E i s u UT FR1 '1 rs EASE OF OX. a3Pw4LT RD. P'�POSE I E 2 "5 12" COML. CtRVERT IE 232.5' EXIUTIIICs u3 0 2o. zD' Construction Sequence May 15, 2001 I Attend a Prawn meeting with Tukwila inspector geo tech and contractor. May 16, 20012_ Construct surface water controls (interceptor trench). - y 56.200 3. Grade and stabilize site. 5'16, 21 I 4. Install perimeter protection (silt fence) May 16, 21 15. Install consuucion entrance fo May 18, 201 1 6. Excavate for ondation Export excess dirt to: Pacific Topsoils Inc. 14002 35 AVE S.E. Bothell, WA, 98011 21, . I I 1 7. Install foundation Ma .25, 001 8. Install footing drains May\28, 001 9. Backfill, grade, and stabilize site. May29, 001 10. Mamorin erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the king county tesc minimum requirements. I1. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch. compost, plastic sheeting or equivalent 12. Stabilize all areas that reach final grade within seven days. I3. Seed or sod any areas m remain unwertced for more than 30 days Ma 30 001 14. Frame structure 22, 115. Install gutters storm drain and connect to on site control release. e 25, 2 116. Install sanitary sewer and andergroumd utilities. Jufre 27, 2 1 17. Pour garage slab and exterior walks. June 29, 2 ; 18. Final grade site and hydroseed all exposed areas. EL.238 5/wear A59HALT i PIMA/ - -� IF LESS rMA*1 12" SEPERAnokr USE enter foFtri ER . T SEATTLE. 570'; D. AT'PROR L10— /\ w %Tesr TEE C1 /U' DEM/- / -f} 7.5 49 oMITA MA /4l GRRHCrE EL. 251 455(9400 EL. PR. boTE !A kcilsa RE „wine, 61 235_5' EL.Z31.5 - E l.2S0 9 MMt . 2Z. St. EL. 230.44 Sc4LE Xz 1 2 "RSPHRtr 2Cd4P DET4IL /- 8 368.63` EyeuSTIM6 ASPHALT ZZD. FX. 8"corr. SEWER M14. A 9'T. /79"fZP MJL'A`25 7 E.C. TEE I.E. 1.50.E EX. aDIOE_ SCALE I" _ /0' "PROoOSED vlanrE>uAY SL. I5% DO1-058 7. r 564E. Et ITS' 8003 EL 0041" ' Iz` Couc_ GOLVERT BACKFILL WITH 2- 4-cosiu.s SITE 'Pt SCALE I"= 24 4( WATERUME PROPERTY LIME 4, wAreRLIME SEPARATE PERMIT FSEQUIRED FOR: I E ECHANICAL LECTRICAL L UMBING ['GAS PIPING CITY OF TUKWILA BUILDING DIVISION EX. 'R.4 b I. 20 20' EX. R.O.W. I understand that the Pan Check rev subjecf to errors arxt o r ,s d ppi plans does not authorize the violation of an adopted code or ordinance. Receipt of co tractor's copy of approved plans acknowte By 1S J?Q,tx� Date I I9 - Permit No. DD f—O RIM 242:27' IE 235.1' UTILITY POLE 8 " CONC-SEWER IP Elf. UTILITY 'POLE. SSMN RIM 221.1.3 1E 221.0' E c'?y 0 I III T.6, ..T 11 1111 12"COM, CULVERT L Wiz �1410 61 ( �" n RO Pi''''') Pi''''') LAW 2414 244 • 1411 - I I d I PRap spa ai4s .1t PPOSED 11 CULVERT 33.9 I 2px50' 411 v/ /RIP RAPbML� IE 2 GAL R. 250 I AVY4IT DRIVE 15% 144X, l) I I 35: N 11 'I s101 t_ -c(,) n,. A7Ct{ � • !I t1" NG 1 CULVERT 1 4 0 t 1 1 1 l) I !E 238.2 • EXIST /N4 co 1 4 — cE Cr i S 7 03 to et 3 u) A rai 4 'PG, G Csi — JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. T 1-- -6 MAX .T SPACING MAY BE INCREASED TO 8' VIRE BACKING IS USED E: FILTER FABRIC FENCES SHALL BE INSTALLED NG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAILS N.T.S. GRASS OVERFLOW 3/4" - 1 -1/2" WASHED GRAVEL MIN. I) .Y4IL Z -A 2' MIN. 1' MIN. COVER WASHED GRAVEL MUST BE WRAPPED ENTIRELY WITH FABRIC. FILTER FABRIC TO BE MIRAFI 140N OR EQUAL LEVEL MIN. 2' HIGH X 1 -1/2" WIDE TTt}IL 2 -D 2" X 2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2 "X4 WOOD POSTS,STEEL FENCE POSTS,REBAR OR EQUIVALENT. MINIMUM 6"x6"TRENCH BACKFILL TRENCH WITH 3/4 " -1.5" WASHED GRAVEL IS' Cs /SuF.P 4" PIPE �SCRfiEIT 4" PERFORATED PIPE TRENCH FILLED WITH 3/4 " -1 / 2 " WASHED GRAVEL FILTER FABRIC 20' 20' GRADING AND EROSION CONTROL N IALTERCEPT z - rREALCl./ DETAIL 2 -C DEPTH OF TRENCH VARIES WITH DEPTH. OF HARDPAN LAYER LTER FABRIC 4" PVC PERFORATED DRAIN PIPE K S H N N N ti LIMITS IF CLEARING. ,60 2413! n WHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERADDN, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTINDES. TO INSURE THAT PROPERDES D THE NATURAL STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT 2. THE RETENTION. SEDIMENTATON AND EROSION CONTROL FACILITIES DEPDCTED ON THE APPROVED CRAVINGS ARE INTENDED TO BE MINIMUM RCOO:REMENTS TO MEET ANDCIPATED SITE CONDITIONS ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS STUADONS WARRANT, DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF ME PERMITTEE: S THE TEMPORARY EROSION CONTROL FACILITIES. INCLUDING ALL PERIMETER CONTROLS SHALL REMAIN .IN PLACE UNTIL FINAL .SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CIT, 4 ALL AREAS OF ACME EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE FROM APRIL 1 TO SEPTEMBER 30. AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS STAGESC TO TO minima 31, SOI EARTHWORK XPOSURE. EXPOSED SOILS WITH CONDUCTED IN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN WHOM. FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL: REMAIN UNWORKED FOR MORE THAN 7 OATS SHALL BE STABILIZED IMMEDIATELY. •. WHEN EXCAVATING WATCH FOR BURIED UTILMES (CALL LOCATING SERVICE AFTER MARKING OUT TRENCH LOCATIONS) DRAIN ROCK (3/4" TO 1 1/2" WASHED) HARDPAN LATER TES - ti qA8 zK MI .2 :i 5- ' I 1 fi! 23b 206L.F. 'OF' SILT FENCE '$ INTO. 'TRE1.1CH ENDS" HERE SILT FELIGE ermea ex 2500 (or aqua! ) Ground Stabilization Fabric (Northwest GeotexTles) Phone 872 -0244 STABILIZED CONSTRUCTION ENTRANCE N.TS. FRO'PogEC.cONTOUR LINES EXI5Tu1B cortroue LIMES (-- EY PKAt) (TYPICAL) y LIMITS of EX C4 ftVi011 HW \ 7 i+1IbX• 6 ' t: St. O N Fd E 2"C _GLIDE ExAati4k D/7tJ .. LIME ''TO SH.Er FLAW To JNFfgcEPTOR VD" DE - A L 2 -f N � 2/1-D/N1 An<p i :ReS /AAI COAriTOL L 4 t/ &ate /°- 20` th 9 �i p' ° SAO ap9 M�!1. 8 ProAds Full , M of Ingreee /E4resa Area CUT /FILL 610/4/4T TTES /2SW. yas cut 50 co. cit, Fat l TRX t.D.. 334540 - 1690 LoT CovERFI4E : Sww4Ml� quit _ 16(4 7 IMPE2vm05 RREA: 109$ ror/L : 274 2/Z - 4753 = 9.95`10 LOST SIZE — z7 NEAU RBTUR €. 1DCar/oa .0F G&W? DEQELAPko& o- p4u$ .QMP c rY op TVVKWKIF E 235: DOl O58 20 20' 40' R a_ut, U) ti V' U) .- AL.EILT PENIS SEEDErAII S Z -A OELD 7qp, B- Edge of Runci RQAo -: \ \\ v v. LEGAL DESCRIPTION LOT 154 IN BLOCK 16 OF C.D. HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) 82, IN KING COUNTY, WASHINGTON: EXCEPT THAT PORTION DESCRIBED AS FOLLOWS COMMENCING AT A POINT ON . .HE LINE OF SAID LOT SOUTH 3'55'48" WEST 236.14 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE NORTH 80'45'48" WEST 32 FEET; THENCE NORTH 3'55'48" EAST 241.77 FEET TO THE NORTH LINE OF SAID LOT; THENCE SOUTH 70'59'22" EAST ALONG SAID NORTH LINE 33 FEET TO THE EAST LINE OF SAID LOT; THENCE SOUTH 3'55'48" WEST TO THE TRUE POINT OF BEGINNING. 0 °3 -_ QBPS \s TBM ® NN)/ BOLT OF TOP CAP FLANGE. ELEV.-315.55' HEBRANK, STEADMAN & ASSOCIATES, INC., P.S. PROFESSIONAL LAND SURVEYOR 6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (206) 762 -4982 43\ 63 , -- PRONGS} E FI C 0 C7 Q' f20 (0 10 "12 "MA /� ,� ^ r 20' 20' WIRES 09/21/01 Dy -Zb• PSS DO 6 FO "k 5°200 5 -1PMP g�1_0W A5 FEE CO SURVEY NOTES FULL RELIANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY UNDER ORDER NO. K818182 -2, DATED SEPTEMBER 14, 2000 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS. NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. THIS PROPERTY IS SUBJECT TO CONDITIONS, NOTES AND PROVISIONS CONTAINED AND /OR DECLINED ON THE FACE OF THE SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7905149001. THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 27,753 SQUARE FEET OR APPROXIMATELY 0.6371 ACRE. 27752 SQ. FT. SYSB WEST LINE LO • 4' WI MESH 30803 ZONING: LDR (LOW DENSITY RESIDENTIAL), PER THE CITY OF TUKWILA PLANNING DEPARTMENT. BUILDING SETBACKS SHOWN HEREON ARE PER THE CITY OF TUKWILA PLANNING DEPARTMENT HEIGHT RESTRICTION IS 30 FEET PER THE CITY OF TUKWILA PLANNING DEPARTMENT. THERE ARE NO BUILDINGS ON THE SITE. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO. 53033C0645F, COMMUNITY NO. 530091 (CITY OF TUKWILA), PANEL NO. 0645, SUFFIX F, PANEL 645 OF 1725, REVISED MAY 16, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. EP,S1E111Y 1 .4 E OF 1_0 45 "w ; cs °3 °5 5 °5 4 N LOU; L °OnS °p° 2W©044 " 6 NM 66,1 119 G3°0 °'Ju9 W01. 50, M. 90; L3EB0° a0. $ 09099099 30803 1 9°29'59"E 0 (4)18 -30 "AL a 16, QO. 00 84 2.56 / W000 �1 < W \RE FE DESC }� 24 - -31 1 241 �s END OF 6' WOOD O x w FENCE IS 0.2' / °,EAST OF WEST ,� 3 PROPERTY LINE / x / U I - MB SYSB RYSB WMF S P P P _T___T___T P__T__P__T wo000AIV u_E, W4.. roc. 78b 4134 CITY OF - -, COUNTY OF —, STATE OF WASHINGTON 51 I FGFNn FIRE HYDRANT WATER MANHOLE WATER VALVE SANITARY SEWER MANHOLE EDGE OF ASPHALT BOLLARD CENTER UNE ROCK UTILITY POLE • 20' FRONT YARD BUILDING SETBACK 5' SIDE YARD BUILDING SETBACK IS' REAR YARD BUILDING SETBACK. WIRE MESH FENCE SANITARY SEWER UNE OVERHEAD POWER UNE OVERHEAD TELECOMMUNICATIONS UNE OVERHEAD TELECOMMUNICATIONS AND POWER UNE GUY ANCHOR A ° 36 3 ,a _ _ 0 -2 1NE N EG. L ■ 6042 6&62-% niamo 6 un, ma 60111 !6,00,$ W©IL 500 M. OA 86© 300° 3607099013 3080K 0* CL 0 AL 0 CE 0 MA BOUNDARY AND TOPOGRAPHIC SURVEY FOR VINTAGE HOMES /%8S/ Al. E, /5 PI. BASIS OF BEARINGS: RECORD OF SURVEY, VOL. 58, PG. CLUMP 18, REC. NO. 8710289007 ALDER TREE DECIDUOUS TREE KCAS VERTICAL WITH SET 1/2 RE MAPLE TREE DATUM (NGVD 1929) BAR PLASTIC SURVEY CAP STAMPED "HSA PLS 29282' ( O� 40 GRAPHICAL SCALE: 1 "= 20' 20 10 0 20 I E= 242.5' SO9 6 WEST LINE BY AGREEMENT AS SHOWN ON R.O.S. VOL. 50, PG. 138, REC. NO. 8607099013. n,(T10 DO1-058 457 S 12" CONCRETE CULVERT T 12" CMP IE= 242.7' FOUND REBAR WITH PLASTIC SURVEY CAP STAMPED "CHENOWETH 3367" 536'24'38 "E 0.96' FROM PROPERTY CORNER Q U a im o,J LY 6041 I C S.p° 290041 Ogg. 80199 12.00 °6, 30 PI6 668 on 6607099013 CO .20' F U) D_ C.D. HILLMANS MEADOW GARDENS ADDITION NO. 2, VOL. 12, PG. 82, BLOCK 16, LOT 154 NE1 /4, NE1 /4, SEC. 10, TWP. 23 N., RGE. 4 E., W.M. KING COUNTY, WASHINGTON INDEX SSMH NORTH RIM = 242.27' IE= 235.1' (CENTER 6" CONCRETE CHANNEL) 12" CONCRETE CULVERT IE= 233.2' 12" CONCRETE CULVERT IE= 232.5' 12" CONCRETE CULVERT IE= 231.5' SSMH RIM= 227.63' IE= 221.0' (CENTER 6" CONCRETE CHANNEL) 2000114.01 DATE: 26 APRIL 2001 REVISED: DRAWN BY: MAM MAP CHECK: JSS FINAL CHECK: JSS SHEET 1 - 0 ENERGY AND VENTILATION (GA5 FURNACE) HEATING SY5TEM TO BE FORGED AIR FURNACE OF MED. EFFIGIENG, 6A5 FIRED. ALL GLAZING 15 TO BE U.65 VINYL WINDOWS WITH VENTING. MIN.4 SQ.IN. VENTILATION REQUIREMENTS (WHOLE HOUSE EXHAUST) EXHAUST FANS PROVIDING WHOLE HOUSE VENTILATION SHALL HAVE FLOW RATING •.25 INCHES WATER GAUGE SPECIFIED IN TABLE NO. 10.1 B. THE MIN. FLOW RATE 15 100 GFM AND THE MAX. IS 150 GFM. USE MIN. 6' RND. DUCT AND A MAX. RUN OF 45 FT. KITCHEN FAN TO BE 100 CFM BATH ROOM FANS TO BE 50 GFM LAUNDRY FANS TO BE 50 GFM PRESCRIPTIVE REQUIREMENT GLAZING U.65 DOOR U.40 CEILING R -36 MIN R -19 VAULTED CEILING R -30 MIN R -19 WALL ABOVE GRADE R -19 WALL BELOW GRADE R -19 FLOOR OVER UNHEATED SPACE R -19 SLAB ON GRADE R -10 GLAZING RATIO TOTAL HEATED FLOOR AREA 2263 S.F. TOTAL GLAZING 216 SF. RATIO 216/2265 =12.2% 10 OPTION IV GLAZING/FLOOR 12.9% 1 0 8E t'3L M 11K KCCR ` Q €,'EZS E_ 45-0" NOTES 2ND FLOOR PLAN 1343 S.F. ALL SMOKE DETECTORS TO BE WIRED TOGETHER ON 110 VOLT WITHOUT DISCONNECT. SWITCH. ALL DETECTORS TO HAVE A BACK VP BATTERY. BATT INSULATION TEARS AND JOINTS TO SE TAPED AND FAGS STAPLE. HOT WATER HEATER TO MEET A51 NAECA REQ. AND PERFORMANCE EF- FICIENCY FER S.E.G. 504.2.1. SHOWER FLOW CONTROL LIMITED TO 2,5 G.E.G. ALSO TUBS I. LAV. SERVICE WATER PIPES IN UNHEATED AREAS TO BE INSULATED PER.S.EC. • TESL. 5-12 AND SEC. 503.11 AND PROVIDER -5 INSULATION AND TO HAVE A FLAME SPREAD OF 25 OR LESS. GLAZING U- VALVES TESTED PER S.E.C. 502.15 MOISTURE CONTROL PER S.E.G. 502.16 V -VALUE LIMITS OF WINDOWS. SKYLIGHTS, DOORS, ETG..PERS.E.G. TBL. 6 -I AND INFORMATION BULLETIN 403. DUCT IN° LATON TO BE A MIN. OF R -5 SMOKE DETECTORS TO SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS. ALL EXTERIOR COLUMNS. BEAMS, AND JOISTS TO BE PRESSURE TREATED. HEATED APPLIANCE SHOULD BE EQUIPPED WITH A LISTED SHUT -OFF DEVICE IN GAGE OF PILOT AND 1811111011 FAILURE. EXPOSED DUCTS IN ALL UNHEATED SPACES TO BE INSULATED WITH R -4. WD.GUARDRAIL EXIST. E FM 6R. 3 CONC. SOOP I/2" GWB 2x10 FLR.JST • Ib O.G. 2.10 FLR.JST • IV O.G. 2x6 STUDS 16" O.G. W/R -I9 INS. TOP OF SLAB 232.50' 230 FL., 241.06 4x12 BM 4.4 POST G64451MP5_ COL. BASE A353 FRAMING ANCHOR • TRUSSES 2. BIRCSCR.'BLK. VENT. 04' -0" O.G. ALUM. GUTTER PRESSURE TREATED 2.5 FLR.JST. •I6 "0.G. _- . :IF 22 57110 WD.TRU55 W/MF6STAMP 12 PITCH FRAMING SECTION A —A i�- BATH' 24 U.L. APPR. ZERO CLR. GAS F. PL. W/DAMPER FRAME AREA OVER / TRUSS ES W/2x RAFTERS S 24' 00 D.W. SINK I'V/D■SP. KITGH RANGE W/OVEN 100 GFM FAN SHEAR WALL \ I /2" ONES Y'U6d \ GOOVER NAILS �• 1 " O.G. NOOK 5D 6-0 BP S.D.) 5HEAR riA.LL 0 / 1/2" GAB A/W (-DOVER NAILS 4 1" O.G. -- BEDRM OVERFRAME I \ P1/2x6 3.824 "O. \ 111 TRIJ55 4 I� 523 III AWE Y1 - -.. -.sue- +���.��. ✓1� DECK MIN. __. 36" HIGH WD. GUARDRAIL 36" 31614 v1D. GUARDRAIL 12' I6-5" 6 - 4 -0x5-0 ASV, 4x. HDR 45' -0" 2 -0x3 -O 6' -b" 13' -3 II.-2" 10 3'x3' I GONG STOOP 6x12 SCR 5/6• TYPE X are STORAGE 2_2x10_ G.SELF GLOS_ ;fz:; 26x12" GF � ON I ' 15. \ SEAMS U CEILING ? \ GARAGE o / �^ 4' GONG. SLAB ,iiw/sl�a�� 15 -0 - 1' -11" 9' -1° 2' - I2 - x10 MDR 16•x16°x12" CONCPTS. 2 PLACES ' 5' -0• 16'-5" 12 ' - 5 22` -I1" BATH 3 50 CFH� FAN 22' -1" i x ( 410 XOR � '' � - DRY I i� y U KDR}(= a nI '1/2 W/ nI COOLERS! . I O I O X , g FAN/ (v I / " I i I � 0 / -1 I' / / FE 2 .r1 I � / � T 6-0 X1-0 / OVERHEAD DR 22' - 1" SEISMIC STRAP GAS TERN I HWT ON 13" HIGH PLATFORM LINE OF 2ND FLOOR p }b� 24"x24"xI2" CONC.FTG W/2 -E4 EW 2 PLACES 45 -O" SCALE I /4 " =I -O" RIDGE 25656' /2 "PLY1 514T'6 R -10 NOTE" A ^l r / A A I \ 1/2: PLYWD OR ' 0 .5. B . W/Bd NAILS ®6" O.G. , c nl I �) ii 71 ! / 1 \I I T - t�' I /Th." A) I lam. KI HOR WD.GVARDRAIL- PRESHHRE TREATED 2.6 FLR.JST.•16 ° O.C. LINE OF 2ND FLOOR 3 -2x10 4x4 4.12 BM POST Tort 24665' 51MP5_GB44 OL BASE EXIST a FIN_ GR. 232.00' DO1-O58 - I - 12 -a<i 02 -i .1-vi 02 -26 -OI C1 0 C F EI" 1,,,, Ea. t FIN. GRADE RIGHT ELEVATION SCALE 1 = LEFT ELEVATION SCALE I/4 " =1' -O" FIN, a Ex. GRADE 4,0 POST 2x2 0 4" O.G(TYP.) FIN. S Ex. GRADE, 1x10 ND. FADING SUDS TEMP. DR al. IX6 BEVEL SIDING OVER [-LAYER 150 FELT 2x CORNER BD GIFLASH 1,45 BARGE BD TOP PL ALUM GUTTER 2ND FLOOR Ixb BEVEL SIDING OVER 15 FELT UNDERLAY 2X4 CORNER BD. FIN. 0 EXIST. GRADE -----..15T FLOOR REAR ELEVATION STEPS SCALE 1/4' = 1'0" COMP ROOF w50 FELT UNDERLAIN-ENT 20 HE DECO PITCH PITCH - ATTIC VENT. 4/12 BT12 PITCH 8/12 I FRONT ELEVATION SCALE 1/4" = I' -O" 5-00 0 OVER HEAD DR GONG. PORCH ALUM GUTTER ND DECK EXIST d FIN GRADE , PROVIDE ROF VENTS IS0,1 PER UBC /SEC 15059 ALUM. GUTTER G.IFLASH ✓ ROOFOWALL HIDN. BAY DOi-58 10\ LL_ 0 O c\I 02-243-01 z J 0 3 2 -a4 CONT. 2x6 ETUDE • 16 "O.C. W/R -I9 2'X RIM J015T OR BLK'b I/2 "O x10 "A.B. 4'- 0"O0. ®2x6 P.T. MUDEILL W/ 2 "2 "x3/16" WASHER PERF. DRAIN TILE I STORY CRAWL DET. 0 SCALE 5/4".I I/2" PLY. UNDER SIDING 256 SOLE I/2 "0 x10" A.B. 4' -0" O.G. @ 2X6 P.T. MUDSILL W/ 2 "x2 "x3/I6" WASHER FOUNDATION VENT BEL. INSULATION -NN PERF. DRAIN TILE 2 STORY CRAWL DET. SCALE E/4".1 -a" TO KEEP WALL RESTRAINED WHERE FLOOR JET. ARE PARALLEL TO WALL, USE 2 "X BLK'G. • ACROSS 4 JET. SPACES, PLY., NAILING TO UST. USE 8d • 6" OC. FIN. GRADE FREE DRAIN'G GRAVEL COMPACTED BACK FILL 5 /8 "O x10" A.B. 4 2' -0" O.G. THRU 358 P.T. MUDSILL JOUR, -FIR USE 2" =2"x3/16" WASHER SIMPSON JB28 IN/4-N10 TO MUDSILL t 2 PRONG TO JET. F G.I- DRIP SCREED PERF. DRAIN TILE 2x6 PLATE 2 -04 CANT. INSULATION SEE PLAN 2x FLR. JET IWO.C. SEE PLAN 4 Q V 2x6 STUDS • 16 "0.G. W/R -19 3/4" PLYWD. T$G INSULATION SEE PLAN Ic� I ♦♦ FLR_ JET II I •16 °0-G, C � -, ,.,, 16' 2 -a4 CONT 4 Q J 2"x FL. JET.- SEE FL. PLAN 2 - =4 CONT. I/2" AIR SPACE $4 VERT. •i4" O.G. 2x6 STUDS ®i6 "O.G. R -14 INS. $4 HORIZON. • If" O.G. $J DOWELS ( 014" 0.C. 2- a4CONT. RESTRAINED WALL n AD. BEAM SEE FL. PLAN WD. POST -SEE FLOOR PLAN FOR SIZE SIMPSON 0544(UN -O W/2 -5 /8 BOLTS SEE FOUNDATION PLAN GONG. FTC. POST PET. SCALE 5/4 " =I'-O" R -IO BY 2x6 STUDS 4" GONG 0I6" O.G SLAB W/R -IQ INS. R -I0 RIGID WHERE °CCU 2- •4CONT DROP FND. GARAGE SCALE 514" =I' -O" `U FIN. GRADE Q E 4 f PERF. DRAT TILE "TYP." SEE NOTE 256 STUDS A16 "O C. R -14 INS. G.1. DRIP SCREED, ▪ ASPHALT ▪ EMULSION u_ 2 - CONT. El 016" O.G. HORIZ. VIP DETAIL SIMPSON PC POST CAP UNLESS NOTED OTHERWISE ON PLANS 8 "x8 "GONG. PIER MIN. 2 - EY". SEE PLAN 16 2 STORY CRAWL PET. 0 SCALE 3/4 " =1 -0' INTERIOR SLAB SCALE 3/4' =I' -0" 5/8" TYPE "X" GAB 2 - =4 COST 4" GONG SLAB GAR. GONT. FTC. SCALE 3,'4 " =I -0" yl .!1 .4;:z iff111111111=1111. adeAt mg, 1 /20 xIO "A.B. 0 4- 0'0. 2x6 P.T.MUDSILL USE 2 "2 "x3!16" WASHER 2 - CONT ' TOP 254 STUDS 0 16"0.0. A/R-I3 I/2" AIR SPACE 4_i • 15 "0.0. VERT 2"x4" THERMAL BREAK 4" GONG. ELAB R -10 INS. 2' -0" WIDE ARND. PERIMETER 2 -04 CAST BTM. 4' -0" MAX. WALL (� 1 5x4 STUDS • 16" O.G. IF 2 FLOORS ABOVE I/2 xIO" A.B. •4 O.G. 2X4 P.T. PLATE -USE 2"x7x3/16 ° 1 9 1ASHER 3/4 PLYFO. THG 5)5 FLR. 4 "x GIRDER SEE PLAN 4X4 POST A0 FELT 2x3P.T. MUDSILL MIN 2 "z SOLID ELK'S A.G. DRIVEWAY NAT. GRADE GONG. PIER SCALE 3/4" =1' -0" 2 - CONT. TOP 4 STM, IS MIN. SO. f FIN. GRADE 2x4 STUDS 4" GONG, SLAB 0 4 CONT. TOP 0 BTM INTERIOR SLAB SCALE 3/4 ".I' -O" ALUM. GUTTER BIRDSGR. ELK'S - 2-O" O.G. W/3 -2 "0 HOLES EA. ELK. -BLK'G OVER TOP PLATE (TYP) LINE OF WALL WHERE GANT'L OCCURS, INEU. SOFFIT 2ND FLOOR P PLATE 0 16" O.G. L L rF III 11 LL WD. SIDING OVER 1/2" PLYWD. OR 0E5.- 51004G OVER 150 FELT- -_..-./ I LAYER 2X45TUD5 • 16" O.G. IN/R -13 2 -.4 CONT • TOP TOP OF SLAB =try 04 VERT. • IN 0.G TYP. • ALL STEM WALLS 2 - CONT. BTM. I/2" 040" A.B. 06'0 O.G. 2X4 P.T. PLATE -USE 2 "x2 "x3/16 WASHER 2 "x FLR. JET. SEE FND. PLAN INS. SEE PLAN PLAN TYP. GIRDER POCKET 0 SCALE 3/4" =1' -0" 1/2" COX PLYWD RF. 5HT6. 'PPP i rOA - Itl i 2 -2x CONT. PLATES 12 WIND BAFFLE I/2" GAB 2X RIM JET. OR ELKS Z -2x4 CONT. PLATES 2 STORY WALL 2.6 STUDS • I6" O.G. Vi/R-14 ROOF TRUSSES • 2' -0' O.G. W/ MFG. STAMP • SCALE 3/4 " =1' -0" YxP.T.STILL MIN.L2" GLFJARANCE 42.5 HURRICANE STRAP TO 2 -256 N NOTE: TYPICAL 2- GONT. 4" CONC:. ROOF TWZCCCS 442' O.G. YOMF6 STAMP R -38 BLOWN INSULATION R-35 BLOWN .- INSULATION AT CANT'L FLOORS, DOUBLE JOISTS • ENDS OF BRACED WALLS * NOTE: 3/4' TEE PL SUB. FL. NAIL E PLYWD INDEX I NAIL'W/Bd •6 - f t12"OL. FIELD 2x FLOOR SEE PLAN SOLID BLK. OVER PARTITIONS PROVIDE INSULAR UNHEATED AREAS SI Zxb P.T. MUDSILL IN/I ♦. • 4-0" O.G. MAX.-12" t ENDS OF SILLS 4 N INTO CONCRETE -USE C NOTE: CHECK SW SC $HT 53 FOR A 4" CONC. SLAB SHEAR WALLS TYP. UNDI5 NATURAL SOIL 1R-10 RIGID IN 24'• WIDE A RC PERIMETER I/2" PLYWD NUM. SIDING OVER 150 FELT 5.1.DRIP SCREED 2- GONT. PERF. DRAIN TILE -ROCK BED ALL FOOTINGS TO DEAR FIRM, UNDISTURBED NATO S SEE FOUNDATION PLAN FOR FOOTING DEPTHS AT ALL SHEARINALLS. A -Al A ® INDEX NO.24/0 I/2' COX PLYWD.RF. SHTG. 64 06"0.C.EDGES WIND BAFFLE 2 - CANT. 2 - CONT.. TOP 4 BOTT TO EXTEND 12" BEYOND BLOWN INSUL. 2X6 STUDS • 16" O.G. FUR -19 INS. 216 P.T. MUDSILL • 1.111 /2 "O x 10" A.B. 04'- 0 ° O.G. USE 2'x2°=3/16 " WASHER 2 - CONT. A.C. DRIVEWAY CONC. SLAB GAR. GONT: FTC/. S STORY WALL ( A5 3 NAT GRA DE SCALE 3/4 "=1' - 0" TRUSS CALLS TO BE REVIEWED BY ARCH / ENSINSER PRIOR TO SUBMITTAL TO JURISDICTION ARCHITECTURAL NOTES. I. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENE10145 WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS IN THE FIELD AND ANY DISCREPANCY SHALL BE BROIKHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK. 2. ALL CONSTRUCTION PER U.15.G.,1447 EDITION. IN CITY OF SEATTLE USE 1497 S.B.G. AND 1447 WASHINGTON STATE ENERGY CODE 4 1947 MECHANICAL CODE. 5. A1.4. FOUNDATION PLATES OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR AND LTED TO THE 'FOUNDATION WITH I/2 INCHDIA. BY 10 INCH ANCHOR BOLTS (A301 AB.) BOLTS AT 4 FEET ON CENTER, WITHIN 12 INCH OF THE ENDS. AND MINIMUM OF. 2 PER PIECE WITH ONE SOLT LOCATED NOT MORE THEN IT OR LESS THAN SEVEN BOLT DIAMETER FROM EACH END OF THE PIECE.'THE BOLTS SHALL HAVE A 50 PEGREE HOOK OR HEAD EMBEDDED A MINIMUM OF 7 INCH INTO THE CONCRETE, ALL WOOD IN CONTACT WITH EARTH OR CONCRETE, SHALL BE PRESSURE TREATED (1.3.5.0.5E0 2306.4) 4. ALL HORIZONTAL FRAMING' LUMBER= SEE DRAWING 52 FOR LUMBER NOTES. 5. FLOOR JOISTS SHALL. BE BLOCKED AT ENDS 4 OVER EACH SUPPORT BY 2 x 6. CONTRACTOR TO SUBMIT ROOF TRUSS CALCULATIONS, BY MANUFACTURER PRIOR TO INSTALLATION.. ROOF TRUSSES TO BEAR MANUFACTURERS STAMP BY AN APPROVED PLANT AND HAVE QUALITY CONTROL STAMP ETC., ON EACH TRUSS 4 TO BE REVIEWED BY BUILDING DEPT. 1. CONCRETE COMPRESSION STRENGTH TO REACH A MINIMUM OF 2500 PSI AT 25 DAYS. MINIMUM OF 5 I/2 SACKS OF CEMENT PER CUBIC YARD. S. FOUNDATION SIZES ARE BASED ON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. 9. ATTIC VENTILATION PER U.B.G. SEC. 1505.5. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT I/15O OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED. 5Y EAVES OR CORNICE VESTS." 10. FOUNDATION VENTILATION. UNDER FLOOR AREA SHALL BE VENTILATED PER U.S.C. SEC. 2306.1. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. II. EXHAUST FANS, RANGE HOODS, AND CLOTHES DRYERS SHALL VENT- TO OUTSIDE 4 MIN. 36" AWAY FROM ANY OPENING 4 WNL. 151 LISTED RATED "DUCT ". 12. NAILING. AS REQUIRED PER U.B.G. CHAP. 25, TABLE NO.25- II -15-I UNLESS OTHERWISE NOTED. SEE DRAWING 52. 13. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS 14.. EXTERIOR WALLS CONSTRUCTION REQUIRES BRACING PERU.B.G. SEC. 2520.115. 15. PROVIDE .15 FELT UNDER ALL EXTERIOR' SIDING. 16. ALL INTERIOR WALLBOARD (Ills.) SHALL BE 1/2 INCH UNLESS OTHERWISE NOTED. TI ALL INTERIOR DOORS SHALL BE 13/8" THICK. 18. ALL TUB AND SHOWER ENCLOSURES SHELL BE WIRED, SAFETY, OR TEMPERED GLASS. NI TUB AND SHOWER RECESSES SHALL HAVE 1/2 INCH WATERPROOF GYPSUM' WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET ABOVE FLOOR. 20. ALL GLASS WITHIN 18" OF FLOOR AND WITHIN 24" OF ANY DOOR SHALL BE TEMPERED_ 21. MAXIMUM WINDOW SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM SHALL BE 44 INCHES AND WINDOWS IN BEDROOM SHALL HAVE NET CLEAR OPENING OF 20 INCHES MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 51 5Q. FT_ 22. ALL SKYLIGHTS SHALL USE 3/16" FULLY TEMPERED SAFETY GLAZING MOUNTED ON 4 INCH RIM ABOVE THE ROOF- SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAZING. IN ONE DIRECTION, SHALL NOT EXCEED 25 INCHES INHERE SLOPE IS LESS THAN 45 DEGREES. 23. ALL WINDOWS AND GLASS SLIDING. DOOR FRAMES SHALL BE ANODIZED ALUMINUM WITH THERMAL BREAK. 24. ALL APPLIANCES INSTALLED IN GARAGES PER U.M.G. SEC. 504. 25. COMBUSTIBLE AIR (FURNACE) PER U.M.G. SECS. 701, 702, 703. AND 707 26. SHEET METAL DUCT WORK PER U.M.G. SEC. 601. 602, 603, AND 704. SEAL AND TAPE JOINTS_ 2'7. VENT CONNECTORS ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER U.M.G. SEC, 224. 25. HEATING UNITS SHALL MAINTAIN '10 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE 15 10 DEG. F. 29. ASPHALT SHINGLES SHALL HAVE 0 15 FELT UNDERLAYMENT, 3 TABS, AND BE APPLIED TO MINIMUM 4 IN 12 (HORIZON) PITCHED ROOF. SO. WOOD SHAKES AND SHINGLES PER U.B.C. ' SECS. 1507. 31. FIRE STOPPING. DRAFT STOPPING, AND FIRE BLOCKING PER U.B.G. SEC. 7082.1. (5) 52. METAL FIREPLACES SHALL .HAVE GLASS DOORS AND BE INSTALLED PER U.5.0 SEC. 5707 AND INC. - SEC. 912 AND MANUFACTURERS SPECIFICATIONS. 33. SECURITY, IF APPLICABLE: A. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. EVERY ENTRY DOOR SHALL HAVE A VISITOR OBSERVATION PORT. C. EVERY ENTRY AND GARAGE DOOR SHALL HAVE A LOCKSET WITH DEAD BOLT OR DEAD LATCH WITH AT LEAST 1/2 INCH MINIMUM THROW. D. DEAD BOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL PATIO DOORS (SLIDING) AND OPERABLE WINDOWS: LOCK CASE MOUNTING SCREWS INACCESSIBLE FROM OUTS. 34. HOUSE - GARAGE OCCUPANCY SEPARATION: SEC, 502.4. A. 5/8 INCH TYPE 'X" GYPSUM WALLBOARD ON CEILING AND EACH SIDE, ALL WALLS AND 5/5" ON ALL CEILINGS WITH FLOOR OVER. B. GARAGE TO DWELLING DOOR SHALL BE SELF CLOSING, TIGHT - FITTING SOLID CORE, WEATHERS TRIPPED, AND 13/5 INCH MINIMUM THICKNESS. C. DUCTS PIERCING FIRE SEPARATION WALL SHALL BE MINIMUM 26 GA. GALVANIZED STEEL. 35. ENERGY NOTES; SEE FLOOR PLANS FOR ADDITIONAL NOTES AND VENTILATION. A. INSULATION; A ROOF WITH VAPOR BARRIER ON WINTER WARM SIDE R -38 A.2. EXTERIOR WALL R -I9 A.3 FLOOR OVER UNHEATED SPACE, ELECTRIC R -50 GAS R -19 5.4. BASEMENT WALLS, TO BELOW GRADE LINE R -19 AN FLOOR SLAB ON GRADE R -10 (2 INCH'. x 24 INCH RIGID. INSULATION AT PERIMETER A.6. FURNACE DUCT IN UNHEATED SPACES TO 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE B. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE GLAZED, U -VALUE 0.65 MAXIMUM, AND WITH THERMAL BREAK. IF GAS FURNACE USED (0 40 MAX. IF ELECTRIC USED). C. EXTERIOR DOORS SHALL BE WEATHERS TRIPPED AT HEAD AND JAMBS. D. EXTERIOR JOINTS AROUND WINDOWS AND DOORS FRAMES SHALL BE CAULKED, WEATHER - STRIPPED,' OR GASKET. 36. STRUCTURAL NOTES; (IN SEATTLE, ALL DESIGN LOADS PER S. E.C. CH.16 A. SNOW LOAD (ROOF) 25 PEP 5. FLOOR LIVE LOAD G- WIND LOAD, EXP. B, WIND SPEED D. ALLOWABLE SOIL BEARING (TO BE FIELD VERIFIED) E. RETAINED SOIL ACTIVE PRESSURE, EFP R -8 40 SO MPH 2000 PEP 30 PGF �uN a COPYRIGHT ZAVALES '00 Z 0 V / 1 W 0 I- Iti� I2-00 5-25-00 5 -25 -00 - 1 -10 -00 Q- - 1-00 to 2 (Li • as tv - , In _ • r • .•1 co GI Z N SI (4l o PERM, CENTSO ZAVALE5 DESIGN ASSOCIATES MILT ZAVAL SEE PLAN FOR REVIEIN 4 ,, APPROVAL. 18" MAX. INGL. GUTTER TO.W. IN WI C ObZ1r- H25 HURRICANE STRAP TO 2 -2x6 O 4'- 0'0.0- Z -11x4 CONT. PLATES 314" 'MG PLYWD. SUB. FL.. NAIL 4 GIUE PLYWD INDEX NO.24/L0 412 FIELD C NAIL 1,4/5c1 OG"OGED6E5 11x4 SOLE ATE Zig11 I - `ALUM. GUTTER BIRD5GR ELK - 2'-" O.G. 1 HOLES EA. ELK -BLK'6 OVER TOP PLATE (TYP) I t WALL BRACING PER �-- 2326.119 I/2• PLYWD NOTE= SEE EHT. 52 FOR NAILING SCHEDULE 3RD FLR s +,� 2"x FL. UST. / . SEE PLAN �/ R...,,, • I �S 2X RIM. UST. TOP PLATE 2 CONT. PLATE ' F 6 7.24/20 CED 5ES 1/2" 0,1"t5. ,1 0� N '1 1 23 SOLE 2ND FLR ET. te_ "y ►�I' R - 1.1 1. ' Tx RIM JET_ OR BLK'6. TOP PLATE 10�l 2-2x4 GONT. BEARING PLATES 1 OVER WD- SIDING OVER 1(2' P- SIDING OVER 15 FELT -I LAYER E PLANS 2"m A.E. FROM CORNERS IN 7' EMBED 4 MIL. - !'x2'53 /16"EQ. DOVER EDULEg B. SIZES • 2X4 TYP.' THERMAL BREAK S . } ■ S. IP" A % _ f 2x4 STUDS ®16" I' O.G. W/R -13 INSUL. 2 - CANT. TOP SEPARATION TOP OF G.I. DRIP SCREED SLAB �(-ir r"� FIN. GRADE .p = BED EIR.. IlR4D -' li !?i�,�i`. `i; 24" �y� f \ i . , \} > .: ' ®�,� $4 VERT. • 18 " O.G. TYP. Pr � ' a N • ALL STEM ^7 WALLS , . 2 - GONT. TOP UPON 2AI SOIL ,,,,,,,"1" 13" PERF. DRAIN TILE 4 ,, SET IN 12" ROCK BED II 16" 2 -a4 CONT. 2x6 ETUDE • 16 "O.C. W/R -I9 2'X RIM J015T OR BLK'b I/2 "O x10 "A.B. 4'- 0"O0. ®2x6 P.T. MUDEILL W/ 2 "2 "x3/16" WASHER PERF. DRAIN TILE I STORY CRAWL DET. 0 SCALE 5/4".I I/2" PLY. UNDER SIDING 256 SOLE I/2 "0 x10" A.B. 4' -0" O.G. @ 2X6 P.T. MUDSILL W/ 2 "x2 "x3/I6" WASHER FOUNDATION VENT BEL. INSULATION -NN PERF. DRAIN TILE 2 STORY CRAWL DET. SCALE E/4".1 -a" TO KEEP WALL RESTRAINED WHERE FLOOR JET. ARE PARALLEL TO WALL, USE 2 "X BLK'G. • ACROSS 4 JET. SPACES, PLY., NAILING TO UST. USE 8d • 6" OC. FIN. GRADE FREE DRAIN'G GRAVEL COMPACTED BACK FILL 5 /8 "O x10" A.B. 4 2' -0" O.G. THRU 358 P.T. MUDSILL JOUR, -FIR USE 2" =2"x3/16" WASHER SIMPSON JB28 IN/4-N10 TO MUDSILL t 2 PRONG TO JET. F G.I- DRIP SCREED PERF. DRAIN TILE 2x6 PLATE 2 -04 CANT. INSULATION SEE PLAN 2x FLR. JET IWO.C. SEE PLAN 4 Q V 2x6 STUDS • 16 "0.G. W/R -19 3/4" PLYWD. T$G INSULATION SEE PLAN Ic� I ♦♦ FLR_ JET II I •16 °0-G, C � -, ,.,, 16' 2 -a4 CONT 4 Q J 2"x FL. JET.- SEE FL. PLAN 2 - =4 CONT. I/2" AIR SPACE $4 VERT. •i4" O.G. 2x6 STUDS ®i6 "O.G. R -14 INS. $4 HORIZON. • If" O.G. $J DOWELS ( 014" 0.C. 2- a4CONT. RESTRAINED WALL n AD. BEAM SEE FL. PLAN WD. POST -SEE FLOOR PLAN FOR SIZE SIMPSON 0544(UN -O W/2 -5 /8 BOLTS SEE FOUNDATION PLAN GONG. FTC. POST PET. SCALE 5/4 " =I'-O" R -IO BY 2x6 STUDS 4" GONG 0I6" O.G SLAB W/R -IQ INS. R -I0 RIGID WHERE °CCU 2- •4CONT DROP FND. GARAGE SCALE 514" =I' -O" `U FIN. GRADE Q E 4 f PERF. DRAT TILE "TYP." SEE NOTE 256 STUDS A16 "O C. R -14 INS. G.1. DRIP SCREED, ▪ ASPHALT ▪ EMULSION u_ 2 - CONT. El 016" O.G. HORIZ. VIP DETAIL SIMPSON PC POST CAP UNLESS NOTED OTHERWISE ON PLANS 8 "x8 "GONG. PIER MIN. 2 - EY". SEE PLAN 16 2 STORY CRAWL PET. 0 SCALE 3/4 " =1 -0' INTERIOR SLAB SCALE 3/4' =I' -0" 5/8" TYPE "X" GAB 2 - =4 COST 4" GONG SLAB GAR. GONT. FTC. SCALE 3,'4 " =I -0" yl .!1 .4;:z iff111111111=1111. adeAt mg, 1 /20 xIO "A.B. 0 4- 0'0. 2x6 P.T.MUDSILL USE 2 "2 "x3!16" WASHER 2 - CONT ' TOP 254 STUDS 0 16"0.0. A/R-I3 I/2" AIR SPACE 4_i • 15 "0.0. VERT 2"x4" THERMAL BREAK 4" GONG. ELAB R -10 INS. 2' -0" WIDE ARND. PERIMETER 2 -04 CAST BTM. 4' -0" MAX. WALL (� 1 5x4 STUDS • 16" O.G. IF 2 FLOORS ABOVE I/2 xIO" A.B. •4 O.G. 2X4 P.T. PLATE -USE 2"x7x3/16 ° 1 9 1ASHER 3/4 PLYFO. THG 5)5 FLR. 4 "x GIRDER SEE PLAN 4X4 POST A0 FELT 2x3P.T. MUDSILL MIN 2 "z SOLID ELK'S A.G. DRIVEWAY NAT. GRADE GONG. PIER SCALE 3/4" =1' -0" 2 - CONT. TOP 4 STM, IS MIN. SO. f FIN. GRADE 2x4 STUDS 4" GONG, SLAB 0 4 CONT. TOP 0 BTM INTERIOR SLAB SCALE 3/4 ".I' -O" ALUM. GUTTER BIRDSGR. ELK'S - 2-O" O.G. W/3 -2 "0 HOLES EA. ELK. -BLK'G OVER TOP PLATE (TYP) LINE OF WALL WHERE GANT'L OCCURS, INEU. SOFFIT 2ND FLOOR P PLATE 0 16" O.G. L L rF III 11 LL WD. SIDING OVER 1/2" PLYWD. OR 0E5.- 51004G OVER 150 FELT- -_..-./ I LAYER 2X45TUD5 • 16" O.G. IN/R -13 2 -.4 CONT • TOP TOP OF SLAB =try 04 VERT. • IN 0.G TYP. • ALL STEM WALLS 2 - CONT. BTM. I/2" 040" A.B. 06'0 O.G. 2X4 P.T. PLATE -USE 2 "x2 "x3/16 WASHER 2 "x FLR. JET. SEE FND. PLAN INS. SEE PLAN PLAN TYP. GIRDER POCKET 0 SCALE 3/4" =1' -0" 1/2" COX PLYWD RF. 5HT6. 'PPP i rOA - Itl i 2 -2x CONT. PLATES 12 WIND BAFFLE I/2" GAB 2X RIM JET. OR ELKS Z -2x4 CONT. PLATES 2 STORY WALL 2.6 STUDS • I6" O.G. Vi/R-14 ROOF TRUSSES • 2' -0' O.G. W/ MFG. STAMP • SCALE 3/4 " =1' -0" YxP.T.STILL MIN.L2" GLFJARANCE 42.5 HURRICANE STRAP TO 2 -256 N NOTE: TYPICAL 2- GONT. 4" CONC:. ROOF TWZCCCS 442' O.G. YOMF6 STAMP R -38 BLOWN INSULATION R-35 BLOWN .- INSULATION AT CANT'L FLOORS, DOUBLE JOISTS • ENDS OF BRACED WALLS * NOTE: 3/4' TEE PL SUB. FL. NAIL E PLYWD INDEX I NAIL'W/Bd •6 - f t12"OL. FIELD 2x FLOOR SEE PLAN SOLID BLK. OVER PARTITIONS PROVIDE INSULAR UNHEATED AREAS SI Zxb P.T. MUDSILL IN/I ♦. • 4-0" O.G. MAX.-12" t ENDS OF SILLS 4 N INTO CONCRETE -USE C NOTE: CHECK SW SC $HT 53 FOR A 4" CONC. SLAB SHEAR WALLS TYP. UNDI5 NATURAL SOIL 1R-10 RIGID IN 24'• WIDE A RC PERIMETER I/2" PLYWD NUM. SIDING OVER 150 FELT 5.1.DRIP SCREED 2- GONT. PERF. DRAIN TILE -ROCK BED ALL FOOTINGS TO DEAR FIRM, UNDISTURBED NATO S SEE FOUNDATION PLAN FOR FOOTING DEPTHS AT ALL SHEARINALLS. A -Al A ® INDEX NO.24/0 I/2' COX PLYWD.RF. SHTG. 64 06"0.C.EDGES WIND BAFFLE 2 - CANT. 2 - CONT.. TOP 4 BOTT TO EXTEND 12" BEYOND BLOWN INSUL. 2X6 STUDS • 16" O.G. FUR -19 INS. 216 P.T. MUDSILL • 1.111 /2 "O x 10" A.B. 04'- 0 ° O.G. USE 2'x2°=3/16 " WASHER 2 - CONT. A.C. DRIVEWAY CONC. SLAB GAR. GONT: FTC/. S STORY WALL ( A5 3 NAT GRA DE SCALE 3/4 "=1' - 0" TRUSS CALLS TO BE REVIEWED BY ARCH / ENSINSER PRIOR TO SUBMITTAL TO JURISDICTION ARCHITECTURAL NOTES. I. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENE10145 WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS IN THE FIELD AND ANY DISCREPANCY SHALL BE BROIKHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK. 2. ALL CONSTRUCTION PER U.15.G.,1447 EDITION. IN CITY OF SEATTLE USE 1497 S.B.G. AND 1447 WASHINGTON STATE ENERGY CODE 4 1947 MECHANICAL CODE. 5. A1.4. FOUNDATION PLATES OR SILLS SHALL BE PRESSURE TREATED DOUGLAS FIR AND LTED TO THE 'FOUNDATION WITH I/2 INCHDIA. BY 10 INCH ANCHOR BOLTS (A301 AB.) BOLTS AT 4 FEET ON CENTER, WITHIN 12 INCH OF THE ENDS. AND MINIMUM OF. 2 PER PIECE WITH ONE SOLT LOCATED NOT MORE THEN IT OR LESS THAN SEVEN BOLT DIAMETER FROM EACH END OF THE PIECE.'THE BOLTS SHALL HAVE A 50 PEGREE HOOK OR HEAD EMBEDDED A MINIMUM OF 7 INCH INTO THE CONCRETE, ALL WOOD IN CONTACT WITH EARTH OR CONCRETE, SHALL BE PRESSURE TREATED (1.3.5.0.5E0 2306.4) 4. ALL HORIZONTAL FRAMING' LUMBER= SEE DRAWING 52 FOR LUMBER NOTES. 5. FLOOR JOISTS SHALL. BE BLOCKED AT ENDS 4 OVER EACH SUPPORT BY 2 x 6. CONTRACTOR TO SUBMIT ROOF TRUSS CALCULATIONS, BY MANUFACTURER PRIOR TO INSTALLATION.. ROOF TRUSSES TO BEAR MANUFACTURERS STAMP BY AN APPROVED PLANT AND HAVE QUALITY CONTROL STAMP ETC., ON EACH TRUSS 4 TO BE REVIEWED BY BUILDING DEPT. 1. CONCRETE COMPRESSION STRENGTH TO REACH A MINIMUM OF 2500 PSI AT 25 DAYS. MINIMUM OF 5 I/2 SACKS OF CEMENT PER CUBIC YARD. S. FOUNDATION SIZES ARE BASED ON A MAXIMUM TOTAL LOAD BEARING SOIL PRESSURE OF 2000 PSF. ALL FOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. 9. ATTIC VENTILATION PER U.B.G. SEC. 1505.5. "THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAT I/15O OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 50% OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED. 5Y EAVES OR CORNICE VESTS." 10. FOUNDATION VENTILATION. UNDER FLOOR AREA SHALL BE VENTILATED PER U.S.C. SEC. 2306.1. OPENINGS IN EXTERIOR FOUNDATION WALLS SHALL HAVE A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA. II. EXHAUST FANS, RANGE HOODS, AND CLOTHES DRYERS SHALL VENT- TO OUTSIDE 4 MIN. 36" AWAY FROM ANY OPENING 4 WNL. 151 LISTED RATED "DUCT ". 12. NAILING. AS REQUIRED PER U.B.G. CHAP. 25, TABLE NO.25- II -15-I UNLESS OTHERWISE NOTED. SEE DRAWING 52. 13. ALL EXTERIOR WALLS SHALL BE DOUBLE WALL CONSTRUCTION UNLESS NOTED OTHERWISE NOTED ON PLANS 14.. EXTERIOR WALLS CONSTRUCTION REQUIRES BRACING PERU.B.G. SEC. 2520.115. 15. PROVIDE .15 FELT UNDER ALL EXTERIOR' SIDING. 16. ALL INTERIOR WALLBOARD (Ills.) SHALL BE 1/2 INCH UNLESS OTHERWISE NOTED. TI ALL INTERIOR DOORS SHALL BE 13/8" THICK. 18. ALL TUB AND SHOWER ENCLOSURES SHELL BE WIRED, SAFETY, OR TEMPERED GLASS. NI TUB AND SHOWER RECESSES SHALL HAVE 1/2 INCH WATERPROOF GYPSUM' WALLBOARD. WALLS SHALL HAVE HARD MOISTURE RESISTANCE SURFACE UP TO 6 FEET ABOVE FLOOR. 20. ALL GLASS WITHIN 18" OF FLOOR AND WITHIN 24" OF ANY DOOR SHALL BE TEMPERED_ 21. MAXIMUM WINDOW SILL HEIGHT ABOVE FLOOR IN ANY BEDROOM SHALL BE 44 INCHES AND WINDOWS IN BEDROOM SHALL HAVE NET CLEAR OPENING OF 20 INCHES MINIMUM WIDTH AND 24 INCHES MINIMUM HEIGHT AND A NET CLEAR OPENING OF 51 5Q. FT_ 22. ALL SKYLIGHTS SHALL USE 3/16" FULLY TEMPERED SAFETY GLAZING MOUNTED ON 4 INCH RIM ABOVE THE ROOF- SPACING BETWEEN SUPPORTS FOR FLAT WIRED GLAZING. IN ONE DIRECTION, SHALL NOT EXCEED 25 INCHES INHERE SLOPE IS LESS THAN 45 DEGREES. 23. ALL WINDOWS AND GLASS SLIDING. DOOR FRAMES SHALL BE ANODIZED ALUMINUM WITH THERMAL BREAK. 24. ALL APPLIANCES INSTALLED IN GARAGES PER U.M.G. SEC. 504. 25. COMBUSTIBLE AIR (FURNACE) PER U.M.G. SECS. 701, 702, 703. AND 707 26. SHEET METAL DUCT WORK PER U.M.G. SEC. 601. 602, 603, AND 704. SEAL AND TAPE JOINTS_ 2'7. VENT CONNECTORS ALLOWED ONLY IN SAME ROOM WITH APPLIANCE PER U.M.G. SEC, 224. 25. HEATING UNITS SHALL MAINTAIN '10 DEG. F AT 3 FEET ABOVE FLOOR WHEN OUTDOOR TEMPERATURE 15 10 DEG. F. 29. ASPHALT SHINGLES SHALL HAVE 0 15 FELT UNDERLAYMENT, 3 TABS, AND BE APPLIED TO MINIMUM 4 IN 12 (HORIZON) PITCHED ROOF. SO. WOOD SHAKES AND SHINGLES PER U.B.C. ' SECS. 1507. 31. FIRE STOPPING. DRAFT STOPPING, AND FIRE BLOCKING PER U.B.G. SEC. 7082.1. (5) 52. METAL FIREPLACES SHALL .HAVE GLASS DOORS AND BE INSTALLED PER U.5.0 SEC. 5707 AND INC. - SEC. 912 AND MANUFACTURERS SPECIFICATIONS. 33. SECURITY, IF APPLICABLE: A. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. B. EVERY ENTRY DOOR SHALL HAVE A VISITOR OBSERVATION PORT. C. EVERY ENTRY AND GARAGE DOOR SHALL HAVE A LOCKSET WITH DEAD BOLT OR DEAD LATCH WITH AT LEAST 1/2 INCH MINIMUM THROW. D. DEAD BOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL PATIO DOORS (SLIDING) AND OPERABLE WINDOWS: LOCK CASE MOUNTING SCREWS INACCESSIBLE FROM OUTS. 34. HOUSE - GARAGE OCCUPANCY SEPARATION: SEC, 502.4. A. 5/8 INCH TYPE 'X" GYPSUM WALLBOARD ON CEILING AND EACH SIDE, ALL WALLS AND 5/5" ON ALL CEILINGS WITH FLOOR OVER. B. GARAGE TO DWELLING DOOR SHALL BE SELF CLOSING, TIGHT - FITTING SOLID CORE, WEATHERS TRIPPED, AND 13/5 INCH MINIMUM THICKNESS. C. DUCTS PIERCING FIRE SEPARATION WALL SHALL BE MINIMUM 26 GA. GALVANIZED STEEL. 35. ENERGY NOTES; SEE FLOOR PLANS FOR ADDITIONAL NOTES AND VENTILATION. A. INSULATION; A ROOF WITH VAPOR BARRIER ON WINTER WARM SIDE R -38 A.2. EXTERIOR WALL R -I9 A.3 FLOOR OVER UNHEATED SPACE, ELECTRIC R -50 GAS R -19 5.4. BASEMENT WALLS, TO BELOW GRADE LINE R -19 AN FLOOR SLAB ON GRADE R -10 (2 INCH'. x 24 INCH RIGID. INSULATION AT PERIMETER A.6. FURNACE DUCT IN UNHEATED SPACES TO 12 INCH MINIMUM BELOW EXTERIOR FINISHED GRADE B. ALL GLAZING AND ALL SKYLIGHTS SHALL BE DOUBLE GLAZED, U -VALUE 0.65 MAXIMUM, AND WITH THERMAL BREAK. IF GAS FURNACE USED (0 40 MAX. IF ELECTRIC USED). C. EXTERIOR DOORS SHALL BE WEATHERS TRIPPED AT HEAD AND JAMBS. D. EXTERIOR JOINTS AROUND WINDOWS AND DOORS FRAMES SHALL BE CAULKED, WEATHER - STRIPPED,' OR GASKET. 36. STRUCTURAL NOTES; (IN SEATTLE, ALL DESIGN LOADS PER S. E.C. CH.16 A. SNOW LOAD (ROOF) 25 PEP 5. FLOOR LIVE LOAD G- WIND LOAD, EXP. B, WIND SPEED D. ALLOWABLE SOIL BEARING (TO BE FIELD VERIFIED) E. RETAINED SOIL ACTIVE PRESSURE, EFP R -8 40 SO MPH 2000 PEP 30 PGF �uN a COPYRIGHT ZAVALES '00 Z 0 V / 1 W 0 I- Iti� I2-00 5-25-00 5 -25 -00 - 1 -10 -00 Q- - 1-00 to 2 (Li • as tv - , In _ • r • .•1 co GI Z N SI (4l o PERM, CENTSO ZAVALE5 DESIGN ASSOCIATES MILT ZAVAL 7.. DBL. TOP n J _ - - - PLATES LI NAIL SHEATHING TO HER 63 "O.G. E.W. J r ht (2) -2 "x STUDS SHEATHING NAILED re:- TO EA. STUDS ®3" O.G. STAGGERED ti EA. SIDE APA RATED SHEATHING 3/8" " I. A MIN. P.I. 24/0 ExP.I NAILED 8d ®3 " O.G. T y ALL PLATES. HEADERS 4 511)05. �_ 2 "x SOLID BLOCKING RED. 0 SHEAR Al / JOINTS. METAL 55150 HANGER ROOF TRUSSES/ RAFTERS TO HAVE HURRICANE ANCHORS TO TOP PL. CONT. HDR. OVER TOP OF SHEAR WALL_ - 4 "• HEADER -SEE PLAN _P MIN, I/2 "0 A.B. MA. EMBED, 7" HOLD DOWN WOOD /GONG. MIN.GAPAGITY (E.S. SIMPSON STHDI4) (3) -2"x PLATES NAIL SHEATHING TO EA. PLATE TOP OF GONG. NOTE: I. FOR USE IN GARAGE END WALLS AS SHOWN IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, PLYWOOD SHALL OVERLAP THE RIM JOIST a SILL PLATE. PROVIDE HOLD OWNS, BOLTS AND PLYWOOD NAILING AS SHOWN. PROVIDE SPECIAL DETAIL IF USED ABOVE 1ST FLOOR. 2. ANCHOR BOLTS MUST BE FULL I /2" DIAMETER WITH GUT THREADS. LOWER PR. OF GUARDRAIL 5 /8"TYPE x FOR USABLE SPACE UNDER STAIR a UN USABLE UNDER I' -43 TO 2 ‘• ,`. 5HEAR TRANSFER 2ND STORY TO 1ST STORY WALL SCALE 3/4 " =1' -O" TOP OF HALF WALL OR RAIL USE 2-2.12 OR 3 -2x12 STRINGERS IF OVER S' -O" WIDE o r A I on r" !-• T 2.4 KICKER PLATE NOTE: BLOCK STRINGERS @ MID. POINT a WALL ALONG STRINGERS w 1' HEADER /- SEE PLAN 1/2 "PLYWD. EA. SIDE •/8d NAILS • 6 "0.0. EDGES a 12 "0.C. FIELD a BLOCKING EDGES HD5A HOLD DOWN MIN. 3000• UPLIFT CAPACITY - USE 5578 24 FOR 5/8 "0 5-1/2•0 x10 . e PANEL U4 POINTS SIMPSON HANGE R CARRI FIRE BLOCKING -2X4 - r 1 2' -8" MIN y�I l'T\ A II A 1\ / I 1 \/I I II /I FOUNDATION ' 1 C 2 -2x12 HDR W AGE 2x12 SCALE 3/4 " =I -O" A C)TI A I GT A IL SEE PET •• DROP FLOOR @ GARAGE SCALE 3/4 " =1' -0" DECK RAIL .2 -2x4 O NOTE: THESE DETAILS ARE PRESCRIPTIVE FROM ' UBC 16 INCH LATERAL RESTRAINT PANEL I STORY OF 2 STORY 0 SCALE 5/4 "=1' -0" 2.4 COST. U210. UPSIDE CONA1 HANGER 2"xRIM. CONT. (2- 2"sRIM WHERE JOIST PARALLEL TO RAIL) 2"x6" DECKING NAIL SPC APART -TOP OF DECKING P MIN. BELOW HOUCE FLR. LJ A_ NIT - f® A II 4. !Al.& i I \ -- 1EAPER SEE PLAN I /2 "PLYWD. ONE SIDE W/8d NAILS • b "0.G. EDGES a 12 "0.G. FIELD a BLOCKING EDGES HD2A HOLD DOWN MIN. WO* UPLIFT CAPACITY - USE 557E 24 FOR 5/8 "d 2 -1 /2'0x10 "•25. H PANEL I/4 POINTS 2 -a4 THE 2 -.4 TSB FOUNDATION . 2.6 STUDS 0 lb" O.G. *4 CONT. TOP 0 5TM. R -10 RIGID INS. 24" WIDE AROUND PERIMETER DROP FLOOR @ GARAGE CD SCALE 5/4".I'-0" 2 "DECK JST. CONT.I 4 " -2 "ROUND OR OVAL HANDRL RETURN ENDS TO WALL 2' -8" MIN I STORY ONLY SCALE 3/4 -0" 256 P.T. PLATE W/ 1/2 "0 x10" A.B. H 4' -0" G.G. (OTHERWISE NOTED) AND 2 "x2 "x3 /I6" 50. WASHER 4" GONG. SLAB SIMPSON HANGERS NAIL 2 "xLEOSER TO WALL W/5 -165 II 12'0.C. DECK LEDGER SCALE 3/4 " =1 -0" REQUIRED STUDS a HOLD DOWN. SEE SCHEDULE DAP 51110 FOR SOLT HEADS CONCRETE FOOTING SEE PLANS ADD REBAR A.B. DIAM. HOOK INTO FOOTING IF AB. 15 SHORT I /2 5IO' AS. . 4' -O "O.0 THROW, 256 P.T. MIIDSILL 4" CONC.-, SLAB 255 STUDS ® 16"O.P. HOLD -DOWN 4 CORNER DETAIL SCALE 3/4 " =1' -0" COIGIEC-TION NAILING I. JOIST TO SILL OR GIRDER TOENAIL 5 -55 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3, 1'x6• (25mm x 1525151) eien..00R OR LESS TOEAGH JOIST, FACE NAIL 2 -85 4, WIDER THAN 1'x6" (25mm x 152 H)SUBFLOOR TO EACH JOIST, FACE NAIL 3 -8d 3 2` (5Imm) SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 -I6d 6. SOLE PLATE TO -JOIST OR BLOGKING,TYPICAL FACE NAIL I6d AT I5 (406mm)0.0. SOLE PATE TO -10IST OR BLOCKING, AT BRACED WALL PANELS 5 -164 PER 16" (406 mm) 7. TOP PLATE TO STUD, END NAIL 2 -164 G. STUD TO SOLE PLATE 4- 8d,TOENAIL OR 2- 1655ND NAIL 4. DOUBLE STUDS, PAGE NAIL 165 AT 24" (610 mm) O.G. 10. TOP PLATES, TYPICAL FACE NAIL 16d AT 16° (406, mn) O.G DOUBLE TOP PLATI5 LAP SPLICE 8 - 165 II_ BLOCKING BETWEEN - JOISTS OR RAFTERS TO TOP PLATE, TOENAIL - - 12: RIM JOIST TO TOP PLATE, TOENAIL Ed AT 6" (152mm) O.G. O. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2 -165 14. CONTIIH1OUr HEADER, TWp PIECES Ibd AT (406,650.0. ALONG EACH EPEE 15: CEILNNG JOISTS TO PLATE, TOENAIL 3-8d 16. 005715)055 HEADER TO STUD. TOENAIL BOTTOM AND STAGGERED 2 - 205 4 -84 I7, CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL AT ENDS AND AT EACH SPICE 5 -165 I8. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 -165 14. RAFTER TO PLATE, TOENAIL 5-8 • 20. I- (255151) BRACE TO EACH STUD AND PLATE. FACE NAIL. .. 2-8d 21. F s8" (25mm X 2035151) SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 -Ed 22. WIDER THAN I" x 8 (25mm x 203mm)SNIEATHIN• TO EACH BEARING, FACE NAIL 3 -85 23. BUILT -UP CORNER STUDS Ibd AT 24" (61Omm) O.G. 24. BUILT-UP GIRDER AND BEAMS 204 AT 32 O.G, AT TOP AND 25. 2" (51 mm) PLANKS 2 -160 AT EACH BEARING 26. WOOD STRUCTURAL PANELS AND PARTIGLEBORD• SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)• (I I'NCH.25,4 MM) VT AND LESS 8d Ed OR 1/8• -- 3/4- 8d e 7/8" - I I 1/8" - 1 I/4° 105 OR 84 COMBINATION SSUBFLOOR- UNDERLAYMENT (TO FRAMING) :(I InLH= 25.4mm/ 3/4_ AND LESS ad' 7/8- -r 845 I I /6" 4 I/4 IOd OR 8d 27. PANEL 51DIN• (TO FRAMING):' s VY (15mm) OR LESS HUH 5/8• (165151) 8d 28. FIBERBOARD SHEATHING: 1/2 (13551) NO.11 ga. • Sd NO.16 ga" 25/32" (20 mm) NO. II ggd'.S 8d� NO. IS GAE 29. INTERIOR PANELING 1/4" 5/8" DO1 -058 0 6d" ' COMMON OR SOX'. NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. TNAILS SHOED AT 6 INCHES 552 MM) ON CENTER AT EDGE, 12 INCHES (305 MIN) AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES (152M) AT ALL SUPPORTS WHERE SPANS ARE. 48 INCHES (1214 MM) OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL AND. PARTICLEBOARD DIAPHRAGMS AND SHEAR WALL, REFER TO SECTION 23143. NAILS FOR WALL SHEATHING MAY BE COMMON. 501 OR GA5155. 'GOIHMON' DEFORMED SHANK. 'DEFORMED SHANK `CORROSION RESISTANT SIDING. OR CASING NAILS CONFORMING TO THE REQUIREMENT OF SECTION 23043_ 'FASTENERS SPACED 3 INCHES (76 MM) ON CENTER AT EXTERIOR EDGES AMP 6 INCHES (152 MM) ON CENTER AT INTERMEDIATE SUPPORTS_ •CORROSION RESISTANT ROOFING NAILS WITH 7/16 INCH- DIAMETER (II MM) HEAD AND 1 1/2-INCH (38 MAT) LENGTH FOR U2 -INCH (13 MAI) SHEATHING AND I 3/4-INCH (44 NM) LENGTH FOR 25/32 -INCH (20 MM) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2304.1. • CORROSION- RESISTANT STAPLES WITH NOMINAL 7/16 -INCH (II MM) CROWN AND I I/8 -INCH (29 MM) LENGTH FOR I/2 -INCH (13 MM) SHEATHING AND 11/2 -INCH (38 1)4) LENGTH FOR 25/32 -INCH (20 MM) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2504.1. PANEL SUPPORTS AT 16 INCHES (406 MAT) (20 INCHES (505 MM) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS 056557755 MARKE CASING OR FINISH NAILS SPACED b INCHES (152 Ma) ON PANEL EDGES) INC 2 INCHES (305 MM) AT INTERMEDIATE SUPPORTS. • PANEL SUPPORTS AT 24 INCHES (610 Ma)_CASING OR FINISH NAILS SPACED 6 INCHES (152 MM) ON PANEL EDGES 12 INCHES (905 MM) AT INTERMEDIATE SUPPORTS. a4 VERT_ ®18 "0.G. INSULATION 5/8" TYPE X SEE PLAN 6.WB. R -I0 INS_ 2 -s4 TOP a BOTTOM GAR" SLAB HOUSE CRAWL SCALE 3/4" =1' -O" SILL ANCHOR BOLTS CONCRETE WALL 3 a4 REINF. NOT S IOWN H" FOR CLARITY 2" THEN EQUAL 5PG5 TABLE 23 -H 4-1 NAILING SCHEDULE 5/5" PLYWOOD SUB_ FL.. ASPHALT EMULSION *4 HOR ® TOP a4L112" VERT. 10" HORIZON. FREE DRAINING GRAVEL �Ca FLR JST. SEE PLAN PERF. DRAIN TILE I/2" PLY. r . &Rs 2 -2X6 TOP PLATE I/2" PLY. SHTG. 2x6 CRIPPLES 016 "0.G. 2X6 NHUDSILL 2 UNRESTRAINED WALL SCALE 5/4"=1' -0" R -i0 INS.. R GENERAL NOTES. THE GENERAL NOTES ARE SUPPLEMENTARY AND NOT INTENDED TO SUPERSEDE THE DRAWINGS. IN THE EVENT OF A CONTRADICTION BETWEEN THE ACTUAL 51TE CONDITIGNS AND THE DRAWINGS OR THESE NOTES, THE CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO COMMENCING WORK; THE DESIGNER WILL PROVIDE A RESOLUTION TO THE QUESTION. BUDDING CODE AND STANDARDS: ALL WORK SHALL CONFORM TO THE UBG `97 a SEATTLE BUILDING CODE (SBG). (THE UNIFORM BUILDING CODE, 1997 50, WITH SEATTLE AMENDMENTS) THE FOLLOWING: STANDARTS SHALL ALSO BE USED: AMERICAN'' CONCRETE INSTITUTE (API) SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (API 301) • API MAWAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES 515, REVISED) API BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AG1 315)! 055165 LIVE LOADS: ROOF 25PSF DECK 4OPSF FLOOR 40 STAIRS 100 EARTH PRESSURE: RETAINED EARTH ACTIVE (EQUIVALENT FLUID) PRESSURE 30 PCF PASSIVE PRESSURE 300 WIND LOAD: WIND PRESSURE. P•C.C.Q31 BOMPH WIND ZONE. F•2132 C.PSF. EARTHQUAKE: SIMPLIFIED DESIGN BASE SHEAR V•3 0=11 ZONE 5, UNDETERMINED SOIL PROFILE TYPE, Ga•0.56 LIGHT - FRAMED WALLS: PLYWOOD PANELS, R=5.5, V=0.2W GYPBOARD PANELS, R =4.5, V =0.24W FOUNDATIONS: ASSUMED ALLOWABLE SOIL BEARING PRESSURE 2000 PSF. NOTIFY THE ENGINEER IF SHIESTIONASLE MATERIAL .15 ENCOUNTERED FOOTINGS SHALL BEAR UPON FIRM; UNDISTURBED NATURAL SOIL MINIMUM OF IB. INCHES. BELOW ADJACENT GRADE. CENTER FOOTINGS BENEATH COLUMNS AND WALLS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. CONCRETE: SPECIAL INSPECTION NOT REQUIRED, COMPLY WITH SEA 17015.1. "EXCEPTION" DESIGN BASED UPON Fc•2500' PSI ALL CONCRETE SHALL HAVE PORTLAND CEMENT, HARD ROCK AGGREGATES, AND BE PROPORTIONED FOR STRENGTH. DURABILITY AND REDUCED SHRINKAGE ALL CONCRETE SHALL HAVE A WATER REDUCING ADMIXTURE ADDED IN. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MIN. STRENGTH MIN. CEMENT MAX. WATER USE Fm•2500.PSI 5 1/2 SK /CY ' 6.0 GAL /SK ALLEXCEPT Fc =2000 41/2 6.0 NON- STRUCT REINFORCEMENT: DESIGN BASED UPON F = 20.000 PSI. REINFORCING STEEL, ASTM A615,6RADE5 40 AND 60, INHERE NOTED. WELDED WIRE FABRIC (NW), ASTM A 185. PROVIDE THE FOLLOWING' COVER FOR REINFORCEMENT UNLESS. SHOWN OTHERWISE ON THE DRAWINGS: CONCRETE DEPOSITED AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER 11/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4" REINFORCING 36 DIAMETERS, MINIMUM 16 INCHES, AT SPLICES AND WALL CORNERS AND INTERSECTIONS UNLESS SHOWN OTHERWISE ON THE. DRAWINGS. MINIMUM 2 -65 BARS AROUND ALL WINDOW AND DOOR OPENINGS. EXTEND MINIMUM 24 INCHES BEYOND CORNERS. ADD *462-0" DIAGONAL BAR AT CORNERS OF OPENINGS. LUMBER: STRUCTURAL PLYWOOD ROOF SHEATHING SHALL BE SPA STD I/2" CO. PLUGGED. !NT. DOUGLAS FIR' WITH EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SIZE CLASS SLF (PLATES) LF (5TUD5) LaP (JOISTS) LaP (4HHEADERS/BEAMS) 5115 (bsHEAADERS/BF_AMS) SLF (4xPOSTS) PST (5642) *LB (SIMPLE BM, CONT. BM, ALL AITC CERTIFIED) SPECIE GRADE STRESS OF NO.2 Fb =875 PSI (5) HE STUD F6 =575 HF NO.2 Fb =850 OF N0.2 F6.515 OF NO.1 92•1350 DF •0.2 Fa : 1300 DF 50.1 Fa =1000 DF 24F -V4 Fb =2400 DP 24F -V8 Fb =2400 FASTENERS: E+OLTS- ASTM A307 WITH WASHER AT WOOD BEARING NAILS- COMMON WIRE NAILS (NAILING IN ACCORDANCE WITH 500 TABLE 23 -1 -0. CONNECTORS-SIMPSON STRONG -TIE OR EQUAL (FILL ALL HOLES 11/N),ILS OR BOLTS PER MFRS RECOMMENDATIONS). PREFABRICATED MATERIALS: PREFABRICATED MATERIALS SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. W40 SHALL SUBMIT 514OP DRAWINGS AND SPECIFICATIONS TO THE BUILDING DEPARTMENT AND DESIGNER FOR APROVAL PRIOR TO FABRICATION THE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT WHEN FABRICATED ITEMS HAVE ARRIVED ON THE JOB SITE. PRIOR TO ERECTION. SKYLIGHT DET. @ PITCHED ROOF SCALE 5/4 " =(' -0" CAT MOUNT SKYLIGHT ON 2 "x4" RIM y 10 o cra� °T TRUSS CHORD --� 2•4416 "0.0 SKYLIGHT DET. ® FLAT ROOF SCALE 3/4 " =1' -0" Ni V t 6 Z • O � JL_ ci) J • Z ✓ Q F- • t3 I Q z �(�_ k a 9F- ZI- (� O tU I O CI . R V V 1 i (c1 GGrYft&t{ ZAVALL 'aa ft d l a d s