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Permit D01-288 - PEACHTREE DEVELOPMENT - NEW HOUSE
PEACHTREE DEVELOPMENT 12225 47 AV S EXPIRED D01 -288 PiAject Name/Tenant• rectii vRA,ce vv ,e, - Value of Construction: .is 00e) Site Address: City State /Zip: Tax Par Number: - -- to 4•f3 � a Property Owner: .25S sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: ago) 7!5 - 8699 .on I W1ov zU,i Street Address: 11-28 15 +41 Ave MC City State /Zip: Bext_e■A.Ae IAA ciEZMA Fax #: ( u2) etor5 - cf q 1 9 Phone: Contractor: Street Address: City State /Zip: Fax #: Architect: pew trIS U{pLlvw Ee. Phone: (2S3 2 5 30 Fax #: Street Address: U City State /Zip: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: , ril/1V'06'0pI -i .e. (:vt9o1 --S Phone: MO 41 S 88q9 Street Address: I Z' t S1' - f' i. f City State /Zip: e�U �t t,�, ti va X S Fax #: ()2 S - 1 R Description of work to be done: New Co -hrt kl 1--fie, - tA,vt,4- Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* . ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) in Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: C, 1. q. ft. Dwelling sq. ft. Covered Deck(s) _ ,.R. sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: i 2S' sq. ft. Dwelling sq. ft Covered Deck(s) .25S sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *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 TU-WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project. Number: Permit Number: 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. • SFPERMIT.DOC 2/13/97 PLICANT: REQUEST :FOR PUBLIC WORKS : SITE /CIVIL PLAN:REVIEW OF THE FOLLOWING: • ° (Additional.reviews shall be determined by the. Public. Works Departmentj: ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: . Size(s): ❑ Flood Control Zone in Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: in Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public in Storm Drainage in Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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. Date application accepted: o Date application expires: Application taken by: (initials) JC PLEASE SIGN BACK OF APPLICATION FORM BUILDINGOW OR AUTHORIZED AGENT: Signature: ,"�rni' taii i (9 Date: ci/y / D 88 c' Cl/ZS) 2/0S" Print name: 00 ji'VLositAiLt. Address: 7-$3 _15 lave. . / . ' - ' Cit /State Zip: 4 z, ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS UST BE BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREOARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE I PY!( n UILDING OFFICIAL ➢ A �L SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). 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: ❑ El 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 m ust 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 /Oil /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 (i.e., 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 ". 'Bullaing Owner /Authorized Agent• if the applicant is other than the owner, registered architect/engineer, .or contractorlicensed by the State of .Washington .a notarized leiter 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 "4, • PV.S" ;',Iik* 174- :&***.4::*4! 14...kjic: 44 4r 4 it-/t A. A ir 'lc A. 74- '4i, IV * ic * * A :ir *-1. * 4-: ..% * 1k * 11: * 0 * iv 4,.* .* • c - ; .:::',: IL0 4 ::•:'-'" -• .:•-:::: ..: '•.,' ' '-'. ' "..'': 1. 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R,E : 3274 3 (.= Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001048 Address: 12225 47 AV S TUKW Suite No: Applicant: PEACHTREE DEVELOPMENT R020000236 LAW 1630 CHRISTOPHER BROOKS Payment Check 57801803 Current Pmts Amount Type Description BUILDING - RES FLOOD ZONE CONTROL INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE RECEIPT Method Description 000/322.100 000/322.400 402/342.400 412/342.400 000/342.400 000/345.830 000/345.830 000/386.904 401.388.104 401/388.102 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 6,112.21 Payment Date: Balance: 6,112.21 Account Code 941.11 50.00 20.00 15.00 30.00 30.00 10.00 4.50 4,761.60 60.00 15.00 150.00 25.00 Total: 6,112.21 D01 -288 APPROVED 09/06/2001 02/19/2002 03:27 PM $0.00 4050 02/21 1716 TOTAL 18435.35 Printed: 02 -19 -2002 6 J U; V O` W w ` w o: u_Q a _ 1-w Z �'' I- a Z F IE • W w': U 0 wUJ` O: Z : O Parcel No.: 0179001048 Permit Number: D01 -288 Address: 12225 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Applicant: PEACHTREE DEVELOPMENT Issue Date: 02/19/2002 Receipt No.: R020001227 Payment Amount: 47.00 Initials: SKS Payment Date: 08/22/2002 01:39 PM User ID: 1165 Balance: $8,733.60 Payee: CHRISTOPHER BROOKS TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 I (206) 431 -3670 Current Pmts Amount Payment. Cash 47.00 BUILDING INVESTIGATION RECEIPT Type Method Description Description Account Code 000/322.800 47.00 Total: 47.00 r . Printed: 08 -22 -2002 Parcel No.: 0179001048 Permit Number: DO1 -288 Address: 12225 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Applicant: PEACHTREE DEVELOPMENT Issue Date: 02/19/2002 Receipt No.: R020001243 Payment Amount: 47.00 Initials: KAS Payment Date: 08/26/2002 11:41 AM User ID: 1684 Balance: $8,733.60 Payee: CHRISTOPHER BROOKS TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount RECEIPT Type Method Description Payment Cash 47.00 ACCOUNT ITEM LIST: Current Pmts BUILDING INVESTIGATION Description Account Code 000/322.800 47.00 Total: 47.00 013/"2.6 . - . . Printed: 08 -26 -2002 Receipt No.: R020001259 TRANSACTION LIST: ACCOUNT ITEM LIST: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179001048 Address: 12225 47 AV S TUKW Suite No: Applicant:. PEACHTREE DEVELOPMENT Initials: SKS Payment Date: User ID: 1165 Balance: CHRISTOPHER BROOKS Current Pmts Amount BUILDING INVESTIGATION RECEIPT Method Description doc: Receipt Permit Number: D01 -288 Status: ISSUED Applied Date: 09/06/2001 Issue Date: 02/19/2002 Payment Amount: Payment Cash 47.00 Description Account Code 000/322.800 47.00 Total: 47.00 47.00 08/28/2002 12:45 PM $8,733.60 TOTAL. I AL. `.i 4 , 0 i Printed: 08-28 -2002 Project: e'°%44TA Q Type of Inspection: W IA IS Addres ( "WA-s iQ t k Date Called: a1 ) C I Special Instructions: IM(gq �� ' Date Wanted: i3/0.)) a.m. p.m. Requester:1 1 Lkilvi S o-'tc pro ! AE Phone No: 40-,c $ 4y99 a C El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1I. SI) I3(ot c- Q11/ El Corrections require U prior to approval. COMMENTS: O D10 1 ) s CAAE , Lit s c rc — 0 a cps' 1A 1 P SertUg9/C d1 << _Nep vi 7P� Inspector: (\ gate: $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: ('�.Yf.7tiv�dr �tt,a`a'�1 aw 4 ' u3 z U O, to 0 U) J im, wO u_. co 0 ' = d W ; z � z F: W w 0: w O H = W; U u. , z . o �. z.:: COMMENTS: ... Type of Inspection: 5 S I 01/0 l 'i 5 )( crAA.i3-1-0v. cd,-449-e, ( oNtAk.--,:t 1 G ' 1 wi,4 / S ( 9 scciAAreo .1 1-2-- 2 -7 i-i-7 il ilar9A). ta 1-1" v3(24, 4 diAc co 1,.K\A c di Houok v.).ea T-Q--r- IS iii&kivN - 0' &Loy is IC., Date Wanted: k t t i a.m. P.m. , . Project:6 i _ .. T42,e.)-eir IAse Type of Inspection: 5 S Address: I "7 2.- 1.‘ / Ilk c,A Date Called: III 7/0'5 Special Instructions: - A 1-6- kk---- Date Wanted: k t t i a.m. P.m. Requester: - ) .. ° Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. .„ •-•.- • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. El Corrections required prior to Inspector: (41 Date: I Z *"1 $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: Peac�Tree Type of Inspection: � Yenc h o ra l " Address: Ave. Dat called: 5-7 02 Special instructions: .i' . Date wanted: J — B—'OZ a p.m. Requester: C hris Phone: 335 , 153 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter Blvd, #100, Tukwila, WA 98188 Doi 2.3R PERMIT NO. .. (206)431 -3670 Approved per applicable codes. El Corrections required prioyto approval. COMMENTS: 57 c t" , �. 1Z1 7 • inspector: L 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: Date: 1, 1, .;i7.?.:t":ii. r..r.. "d ➢kii $ 5 :' 4 iic Wzo.iil4s..iS5+1 . 4;t1 iSJ:e.t., i.4 iY \':`'... Prod ( J7 - /f �+ T � isa Cu u fi Ad m Date Clip/ (.004 S ecial Instructions: Date Wad d: L� m. P. 7 ' r Request Phon 1 1;. , 4c — /3 °" NO INSPECTI N INSPECTION RECORD Retain a copy with permit �/U "V • I ` CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: L O / " 7'" G' owe El $47.0 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: j Date: 'ti•:'wi'vt:s.::... • .. W . .J U 00. W = 'CO u Ui 0' 2 cn . ?: d I- 0 , Z F— g 0. IH I-U H u_ � , O: ui z U I .0 Z Pr ct: �� /I T e of Inspection: c) s r (� 1 Ad�i o9, 7 4 ,S Dat 11 c ! 0 a .— Special Instructions: Dat nt t , /0Q ( n ) RequestecT- d r Phone plp;---. S/ 5 gv � INSP CTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 C orrections required prior to approval. COMMENTS: r Pr U'iou5 o _ y -rt) IAA C Inspect° r — 1 Date: Ct r 02 $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: !.:l.tu, " ark- rrliJ.c'ISFU „inW 5rri!�a}6lit;J1% Proje t: .4 Type of Inspection: r. e et?,4-ti.. • ,Ncldrest: ' __ S' Date CallecL, 9 __ _ a2 ,/a-R-5 Special Instructions: ... Date Wanted: 4.71. Q Requester: Phoqe ‘ 1 S )-- ' (?6' 62..• INSPECTION RECORD Retain a copy with permit INSPECTION NO. ; CITY OF TUKWILA BUILDING DIVISION • -• COMMENTS: rO\fC r)LLC \ V\ 4 , PG 3"1"■• rr or - A- .5 Pc4 10 • ■-\-k r1.c .3 hrr.)0 1 7 . )(74 te■ 1 r .( Approved pet applicable codes. Inspector: n` 206)431-3670 orrections required prior to approval. Date:. 0 2 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' z z —I C.) 00 CO o CO Ur 11.1 CO 'L i 0 g u_ < CO a I— W. Z a .Z 1—• —I— W UJ oI .2 p: 0 w Z' :0 (1) Pr • nn '7� Type I spection: //0a(( et A dress: A S ` - y ;4 .S. Date called: 3/115a Date wanted: "1 Sp I- ecial instructions: Reques er: , I b Phone: 4-J5) 31 J - S'(. cetr LI 2'0 3Ci/ —V • INSPECTION RECORD Retain a copy with permit INSPECTION NO. 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:, S ` Iv k ,SS PiA4r `` I P P tr t UI!' (i) 14-h t h " .© . cV -e fit r4 • . rlv' 661 s W t c, 4-P • • 1)64A0 YY� Ani S CIA l r\ 4 � 0IA /V1 S c V'' iS`�✓ v \0 cl r rW 4 rYr\ S �'�r • ,' to S k t Vev {j tc,; \• \ fr - o - P . .C:r€ ' Inspector ` \ 2......... 9.... 9 YY\ SS(NC1 1L1?,41p14. S Date: n ' El $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: uw.:.tLS ;:f.n ki:i f lik.q:zr:414: t:', ^Aig" �'r 1,� . S.— +st '2.tK � „....�. �1fi�.2f :M'ir. ~ w. u6D 00 W W. J H .. N LL, W0 0} J I_ W Z � Z 0.. U0 .O N W W; _ _ U Z! • W ? • • z. rig IMP GL - Ty of Inpec 3tio . ' — c�13 �y 1 "at. A dress: - , ..,15 -4A ..C. Date called / 111/6) Date wanted: ` . 1//C>1° I° p. Special instructions: Reque • . . / Phone:. )S, 313 _ g Li) d pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO (206)431 -3670 Corrections required prior to approval. COMMENTS: IA$ 7.00 REINSPECTI a I a N FEE REQUIRED. Pri n r • • ection, fee must be , paid t 6300 Southcenter a lvd., Suite 100. Call to schedule reinspection. R-ceipt No: O Date: ;� tires i.z.. rc� ��+ .�t... . -r�� :;J HV t:i.- ,ay,'? L SC• ss..t� .'�'r:.�_ i::i t i , , y .+0.a.' �:u�`i:,t --• - --- "• =t3a..'t�r.�.f` ."z:sY.S�Bra. `]�'+titS4�• ..0 Z : CL J U: UO co o w w: .(0 LL w O, J . Z d w • H I. Z _� I—O; Z uji U w II I! • — O� w u) P: H 0 Z Project /. 'lCG -./ / TOE Type of nspection: --.' 0- ! 4 Address: /22 S 7 S Date called: i' -26 Special instruction : /' ec ,,.. cx— cc / ,,[� Date wanted: lf`29 D-2 p.m. Requ r: , Pho 33.5--302/3- INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION . : 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,70/-z86' (206)431 -3670 Approved per applicable codes. OCorrections required prior to approval. $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: :COMMENTS: eyie...,/ , P,,, z; / kid /rl Qfj fry/ I► t.te/./ VA-7W e7..,•_.? /14) 1 Inspector: 9 Date: • i I W = ' IL W0 2 g J u_ a I I- W Z I..: Z Off w 0 cn . 0I- W W - _ 0 • • INSPECTION NO. CITY: OF TUKWILA BUILDING DIVISIO .6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. MMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 4,/ '7,, 4'/ (ys--r S Date: IDol -(988 • Project: / /t c • 7 Address: 7a 4/7 ,4-uso. Special Instructions: Type of Inspectiw t „ - •� Date Called: 8 &-02 Date �. Date Wanted: g-Y 7 _O gri Requestet: Phone No: 0106 3 .2Ic 14 Corrections required prior to approval. �. 17ra s' 4t- /1'.1 .e/77 4 L : ,.LEGAL $47.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 z i-Z 0 co W = N W; W O; Q' • : D. a H= ZF ZO D = p 0 • , O .0 = W! • O: O E. F= I O F- Z ' Project: .Q Typ n pection: .Y Adc e e 7 a � 5 _ Date cal I 2-c 2 Special instructions: Date wanted: ,. G am —' 'e p.m. Reque ta,7: + Phone: .33---9/53 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a0:Sc10.''iAN• L'14. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 ;Approved per applicable codes. Corrections required prior to approval. COMMENTS: f .�� • 47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: H w ( U ' UO to 0 W =, W0 I- W. Z �' Z H, U ' 0I- . 111 I -- - I . LL z ' o z Project;, . / /fr.e-C'eC:Xt/e4.&" Type of rtion: „leht e/f 7 ke 4 /1 41 7 Address: ' 9? /9 S Date Called: Special Instructions: . . Date Wanted: a.m. Requester:, . e4geS Phone No: ° 3,l5.5 -"INSPECTION RECORD Retain a copy with permit, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 OMMENTS: -• I (206)431-3670 Approved per applicable codes. 'Corrections required prior to approval. $47.00 REINSPECTION FEE EQUIRED. Prior to insi9 fee must be aid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: „ , , 'fb;*44,1AV.64?.3.44,..44,4;41r:it.1:04.14. Project:-' J Type of Inspection: • ....1 L.c.6 Address: 42 X/.7 5 Date called: Special instructions: , . . . .. Date wanted: (. a.m.) F. Requester: , ,....../7`7,-i-A-L- Phone: (�"c) —1" 9/.."3 7. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 Inspector: b,01- 760 ERMIT NO. (206)431-3670 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: yvi yte r6 0 c vas i\11.9 Date: 16_ $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: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ;Approved,per applicable codes. INSPECTION RECORD Retain a copy with permit .:: .., � ..., ; ;zs .:.�.r.:..G;: «;,: =':;ir PERMIT NO. (206)431-3670 pedal instructions: Typ of Ins ection: : P one: se). Corrections required prior:to approva COMMENTS: Nato Z • A ■te- Sle � - T01 tltA Gl . l iv4Afi V• %Or 4n42 ,v‘ vA , tp 1/0 � f )a r 0 Lv 4 r e VYN t 1 5 0" i re n t rnvPA (Ockv\S PP Inspector: Date: Li $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: n { {:�w:•'••�:ia'�t r ::•i ��1 {Z, » ; 41 i%�' x i• ;• v jx:k:l1'k ` i..'arai:d h y:14Uitn';ii" z w U O' :0 W =' J � W O . g a. In 3 H- Z I• ;D p 0 I': .U1 ux U. I--. O ; Z U O ; z Project' . ,e, Type of Inspection: � c Address: AA-42e '/ 7 at) . S Date called: '.. /?' Special instructions: Date wanted: J ..2v --drZ a.m. p.m. Req sterf / 1� -Q Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: \gi G1v'c r).prw\14 S h I� 4 b1 -e Date: 3 0 0 $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: .bo /- . 2ei- PERMIT NO. (206)431 -3670 tau °t1.aa9 i ?1'r+f wl a:' s3aYV i.t� i INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Special instructions: Ty e of Inspection: .S / 4 • ( - 4 ': Date called: Date wanted: a:m) p .m.. Requester• • • •% ,fit- Phone: Corrections required prior to approval:,; COMMENTS: t . l 0 r pector: 11 $47.00 REINSPEC at 6300 Southcen Receipt No: ivy c2 Date: ION FEE REQUII ED. Prior to inspection, fee must be paid r Blvd., Suite 100. CaII to schedule reinspection. Date: PERMIT NO. (206)431-3670 . t t a 4:1 ;6 mss: xc „a w?t G ��c =i m ttiiai'Cn k7 1.;;`FO.n(i "atitg'tic': 3t°il(fv3r? 1PF 'sCy �: e tT >w'o`ihlk 1'1 v �.`.�tiie �75l t i5 . + "r re -i • UO W I W W • } O: J. u. • D; Z � I— O; Z H` U 0 iO D- 0 2 W U- 17 6' O .. z U N O Z Projec ��, ' . Tyke of Inspection • .— ?L2 �-'"', , Addres §r: : ECG . ;� :5' y7 Date called: . -- :.24 ---e..2.. Special instructions: Date wanted: .oe- ,)7-4, (a.m) p.m. Requester Phone: INSPECTION RECORD Retain copy with permit INSPECTION NO. CITY OF TUKWILA BUILDL.NG',DIVISION 6300 Southcenser ;Blvd,: #10'0°Tukwila, WA 98188 Approved per applicable codes. PERMIT . Na . : (206)431 -3670 Corrections required prior to approval. COMMENTS: _ YY1 rV' VOOv c 4 I Qv La Ifs z (3/14A..e-r ,— Dater 0 2 $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: itaAisaSfa .W.AAVWspr} 2?; l i�_: 1 e4MAUgettiC ) E44frAUTP_ :AM ied 00: coo:• cow: . -J W O" Z C'J'. • : _. • Z 1-': Z H: In a W w � -O . Z. • o ~ Pr€4 t: '00-141-4C Type of Ieco: A dress: (- 1 -7. A - Date called: si -- A as. pecial instructions: . , - c , . Date wanted: ( ...----- a.m„ P.m. Requeste Ph.o.e. : + ; Approved per applicable codes. ; •;• 77;..r.T.; INSPECTION RtCORD Retain a copy with permit INSPECTION O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DO/-.2cf& (206)431-3670 COMMENTS: onn ktr 0014 irnA 064 \AC 5 Inspector. Date: 2-20- 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: , • . n Corrections required prior to approval.: . + fl • •+;.".'. " , wilartztvuz • , , .0 t .1 I +1. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Dor ra PERMIT NO. (206)431 -3670 P rpjec� t: c � ddress penal instructions: Type of lnspecti n: Date called: - x 0510 Date wanted: a. ' ( / T( 42 , Requeste a , :(70 ppro■ed per applicable codes. KCorrections required prior to approval. COMMENTS: • ref a p \r•A vt S a, v‘ c\ 0 V\ ns c4-ors \J SP • C`�`Y'"tvti n Qtr ? \jry '( o_ 4rc)v\ r tar fr $ sr V nvt Inspector � Date: 2 19 0 2 J $47.00 REINSPECTION FEE REQUIRED. Pr to i nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: $I t+! X(. FQ ' M�' �l'+ �J! r• YC' iA? i. �. �:...¢" in' S�; �ftb ' "..a ai:�WS.:i�:arr.,ii.� � �Yft.. S4, n,.. e:,.. �.'—. e' .�i`?'J`.�},•7�.`�.ai::L:r•.r:. a�2LY't'h%w::,iS��d -, x:Ny�.'tiE:.:.?r.4r.�u H z 6 J Os 0 t co 0 W ' W =. .J I- w q J LL _ � W I— O Z 1--' g w 3 CI O O 0 H LL! u i til Z = ; O F z Revision No. I Date ! Received 1 Staff Initials Date Issued Staff Initials I 1 I Summary of Revision: Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date Issued I Staff Initials 1 I 1 Summary of Revision: • • Received By: . Revision No. Date Received Staff Initials Date I Issued Staff Initials I 1 I 1 Summary of Revision: • Received By: . 7 PROJECT NMI E: 7''4C# cbaliez. p� ?6wrr Site Address: h24,.7 y7 r ` 4 S - -- Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials SAS PERM ,FJ0: Z o 1-288 Original Issue Date: Issued d/e.e.ee Received By: Date Received Staff Initials Received By: Date Issued (please prim) (please print) (please prim) (please prim) (please print) - Staff Initials Staff Initials M-, HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -288 PROJECT NAME: Peachtree — Lot 35 DATE: 6 - 11 - 02 SITE ADDRESS: 12225 47 Avenue South Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division PublA)(Vgrks nia. Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [' Incomplete ❑ REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY DUE DATE: 6-13 -02 DUE DATE: 7-11 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS. MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CTIVITY NUMBER: 001 -288 PROJECT NAME: PEACHTREE SITE ADDRESS: 12225 47 AVENUE SOUTH _ Original Plan Submittal DATE: 01 -03 -02 Response to Incomplete Letter # K X Response to Correction Letter # 2 Revision # After Permit Is. Issued DEPARTMENTS: t ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Comments: APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions F Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions I I PERMIT COORD COPY Planning Division Permit Coordinator >t DUE DATE: 01-08-02 Not Applicable No further Review Required I DATE: DUE DATE 02 -05 -02 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE k(•... `.•u: ;S: : i;i >vS ku:ii" ti .ti 'iii k'a�as` ` 444.100. ffa f I k #�k 6 A (ge DEPARTMENTS: Bujlding Division d Iti�ta -'1 Public ^ Works I c rl Awc. \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -288 DATE: 11 -9 -01 PROJECT NAME: PEACHTREE DEVELOPMENT - LOT #35 SITE ADDRESS: 12225 47 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter Fire Prevention Structural Complete Incomplete n Comments: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions ._Revision #_ n .After Permit Is Issued Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1-1 3-01 Not Applicable n TUES /THURS ROUTING: -74 Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 12 -11 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -288 PROJECT NAME: Peachtree Development SITE ADDRESS: 12225 47 Av S Original Plan Submittal Response to Correction Letter # Revision # DATE: 9 -6 -01 SUITE # Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: B ivi5- al PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Public UAW (iiUU//II E L I Fire Prevention 14- Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: _ 60 P f� 131' 4 1 II Latt0 /P CORRECTION DETERMINATION: Approved ri REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Structural Review Required Approved with Conditions Approved with Conditions /0-22.01 V 'f Planning D ivision Permit Coordinator DUE DATE: 9-1 1-01 Not Applicable No further Review Required DUE DATE 10 -4 -01 Comments: DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ,)kAne_ 11 ..,CO 2 Plan Check/Permit Number: DOI - 268 Loo 3S ❑ Response to Incomplete Letter # i)c( Response to Correction Letter # Revision # / after Permit is Issued Project Name: � c a c . k f v t - v Project Address: 1 -22 '-I -f-l., - Ave tA14 G} ?l Contact Person: C k vLSk k.2,/ r Ovc.90 ICS Phone Number: 261'. 335. (-1 I S 3 Summary of Revision: Mad Cov'vt l o - } - o rvv► rlv ' a•cco w1 ociode- excess 4 9 G - l C A . v t,ch 64+ 4/0 OA Ott; iv p Lt 7 / a3 � nZ jj Received at the City of Tukwila Permit Center by: P Entered in Sierra on RECCIVCD CITY OF TUKWILA JUi:1 1 1 2002 TER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 .II�a. �rna:J.i: •'J�S:tl'xd;L •.;.+WS4 +A?. �d,'.- 1•1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fir, etc. Date: 112101 Plan Check/Permit Number: DO 1-287, 2 8B 2J ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Peachtree Project Address: 12223 47 Av S Contact Person: 0,14 ✓I,Sf'1p64 Dy'bk.S Phone Number: 200•715 Summary of Revision: gevLsed -i cvetmIL eistisc Cohn -frac/ , n L/ stab elf) o vciaja -Lrunitc4 CITY of TUKWILA JAN 0 ' 'f i 11'7 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: j Entered in Sierra on A-12- 12/20/01 :v x Wk J U ; U O' co°. w= Jj W • I: •Z F- 0 Z U UI ` .,0 N; lo w w '. ; • OO .. z ` . U) 0 ~;. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ` q 6 O Response to Incomplete Letter # I --Response to Correction Letter # / O 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 Entered in Sierra on Plan Check /Permit Number: JO1 • 2ics b Project Name: Peacilli.c. e' 19 W C'4 Project Address: 12 .2. is- y -frh Ave. SD • Contact PersonC4 44d f �j 1O•• Phone Number: • Summary of Revision: ( 7 & t.i'. sa). f3/• C �, f - ( c'4t_- RECE%VED cm/ OF I UKWILA NOV -9 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %�'C�t. 08/30/00 n�re�rrw+ �c�savipwrw +wwrwrrmwre:W,a�awunatwu wewwo-+i..r.vmaa . ahnw mo w ' 6 J 0; o)w W I' s ' I— 00 u. w 0 '. 2 g J: LL. co p = d : I— w Z I— O Z WW 2 0 'O co p 1- '. H 1110 z : U w' P 2 0~ Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L l q D/ Plan Check/Permit Number: D61 - 2 p' Y/ ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: PeCi[,Ii1 �j/C G be/l/ Lgpc wcePf Project Address: / 2 2- 25 11.14' i G `-�� LD f ' 3��j Contact Person: C L4 vl.S h e4.- 7 vao IC S Phone Number: 20& . /S . R297 Summary of Revision: e v p14,6Lkc. (-dot. ics 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 C C 4 V14 e44- Lf.yeA.. SKS CIT OF TUKwu q NOV - 9 2001 RMirCENTER 08/30/00 Z ` rx 0 Uo. CO , J 1-, CO IL ui O, u_< = d .. F- _ Z F- O' . Z 1- 2 Di np N. o w uj ~ H LL. w z. U = . O z FROM : R HORN ASSOCIATES )rtz-‘.. •./T" Pe."4 PHONE NO. : 253 631 5353 JUN. 06 2002 09:55AM P2 - veregfIlECLU.66. FILE COPY I understand that the (.ese L-.4)..r..s . 3 ‘. s( . b,‘.4.-c-N.47-c).-43 -•..1 P■1 cx r Aa,4-2, .0s4R,o. 1 . sy' za, v1/4 Cpo .112. 2.4 14- . Wcct ev-rmIN b) = 1-1-0 Qc2-6. pyht r.. 49.0 f-2-5S 3c15 = 1OAS 1•SX„ .6cv 'You (s • t ( . "12z-71/43c-- +4) c Go y C ) ( 4, VI C. DrVP k 1 3 RECEIVED CITY OF TUKWILA JUN 1 1 2002 PERMIT CENTER R. HORN AS SOCIATES KENT, WA 98064-5102 PHONE/FAX (253) 631-5353 25954 130Th PLACE S.E. P.O. BOX 5102 1)0 I -288 rrnr•+ : c. -i lorf d A''.00ci err FIGURE 3.5.11 100 -YEAR 24•HOUR ISOPLUVIALS 100 - YEAR 24 -HOUR PRECIPITATION 3.4 ----- ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES O 1 2 3 4 S 6 7 8 Mies 1: 301 %000 ruoI r un _ e2 G-{+ Tull_ nn_pc'10.2 Girl! =au 1190 r 0 0 0 00,5V Id - r 0 V 0 r 147 y1 16' 1 1 I - r 's ki) r ANL) tiV VIAL II V rt. ' •- . • v . .. • • •- _ 1... r_ (3 pB 1 n� / / / / / /// PROPOSED PLAN 1254A/1 MIN. FF EL. =1 .4 ///y//// 11JF-+ ;a •-n0a ni.s•rz-n, 11111.• MINN 100.00' S 9' 17' 24" E PROPOSED � PLAN 1254A/1 - / MIN, FF .EL. =11.4 54' 1 M MO G _ BUILDING SETBACK LINE, TYP. SS /////// GARAGE //// 100100 r9' 17' 24" E 1�i2t•1Y w T,eEIVCH D,eht-/N St-799“. BE 100.00' S 9' 17' 24 "E i 8.5' w t 8.5' u /Ns 7D PR4VNr Rasa -c4cF w eiv - Tfie6,97e.4.1 ISS 10' 5 • 30' V11 r \./• • •• • • M M •e ° 10 • DRIVEWAY ' : o • a • j s M • • 4 - - ° 1 LOT 36 10.57'± • • & . a • • • " O'' • DRIVEWAY ° ° • d LOT 35 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 11 a e - 0 3 2 T D N O 0 D m • 0 0 m z z •: FROM : R HORN ASSOCIATES dik ikr-vh-F-- p pe- - T - ta e %.6.z c-k‘Zewa. Fl" 41•' (Ix) C Ve2. La> e . PHONE NO. : 253 631 5353 JUN. 06 2002 09:56AM P5 L 3S Oa ,— 4 n Pe ep — ."--1 I/ k-1 LG•vc=2*(— 4 s ' P K • c. • IN= 4 V *. 41( -r-t• WaLS CD 1 00S -MWA ti a b.) N•t., c•A. 4 f ' 4- These plans have been reviewed by the Public Works Department for conformance with current City standards. •Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility . for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these • drawings after this date will void this acceptance and will require a resubmittal of revised drawings _ for subsequent approval. • Final acceptance is subject to field inspectioa the Public Works utilities inspector FROM : R HORN ASSOCIATES DALE E. SNYDER CERTIFIED PROFESSIONAL SOIL SCIENTIST Mr. Ralph J. Horn, PE P.O. Box 5102 Kent, WA 98064 -5102 Dear Mr. Horn: PHONE NO. : 253 631 5353 JUN. 06 2002 09:57AM P6 31 May 2002 Per your verbal request and authorization, I have examined soils at the proposed infiltration sites on Lots 34, 35, 36 with addresses of 12227, 12225 and 12223 respectively in the Allentown Addition of Tukwila, Washington. The purpose of the investigation was to determine soil infiltration and permeability rates at each of the sites. Standard visual - manual pedological techniques were employed. An enclosed sketch of the sites is enclosed, showing the approximate Location at which each examination was made. Following are my findings and recommendations. 1. 0 - 30 inches, silt loam 30 - 55 inches, grayish silt loam with three thin Lenses of loamy fine sand. Permeability of the silt loam is 0.4 to 0.8 in. /hr. Permeability of the loamy fine sand lenses is 2.0 to 3.5 in. /hr. 2. 0 - 8 inches, very dark grayish brown silt loam. 8 - 34 inches, grayish silt loam with numerous reddish redox concentrations. Permeability is 0.4 to 0.8 in. /hr. 34 - 36 inches, gray loamy fine sand. Permeability of this layer is 2.0 to 3.5 in. /hr. 36 - 48 inches, grayish silt loam with numerous reddish redox concentrations. Permeability of this layer is 0.4 to 0.8 in. /hr. 48 - 55 inches, gray fine sand and sand. Permeability of this layer is 6.0 to 10.0 in. /hr. 3. 0 - 8 inches, dark grayish brown silt loam 8 - 33 inches, grayish silt loam. Permeability is 0.4 to 0.8 in. /hr. 33 - 64 inches, grayish silt loam with three thin lenses of loamy fine sand. Permeability of the silt loam is 0.4 to 0.8 in. /hr. Permeability of the loamy fine sand Ienses is 2.0 to 3.5 in. /hr. 2205 226th Place NE Sammaznish, WA 980744033 425- 868 -6107 nnas3 @attbi.com ,; .:,c.. ... ....: :i ¢v:i �WUI'.'« fi�v. +tr+a'�z:r'A:%u k.:•��'e�:v. +;ia "ii7 X4'i4isi'J.4{��. *Qt , :ettt ANM Yxr.)tMwxx4. 0 FROM : R HORN ASSOCIATES Horn - page 2 Difference in soil layering were observed from one site to the next. Please understand that soils formed in fluvial sediments may differ significantly from one another within relatively short distances. My sense is that the initial infiltration trenches have too little capacity for infiltrating the water from each of the planned buildings, in view of the relatively slow permeability rate of the soils at the sites. The surface area of the bottom of each trench should be large enough to accommodate the anticipated quantity of inflowing water. More bottom surface area may be required in each trench. As an alternative to increasing the surface area of the bottom of each trench, and /or in combination with that procedure, about six bore holes may be extended from the bottom of the trenches, to a depth of about 6 feet below the present ground surface. The borings, about 6 inches in diameter, would be backfilled with washed pea gravel, covered with the crushed rock presently in . place, all topped with a protective filter fabric, placed very carefully. This would take advantage of the more rapid permeability of the sandy lenses in each of the soils. Please let me know if you require additional information. Sincerely, Dale E. Snyder, C PSSc • 2205 226TH Place NE PHONE NO. : 253 631 5353 JUN. 06 2002 09:57AM P7 Sanimamish, WA 98074-4033 nnas3Qattbi.com (425) 868 -6107 N FROM : R HORN ASSOCIATES House, Lot 34; 12227 47th Ave. S. House, Lot 35; 1222547thAve.S. PHONE NO. : 253 631 5353 JUN. 06 2002 09:58AM P8 These plans have been reviewed by the Public 110115; Works Departmen : for conformance with current Lot36, Ave. Scit standards. Aceeptance is subject to errors and omissions which do not authorize violations of ,�in�rel z *'ndards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubfnittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B 7 /Z3 /az Site Sketch, not to scale of lots and locations of soil examination sites; At 12293 —1227 47th Ave. S., Tukwila, WA. Dale E. Snyder, CPSSc Sammamish, WA 98074 -4033 425- 868 -6107 31 May 2002 . 190 *VILA Materials: (M New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and scopes are less than 15%. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Coven 12' Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors •Anchor for >20% Cr L i /-• Plugged Clean Out (Total 90' requires Clean Out) Long Sweep Plugged Bend Clean Out t /) 4' Sewer Pipe Clean Out 6' Plug PROPERTY LINE 10' Min. �— Solt Plpe Adapter (Remove or Fill Existing Septic Tank) 6' SEWER PIPE INSPECTION TEE AT CITY R/W UNE STREET Use Saddle for Existing Main. Show Address on / Plan. 523 BIRCH ST. City of Tukwila • a 8' or LARGER MAIN SEVER Sanitary Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail 18 18' Min. i Cover unless extended to Grade. DATE: 11/22/96 CITY R/W UNE SANITARY SIDE SEWER Not to ., SS-1 wa rNIIMMrr•10■4• ' Y +; r�:•} • ;: 1.: f'' i�= �"•' 2�.: ii: �:... n1^:.+ �.r; c3 i14�. i:�:ir t4w�n r:: askGtbrlS ¢ 4 ea .�e'�a e`iLVI. {iafi3iA�tk:�f„P lea.+��v� +dS,A� Ssti .'SR�,"*�. , �� NOV 01 '01 12: 17PM TUKW'° - "1 DCD /PW PERMIT NO, PROJECT NAME: DATE: WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm 0 0.25 inches water gauge for kitchen exhaust fans. o Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. o Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. o AU exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I,A,Q. __Section Section Section 303.4.3 Section 303,4.4 Indicate on plans a proposed system to be used. • (Refer to attached code sections, select one, and list here: 303 C4 CORRECTION LTR #_'__ P.2 1 1:0oA-z88 k:'= s` D'i,:im t , W 7ivi EV.4145Pi >3r'W ' NOV 01 '01 12:17PM TUKW DCD /PW 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation shall be provided by a system that meets the requirements of either Section 303.4.1, 303.4,2, 303.4.3, or 303.4.4, A system which meets all of the requiremenu of one of these Sections shall be deemed to satisfy the requirements for a whole house ventilation system. _303 Intermittent ,Whole.BouseVentilation Using Exhaust Fans: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0,25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sonc rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995), Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material, 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control, The 24 -hour timer shall be readily accessible, The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy- consuming appliances, At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day. A label shall be affixed to tho control that reads "Whole House Ventilation (see operating instructions)." 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Effective 7/01/01 303,4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors. installation of grilles, transoms, or similar means where permitted by the Uniform Building Code, Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a, Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c, Provide not less than 4 square inches of net free area of opening for each habitable space, Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Plow Test Standard (11V1 901 [November 19961) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material, Outdoor air inlets shall be . located so u not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable .vapors. c. A hazardous or unsanitary location. d.' A room or space having any fuel- burning appliances therein. e, Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 foal above the air inlet. f. Attic, crawl spaces, or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inleu if the home has a ducted forced air heating system that communicates with all habitable rooms and the interior doors are undercut to a minimum of 1 i5 - inch above the surface of the finish floor covering. CORRECTION P.3 Washington State Ventilation And Indoor Air Quality Code 9 1 Floor Area, ftl Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Bedrooms Maximum Elbows' 50 4 inch 2 or less 3 4 S 6 7 8/ 5 inch Min, Max. Min, Max. Min. Max. Min. Max. Min. Max. Mw. Max. Mies. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 C1317 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 Faa Tested CFM 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 inch ■ 70 3 50 5 inch 90 5 inch 100 3 50 6 inch No Limit 6 inch No Limit 3 BO 4 inch NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch _ 90 6 inch No Limit , 3 100 5 inch NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch _ 15 6 inch No Limit 3 125 . 7 inch 70 7 inch No Limit 3 Intermittently operating Bathrooms Kitchens 50 cfm 100 c(m Continuous operation 20 cfm 25 cfm NOV 01 '01 12:19PM TUKU -A DCD /PW Effective 7/01/01 TABLE 3.1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS" Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. CO RRECTIO N R# P. 7 Washington State Ventilation And Indoor Air Quality Code *For residences that exceed 8 bedroom, increase the minimum requirement listed for 8 bedroom by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. 13 *101.0t04% .. 'tN!?HH' �r}4RM�iY ttiG Required Flow (CFM). Per Table 3.2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum Length' Maximum Number of E1bows 50 - 80 6" 7" 20' 3 80 - 125 7" 8" 20' 3 115. 175 8" 10" 20' 3 170 - 240 9" 11" 20' 3 Supply Pan Tested CFM at 0.40" WC Specified Volume from Table 3.2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50 — 90 CFM 4 inch S inch 90 -150 CFM 5 inch 6 inch 150 - 250 CFM 6 inch 7 inch 250 - 400 CFM 7 inch 8 inch Effective 7/01/01 '01 12:20PM TUKW DCD /PW TABLE 3.S PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 1. For length over 20 feet increase duct diameter l inch. 2.. For elbows num more than 3 increase duct diameter 1 inch. TABLE 3.6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING CORRECTION P . (3 Washington State Ventilation And Indoor Air Quality Code 17 84. MAP AND PANEL 85. SUFFIX 86. FIRM INDEX 87. FIRM PANEL 88. FLOOD - B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth offloading) 53o 5,9 G 0000 x/2. 8 9 . 1 I /8 /9 9 X 0, q' i 1 BUILDING OWNER'S NAME BUILDING STREET ADDRESS (Including Apt., Unit, i e; an •►or - • • . ' • . � R-P. R © NO __ ___ 12225 Y7 tk Ave. S, CITY Tu k W PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 35 Brock 6 0-P i41/evi -f-ow t Addi 7 1- invt fo 1* Cci of Seal - He- BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments a ea, if necessary.) R.e +ial . LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ( 'GPS (Type): S*a 1-ta 1_1 NAD 1927 1_I NAD 1983 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER C Tl4ku/i(a. 530041 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile L_( FIRM � Community Determined L_L Other (Describe): 811. Indicate the elevation datum used for the BFE in 89: NGVD 1929 L —L NAVD 1988 L_( Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes No Designation Date: C1. Building elevations are based on: ( Drawings` _(Building Under Construction' j_1Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? L —L Yes (_( No ❑ a) Top of bottom floor (includir; bccement enclos':rA? . ft.(m) ' U b) I op of next higher floor ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) . ft.(m) o O d) Attached garage (top of slab) ft.(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) ft.(m) z cn ❑ g) Highest adjacent (finished) grade (HAG) ft (m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade TITLE ❑ i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) ADDRESS SIGNATURE FFAAA Fnrm R1_31 .11 11 nn FEDERr,L EMERGENCY MANAGEMENT AGENC NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7, ' SECTION A - PROPERTY OWNER INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. COUNTY NAME K.) ►�q SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION COMPANY NAME CITY DATE SPP RF \/FPSP CIIIF Ff P nnNTINl IATIr1N TELEPHONE O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use : =;:. Policy Number.: 83. STATE wA mpany. NAIC Number ZIP CODE ` 3!7$ USGS Quad Map L_( Other. This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER STATE ZIP CODE RFPI A(FC AI 1 PRF\ /ICI IC FIIITIIINC 5 :: ��.::- tiS„ r: �w,: �ri+ 5a":. 4 'W6!= .Z;i',i'I::`rir»'- fa:'r {`'w:�!SA $ft• IMPORTANT: In these spaces, copy the c... , esponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE ZIP CODE Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS U Check here if. attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)• E2. The top of the bottom floor (including basement or enclosure) of the building is 1—I —I ft.(m) I I Iin.(cm) I —I above or I I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I —I_I ft.(m) I__I_Iin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ( —I Yes I_( No 1 -1 Unknown. The focal official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h.arid C3.i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I -I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I —I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. I —) The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G7. This permit has been issued for I —I New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FFMA Fria, R1 -31 .1111 nn SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) „�', lr:, ill , , ;: ?u'�ili�:`. ?.; i;,c.ii�f�: ;?ti%siNl:; it ); .E'e: W-11, rt. TITLE DATE For.tnsuran.ce. Company Use: Policy Number.' • <: ; ; • •1 Company.NA Number. I_I Check here if attachments G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED TELEPHONE ft.(m) Datum: ft.(m) Datum: I—I Check here if attachments RFPI ar.FC AI 1 PRF \ /Ir11 i. Fr)ITIf1N. rlEb� to""{yprrr,r1 City of Tukwila City Clerk' Office 6200 Southcenter Blvd. Tukwila, WA 98188 206 -433 -1800 Document Titles: Ease A9reevnevt+ Reference Number(s) of related documents Grantor(s) (Last, First, Middle Initial) Grantee(s) (Last, First, Middle Initial) Assessor's Property Tax Parcel /Account Number Additional Reference #'s on page Additional Reference #'s on page Additional Reference #'s on page Legal Description (abbreviated form: ie., lot, block, plat or section, township, range. quarter /quarter Additional Reference #'s on page Additional Reference #'s on page Easement Agreement This Agreement is entered into as of the day of , 200 by and between (Grantor), and (Grantee). 1. Recitals. 1.1 The Grantor is the owner(s) of that certain real property legally 'described as LOT 34, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832, ( "Servient Property"). 1.2 The Grantee is the owner(s) of that certain real property legally described as LOT 35, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. 1.3 This Agreement sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. Grant of Easement. In consideration of the mutual covenants herein contained and for valuable consideration, receipt and sufficiency of which is acknowledged, the parties hereto hereby agree as follows: 2.1 The Grantor(s) grant(s) and convey(s) to the Grantee(s), its heirs, representatives, successors and assigns, a non - exclusive easement in, over, across and under the easterly ten (10) feet of the Servient Property as shown on Exhibit "A" attached hereto and incorporated herein by this reference ( "Easement ") for the purpose of maintaining the private sanitary side -sewer line and associated appurtenances; together with the right of ingress, egress for access to construct, repair and maintain the same; and together with the right to keep the line free of obstructions that may interfere with the proper operation and maintenance of the same. 2.2 Grantor and Grantee, and any successors in interest to Grantor and Grantee, including without limitation heirs, successors and assigns, shall equally and jointly share responsibility for all costs of installation, repair, maintenance, and upkeep of the private sanitary side -sewer lines and appurtenances within the Easement area and of that portion of the Servient Property which they affect. - 2.3 Grantee, its heirs, successors and assigns, hereby covenant to: 2.3.1 keep the Grantor's premises free of any liens related to the Grantee's use of the_ Easement; 2.3.2 indemnify and hold harmless Grantor and Grantor's property from all expenses, damages, losses or claims thereof arising out of or in any way connected to the Grantee's use of the Easement; 2.3.3 keep any part of the Servient Property affected by Grantee's use of the Easement in good condition and repair; 2.3.4 not to remove or demolish the Servient Property or any part thereof; 2.3.5 complete and restore properly and in good and workmanlike manner any part of the Servient Property, which may be damaged or destroyed by means of Grantee's use of this Easement; 2.3.6 comply with and not suffer violations of all laws; ordinances; regulations; and standards; 2.3.7 not commit or permit waste of the Servient Property. ht"c�pf iij• }:.M'Lh[i4? . . w .acr 3. Purpose of Easement. The Grantee shall be entitled to use the Easement for access to construct, repair and maintain the sanitary side -sewer line that services the Grantee's property and passes under and across the Servient Property by way of the Easement. 4. General Provisions. 4.1 Binding Effect. This Agreement shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by , through or under the parties hereto. The Easemert..^r" ited shall be appurtenant, shall touch . and concern the real Servient Property described herein, and shall run with the land. 4.2 Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this Agreement shall be exclusively in the state and federal courts of King County, Washington. 4.3 Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this Agreement arising out of or pertaining to this Agreement or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceedings "), and any appeals and collateral actions relative to such a suit or Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such suit or Proceeding from the non - prevailing party, in addition to such other relief as may be awarded. 4.4 Entire Agreement. This Agreement contains the entire agreement between the parties with respect to this matter. It may not be modified except in writing signed by both parties. 4.5 Waiver. The waiver by a party of a breach of any provision of this Agreement by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. 4.6 Severability. If for any reason any portion of this Agreement shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this Agreement and the remaining portions of this Agreement shall remain in full force and effect. 4.7 Notices., Any notice required or desired to be given under this Agreement shall be deemed given if in writing delivered to the party, or sent by certified mail to the address listed below for that party: Grantor: Grantee: Dated this GRANTOR: GRANTEE: day of , 20_ c +.'k5'u:∎u .�e'f,..ti',: AMsi�x:tK�f.�� rMS�..ew;:71� : 1�tvi�:: Fiwx�xx •t�.' tv: v r; ...;.r.. ;:: i., •r.,, x i': STATE OF WASHINGTON COUNTY OF KING I certify that I known or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a free and voluntary act for the uses and purposes mentioned in the instrument. DATED: STATE OF WASHINGTON COUNTY OF KING ) SS NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: I certify that I known or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged it to be a gree and voluntary act for the uses and purposes mentioned in the instrument. DATED: NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: 4 xI A LOT 35 TO LOT 35 100.00' _ S 9' 17_ " E CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE LINE AT WATER /SEWER CROSSING. 4" SIDE SEWER LOT 34 EXHIBIT 10' PRIVATE SIDE SEWER EASEMENT 6" CLEAN —OUT 6" 45' BEND 6" X 4" REDUCER 4" SIDE SEWER TO LOT 34 ss 6" CLEAN OUT 100.00' S 9' 17' 24 6" WYE N.T.S. cn R/W 6" X 4" REDUCER PRIVATE SIDE SEWER EASEMENT PLAN 3/4" WATER METER REMOVE STUB CAP AND INSTALL 6" TEST TEE EXISTING 6" PVC SEWER STUB ciECEIVED CITY OF TUKWILA NOV 0 a ?n0 PERMIT 4kw I en June 3, 2003 Toni Morelli 1728 157th Avenue NE Bellevue, WA 98008 RE: Permit Application No. D01 -288 12225 47th Avenue S Dear Permit Holder: City of Tuk,vila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension ua to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D01 -288 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 :... ...;e :F.c'c %rtT._:d:3iw?e� >. i SEP 05 '02 13:58 FR IMPORTS COSTCO 9/5/02 To: Stephania / Bob Benedicto Fr: Toni Morelli Please see the attached letter confirming JL Homes as the new contractor. My office: 425-313 My cell: 425 - 351 -8599 Thank you, Toni Morelli 425 313 6041 TO 92064313665 P.01/02 r I need to have my name as the primary signer for the permits, as I need to act today, rather than tomorrow or Monday (my contractor, J1.. Homes, cannot come to your office until Monday). I cannot afford to waste another day. I am requesting copies of the permits, permit cards, plans, and everything necessary for the following projects: D01287 D01289 I need to pick those up those copies today and schedule an inspection for Friday for the following: D01287, shear walls & roofing DOI 288, shear walls & roofing DO1289, shear walls & roofing 'Can someone please call me to confirm that I can come pick up the copies of everything and also schedule the above inspections for tomorrow? 2 prs yob- Y31-366r CITY OF TUKWILA SEP 0 5 2002 PERMIT CENTER SEP 05 '02 13:58 FR IMP( S COSTCO 9/3/02 425 313 6041 TO 9 "4313665 P.02/02 0 j To: City of Tukwila / Dept. of Labor & Industries Fr: Toni Morelli RE: New construction properties 12223, 12225, & 12227 47th Ave S Tukwila, Wa 98178 Hello Rich, As we discussed on the phone, I have fired Peach Tree Development as my contractor for the 3 homes above. Peachtree is no longer my contractor, and I have hired JL Homes as my new contractor. The building permits are in my name, and work must resume immediately! Please lift the stop work order on the above mentioned properties Thank You for your urgent help in this matter. Sincerely, Toni Morelli 1420 Jr T�'•� SEp o 5 ? pF ww TrIrr i Dr"-c n^ . Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA 98188 Phone: (206)431 -3670 Fax: (206)431 -3665 ax To: Tom Cleary From: Dave Larson Pages: City of Tukwila Date: October 3, 2002 CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Here are the permits, contractor licenses and a memo from Toni Morelli regarding the three Peachtree projects in Tukwila. Please call me if you have any questions. 206/431 -3670 p-Z C S 21 2 W Di JU • O } U) ! U u) w 'w 0 Dt Z F_ w w; iO cn 0 w w s. Ili 0 — F - h- ;.. . 0 ' ERRORS: Department of Community Development 6300 South enter Blvd., Ste 100 Tukwila, WA 98168 P11ono: (206)4313670 Fax: (206)431-3665 ax Phone: Re: TRANSMISSION RESULT REPORT ••••'""" (OCT 03 '02 10:01AM) TUKWILA DCD /PW THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 043 MEMORY TX 9 *- 8351199 10/10 OK 1) HANG UP OR LINE FAIL 2) 'BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION To: Tom Cleary From: Dave Larson Fax: 206 -838 -1199 Pages: Date: October 3, 2002 CC: City of Tukwila 0 Urgent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle (AUTO) . ur c,'' ts. u. ct L: �ihiii:, l:+.. t..^. t: :.tii2i4.,7:i:'. <:r:;�C+'i ° t ±rLi L;ttri- �'.��fi::'+b?�i tilu:.9 {.:1:;iw�kM.;w;i'n?it.s �t:3��.,;„ •:rt ^. . October 3, 2002 Jodyne Graham J L Homes 14401 SE Petrovitsky Rd, #D205 Renton, WA 98058 Dear Ms. Graham: Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Kathryn A. Stetson Permit Technician encl File: Permit File Nos. D01-287,12101:.288;D01-289 On September 5, 2002, the City of Tukwila was informed by Toni Morelli that your company is the contractor of record for three homes being built in Tukwila. These three permit numbers are as follows: D01 -287 12223 47 Av S D01 -288 12225 47 Av S D01 -289 12227 47 Av S via Certified Mail 7001 2510 0000 1969 0531 In order to keep our records current, we are requesting that you provide us with an updated application form, a copy of your contractor's license, and obtain a reprinted copy of the permit and conditions. I have enclosed three application forms. In addition, two of the above permits (D01 -287 and D01 -288) have un- issued revisions which need to be picked up and signed for. Our office hours are Monday through Friday, 8:30 a.m. — 5:00 p.m. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 n�J1t`.:k'atb`�itt2e,�ii;:' :'�� �SE'sii� e7:k.�?�i'','v. "�l� :�:5'iZ'.d•'F %.}', a5 Memo Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Ext. 1677 • Page 1 To: Brenda Holt, Permit Coordinator From: Ken Nelsen, Sr. Plans Examiner Date: 10/24/02 Re: Peachtree permit numbers D01- 287 , D01- 288''& D01 -289 Cc: B. Benedicto, Building Official Dave Larson, Sr. Building Inspector After reviewing the files and various staff concerns regarding these projects, I would conclude with the following actions. 1. We reprint new building permit cards and condition that reflect the change of contractor requested by Toni Morelli in writing on September 3, 2002. I have called Ms Morelli today to notify her that arrangement must be made for paying the re- inspection fees on mechanical permit numbers M01 -155, M01 -156 and M01 -157. She understands the purpose of the fees and agreed to take care of this. I also told Ms Morelli that she or her agent should pick up her field copies of the new permit cards when coming in to settle the mechanical re- inspection fees. PERMIT NOS: D01- 289,288 and 287 PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 12, 2001 PROJECT: PEACH TREE DEVELOPMENT Lots 34, 35 and 36 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding ti the following comments. 1. Please revise your site plan per attached markup. Since there is no existing storm drainage system available at your sites please provide us with percolation test results and a drywell or infiltration trench design. Percolation Test Procedure and infiltration trenches design guidelines are attached. 2. A 10 ft wide private sanitary sewer easement across Lot 3 shall be required benefiting Lot 2. A sanitary sewer maintenance agreement shall be required since only owners of Lot 2 shall be responsible for maintenance of sewer pipe crossing Lot 3. Sanitary sewer easement and maintenance agreement document shall be submitted to Public Works for review before it can be recorded by the applicant. 3. All lots are within Allentown flood prone area designation. Refer to attached Public Works Department Policy 2000 -01. A Flood Control Zone permit shall be required for each lot. Please have your surveyor, engineer or architect fill out Elevation Certificate. The lowest finished floor elevation of new homes shall be minimum at 11.4 ft NGVD 1929 datum. The house design shall utilize specific standards for residential construction. Refer to City of Tukwila Flood Zone Ordinance (Ordinance No. 1462) Section 16.52.070 item B.1 residential construction. 4. $ 8,369.70 Allentown sewer connection charges and $ 4,563.20 Allentown water connection fee shall be paid before permit can be issued. The above charges apply to each lot. Date: Project Name: . Application #: Plan Reviewer: < PLAN REVIEW COMMENTS End /initial review comments. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION September 19, 2001 Peachtree Development D01 -287, Ot —2 (6(e:, car, l Bob Benedicto k Dot - 2 8M 1) The construction details show 2 x 4 stud wall framing and R -13 thermal insulation. The wall construction note on the same sheet ( #6) calls for 2 x 6 stud wall framing and R -19 thermal insulation. If 2 x 4 studs are intended it will be necessary to submit energy code prescribed calculations to qualify the R -13 insulation. This requirement for "trade -off" calculations is shown on the WSEC checklist table, sheet #6, please clarify drawings. • BUILDING DIVISION REVEIW Date: Dec. 17, 2001 Project Name: Preachtree Development building permit applications Application #: 001 -287, 288 and 289 Plan Review: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 A general Building Division plan review has been completed on the subject projects. However, the Building Department experience at the existing sites necessitate that additional crawl space drainage be designed into the construction plans. Please provide additional or revised plans that clearly identify the applicable drainage system, elevations such as in the crawl space, and the for disbursement system, etc. The f911dwing construction option and code references may also be considered. Revise the crawl space construction with a slab on grade floor. To maintain the crawl space construction design, design the drainage using the following Plumbing Code subsoil drain requirements. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington S to Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. o Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be Tess than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain Tine so located as to be accessible for inspection and maintenance. October 22, 2001 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 , RE: CORRECTION LETTER #1 Development Permit Application Number D01-288 Peachtree Development 12225 — 47th Avenue S Dear Mr. Brooks: 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. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division 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. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01-288 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • , 3 (If different fro - above) 1°i �(.f� imp W Owner's Phone Number ( ..204, ) Property Contact Phone Number ( ) City or Sewer Districi Signature of Owner /Representative Print Name of Owner /Representative 1Ov1. 1057 (Rev. 7/00) Re ..ential Sewer Use Certific w on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and is currently 810.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name 610J-C t • I O t,i t . (Last. First, Middle Initial) Property Tax I.D. Number Q 19 0 C •- L L1 Property Legal Address: Subdivision Name 411 Adel Subdiv. # O( — 100 Lot # 31; Block # 5 Building Name (if applicable) Property Street Address 122- Z5 £f3-{A Ace • City, State, Zip I tit it:4; A (.. (4 L i �� ' Owner's M ilin Address I a Party to be Billed (if different from owner) Party's Mailing Address c4IcIAA. Lc) Date of Connection ;;�� Side Sewer Permit # D OL - rZi5 S Demolition of pre- existing building? ❑ Yes XNo Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 • 3 -Plex (0.8 RCE per unit) _ -°2-.4 ❑ 4 -PIex (0.8 RCE per unit) 3.2 Cl 5 or more (0.64 RCE per unit) No. of Units x 0.64 = Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. 1 understand that the capacity charge levied will be based on this information and any deviation will require resubmissioyt of corrected data for determination of a revised capacity charge. Date �t51 �o -- ail White - King County my Residential Customer Equivalent (RCE) Vti k; v-<./LL Yellow - Local Sewer Agency For King County use: Account # Monthly Rate Six Month Due Pink - Sewer Customer RECEIVED CITY OF TUKWILA SEP Q b' ZDUI PERMIT CENTER Z LU Cr U O gy p: W O: co CI t•- _: Z Z OO. Vi • o O — : I- : W U1 ~ i F' — t O: Z 0 - . 0 ~. z 09/04/02 11:57 FAX 2067846021 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 Klnkr.,' is Ballard REGISTRATION VERIFICATION TEMPORARY (360) 902 -5226 FAX (360) 902.5228 From RegiEtcred name Registration number F625- 036 -000 registration verification 12 -98 Rcgistrnti cxpirvs Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration, Maw you Receipt expires Pt5cEiVED CITY OP' rukw SAP ° 4 2002 PERMIT CENTER • 1 ... LICENSE DETAIL INFORMA.Ir Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. 0. Box 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License JLHOM**9810C Name J L HOMES Address 14401 SE PETROVITSKY RD #D-205 Address City RENTON State WA Zip 98058 Phone Number 2069897929 Effective Date 9/3/2002 Expiration Date 9/3/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 602231257 * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * '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 L&I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=JLHOM**9810C 10/03/2002 n Ts co } � J L`s i a 1 q / ii 0 Ipi g ; 11 1 I / I r e° N a,i _ , !isi '1 ! ai % ail! li 4 ii a i gi / i8 - P i 4 i h ,, Ai :Or3 li gq ! 421 > 1 t : r 1 0 2 . f* A''i O - il i 31 0 4 :16 11 --.11P i7-1`43-1 F: \A,chiveDWG\Mulli Level \undr2000 \1254 \1254- 1t.dwg Mon Aug 13 13'54 :U / 2001 g � 0 � g PP . - ging gAgg — ! 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TOTAL FINISHED AREA 1254 S.F. 6AJRAGE 256 S.F. • U A SXWR dE'RrICM Vian FOUNDATION VENT GALLS. 440 5.F./ 150 - 3.21 5.F, FON. VENT READ. 105 / '44 x .75 is .541 5.F. PER VENT. 5.21 5.F. / .541 = b FDN. VENTS READ. ALL CONCRETE FOOTTN66 ' O MST ON r o w UNDISTURBED E A R N WITH . . - - . 2000 PSF WARNS PRESSURE AIEFDt TO SOILS REPORT MIDI REGUI Rm) •S. ALL FOOD IN CONTACT PITH GONGRrTE OR MA laser OR EXPOSEL' TO EARTH 0R PEATNet TO BE PRESSURE TREATED. VERIPY ALL DIMENSIONS APO FEW CONDITIONS . PROVIDE TEMPORARY BRACING AS REHIRED. UTTIL ALL PBR 4 i 4T COMECTIONS AND STIFFENING HAVE BEEN INSTALLED. 6. PROVIDE DOUBLE LVL/JOMST OR BLOCCKINS AT PARTITIONS ABOVE_ . PROVIDE 155x1• FOUNDATION N15475 MTN 1/4' CORROSION RESISTANT YORE P4 HAS REWIRED PER CODE 10. • DENOTES MARINO POINT IN 2X4 PONY WALL„ PROVIDE MINI. (2) 2x4 STUDS • INDICATED POINT uPtzte NOTED C7THER feE. 1I. GRAM. SPACE TO BE A MINIMUM OF ID' BELOW FLOOR JOIST ANC 12' BELOW BEAMS OR 61RDER5 MATH MINI 6 MIL BLACK VAPOR BARMIER GROUND COVER LAPPED 12' AT SEAMS AND EXTENDED LP FOUNDATION WALL TO SILL PLATE TYPICAL.. I2 ALL BEMIS TO BE 4xI0 SOF (SAE SHEET I FOR LUMBER STRENGTH vALLA ) UNLESS IT OTHERWISE. 15. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL UNLESS NOTED OTHERWWSE. TYP • ISOLATED BEAM RUNES. 14. ALL ISOLATED SPREAD FOOTINGS TO BE 24•x245c10' THICK WITH (2) *4 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWSE. 15. AT ALL CORNER LOCATIONS PLACE S'''HD HOLD DOlM1 SO THAT lc OF HOLDOW4 15 S' IN FROM CORNER TYPICAL. 16. AT ALL WINDOW LOCATIONS PLACE STHD HOLDOYW 50 THAT Qc OF HOLDOY 4 15 1 1/2 OUT FROM EDGE OF OPENING TYPICAL ALLOW I I/2' TO STRAP Q. FROM DOOR ROUGH OPENING WHICH 15 2 I/2' FROM, DOOR ED6E ON PLANS THIS ALLOY 1' FOR DOOR FRAME. 11. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 25c25c5/16' PLATE HASHERS. UBL. 1006b.1. FOOTING SCHEDULE 24• DIAMETER X 10' THICK CONCRETE FOOTIN6 WITH (2) *4 BARS EACH WAY. 50• DIAMETER X 12' THICK D 'CONCRETE FOOTING WITH (9) *4 BARS EACH WAY. 90' SEE e1C QG° In QLL a SOLD DUNN SCHEDULES OM SHEET Se 1 15'-0' 50FFIT AND INSULATE STORAGE BEYOND 4' CONCRETE SLOPE 4' TO 0.H. DOORS USE 9/6' TYPE 'X' 6YP. O. AT ALL. GARAGE WALLS AND CEILINGS. WRAP ALL POSTS AND BEAMS. YMEN TJI'5 ARE US®, USE (2) LAYERS TYPE 'X' 6YP. BD. AT CELIN6. I5-0" ,r�ir1i�10G� �DOO ���1G� OARA6E 256 SP. SCALE 1/4' • I' SQUARE FOOTAGE SUMMARY MAIN FLOOR FRAMINS NOTES 1. U'R$T'ai D•epeiONie Toot PIl1j'l,m5 :f OAR SCAL2D DliOflb 2. PLATT Ntl•p4T 0. -• IMS FLOOR w.r36 NOTED OTlaetie. to ALL ieAOems TO Br 4100. DP. 02 ~ s e 0TH E I f R M I S E NOTED. csec C FLAK aiRVALaR PARALLAMI BEAM MAY BE SUBSTITUTED M PLACE OF BEAM II HMS 4. BOTTOM OP HEADERS TO BE 6' -0' THIS FLOOR U►iZ26 NOTED OTHORMSC 5. ALL EXTERIOR 11.4-L5 2x4 YfTM R- me LAT{ON UNLESS NOTED OTHetY•SE. 6. e. ALL PRAME NMAILIN6 TO SATISFY 04Ar7L'R 25 U.B.C. BLOCK ALL • LYWOOD ED6eS AND NAIL WITH 100 AT 6' OZ. TYPICAL. ALL EXT. WAI J.5. 1. PROVIDE DOLLS= JOISTS OR BLOCKING MERE PARTITIONS OCCUR ABOVE. PROVIDE SOLID d.OGKINS OVER SUPPORTS. N. PRE dOGKINIb AT ALL PLJJM BINIG PENETRATIONS 110. ALL STORAGE AND SPACE'S UNDER STAIRCASES TO BE FINISHED WITH 5/6• TYPE 'X' GYPSUM BOARD. 1I. • DENOTES SOLID MITRING UNDER CONCENTRATED LOADS USE (2) 2x6 AT 6' WALLS. USE (2) 2c4 AT 4' MALLS NILES NOTED OTHDIWM..Ie. t2. FINlSH AU CEO-1146S WITH 5/6' 6YPSUM BOARD. 15. AT GARAGE USE 5/6• TYPE 'X' 6YP. BD. AT ALL COMMON LMN6 WALLS/ TWO LAYER!! • GEILtN66 BORT:MINS LIMNS AREAS AND WHERE PRM11N6 IS 6REATlR THAN 16' OL. WRAP ALL POSTS AND BEAMS. 14. PROVIDE 26-6AU&E GALVANIZED SHEET 'METAL FLASHING ABOVE PIINDOM AND DOOR'S. (YYP,) LAP BUILDING PAPER OVER E5. HOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MFG BY, 'SUMMIT OR EQUAL. U • PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPIENIN6S. I1. FASTEN MULTI -LAM 2X BEAMS PER UB.C. STANDARDS, CHAPTER 25-1, TYPICAL 16. HANGER'S AT POSITIVE GOMEGT1ONLS TO BE SIMP SON OR EQUAL M. CEILING JOISTS TO BE 2x6 AT 24' O.G., TYPICAL U.N .O. PLAN SHOYIS JOIST DIRECTION. 20. ALL VOIDS TO BE FIRE/DRAFT BLOCKED Pet UB.C. SECTION 106. 21. INSTALL WATER HEATER PER 1461 NAECA SEE SHIFT I. PROTECT PROM 1MPAGT PER 1441 UMC. 504 ANC 506.1. 22. FURNACE TO BE PLACED 16' Alf/V.19-00R ON I HOUR FURNACE PLATFORM W/ (2) 5/4' LAYERS PLYWOOD. PROTECT FROM IMPACT PER WWI LJMC 504. 25. DOOR BETY'IIEEN HOUSE AND GARAGE TO De 20 MIN RATED, SOLID GORE, T16HT FITTING, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. P15Z TERMS OF LISTlNS AND MF6R5 SPECS. PER SECTION 5102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 1 I/2' FROM WALL, RLT`LR TO DETAIL 6 ON 5l- T NO. 6. 26. STRAP THE WATER HEATERS AT POINTS WITH IN THE TIPPER im AND LAYER I/5 OF ITS VERT1GAL DIMENSION. LONER POINT SHALL BE MINIMUM 4' ABOVE CONTROLS 21. WHERE SHEAR WALL VALUE'S EXCEED 550 P.L.P. FRAMING MEMBERS AND SILL PLATES AT ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE SX P-115.11515 UB.G. TABLE 25- 2- 11 -1 -1. 26. - DENOTLy STRAP HOLD DOI 4 LOCATION • DENOTES BOLTED HOLD DON6i LOCATION 24. m ■ LOGAT10N5 OF FLOOR REGISTERS BO. ALL SMOKE DETECTORS TO BE 110 VOLT MATH BATTERY BACKUP, INTERCONNECTED. 51. 11 1155 AND SHONNRS, • FIRE BLOGKIN6 EMMEN STUDS. • LIMIT SHOWER FLOM TO 5 6r.M. • WATE'RP'ROOF WALT. TO WITHIN '10' ABOVE DRAIN INLET. • ALL 6LAZINIG WITHIN 10' ABOVE DRAIN INLET TO BE SAFETY &LASS. • NO VAPOR BARRIER BeHIND 617504 W. 52. AT ALL CORNER LOCATIONS, PLACE STHC HOLDDONN SO THAT Ili. OP HOL.DDOW4 IS 5 IN FROM CORNER, TYPICAL. 55. AT ALL. WINDOW LOCATIONS, PLACE STHLD NOLDDOYW SO THAT 4t, OF HOLDDOY$4 I5 I -I/2 OUT FROM EDGE OP ammo, TYP. ALLOW 1-1/2' TO STRAP Qc FROM DOOR ROUGH OPENING YWIGN IS 2 -1/2' PROM DOOR Wee ON PLANS. THIS ALLOYS I' Pat DOOR FRAME. SEE SI`Af�Qf 7Qdd & � DP I _'7Q � SCHEDULES ON SHEET r: t; r CITY RECEIVED CITY TUKWIIA SEP 0 6 2001 T'E FIMIT 6EN1 DATE. 06/02/00 PILE o 001060 PROD 1 . 0010.0 �k. PR /M•Ni Abp FQ *VAT1oN DiMENISEON Swoop Pelt ELEVATIONS 19• BLDG. PAPER OVEit 1/2' C.-0x PLYMOG0 OR 7/16. OW Sr`EAT►IIN6 wOOD TRIM Tartu •Boor RANI: i 4 GONG. SLAB STUB OUT 11 4X24' • 24' O.G. (2) S4 GOVT. TOP *4 V RT. • 16 O.G FRAMING AND FOUNDATION DiMENSION Z- FLA5HIN6 WOOD TRIM OPTIONAL z X b m (2) *4 BAR CONT. TOP TIGHT LINE STORM DRAIN {F REQUIRED (1) *4 BAR CONT. TOP d1 r 1 FINISH PER ELEVATION 0/ • 15 LB. BLD16. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHIN6 PER PLAN FRAMING AND FOUNDATION DIMENSION 1I II — (2) 11 4 GONNT. BOTTOM DRAI PE+RF. � SEE PLANS FDN_ N , - - - - F N. / PORCH SLAB W f 4' PR * _ s FDN. DRAIN 2x4 STUby • I`• 04 R BATT 415LLATI N PAGE STAPLE • M1A6L f 'r s i-��•�• ..•.a b i9 T. � L_ 2'-O• MIN. R -10 R16ID INSULATION 1 2X4 STUDS AT 16' O.G I ° 4" m PERF —J � 6 " f /r FDN. DRAIN 2) TYPICAL GARAGE END. ° 14' GONG SAAB 0/ _ b MIL VAPOR BARRIER 0/ 4 6•ANJLAR FILL 1 � 2X4 P.T. SILL PLATE W/ 1/2" O x 10' ANCHOR BOLTS PER SHEAR WALL SCHEDULE (• 48' 0 C. ELSEWHERE) t 12' MAX. FROM ENDS 7' MIN. EMSEDME.NT 4' CONC. SLAB 0/ 1 6 MIL. VAPOR BARRIER 0/ 4' GRANULAR FILL o •o *4 VERT. • 16" O.G J SCALE I• . 1 *4 VERT. • 16' O.G. V (2) *4 CONT. SOTTOM SCALE 1" = I' - 0" 2X STUDS • 16' O.G. 0/ R -13 BATT INSUL. • 2X4 STUDS R -1.1 BATT INSUL. • 2X6 STUDS 2 X 4 P.T. SILL PLATE W/ 1/2" m X 10' ANCHOR BOLTS PER SHEAR WALL SCHEDULE (• 48" O.G. ELSEWHERE) 4 12' MAX. FROM ENDS 'I" MIN. EMBEDMENT 4' CONC. SLAB 0/ 6 MIL. VAPOR BARRIER 0/ 4" 6RANJLAR FILL (2) *4 GOVT. SOTTOM 2' -0" MIN R - R16112 INSULATION SCALE : I" = I'-O" • 3� FI7N. /INSULATED SLAB /I NT PRAheN6 AND FQRDATiQ11 2x 5T11DS • sb • O�G. 4' CONC. . SLAB Oi 6 MIL. VAPOR BARR115 O/ 4' 6RA1.4.1LAR FILL j 4 N ; �-, I -_o• MIN. R -fG _J R,6•D 1NSU_A ON =11/1 4 0 0 • 1/1 X 4 PT SILL PLATE w • tp x , O' ANCHOR BOLTS PER SEAR MALL SGhEDULE (• 46' O.G. ELBEi>~E1RE; 4 12• MAX PR0''DIPS T M'N. D•CEDME'd' f I `1 4' CONC. SAAB 0/ 6 MIL. VAPOR BARRIER 0/ MJL 4 6RA4R F . y •• • *4 VERT. • 16' O.G. (2) *4 CANT. BOTTOM SCALE 1• - 1' -0• , STEM HALL /I NSUL . SEAS 1 1r 13 STUB OUT *4 BAR, 24" • 18" O.G. f I 4 -2' STUB OUT *4 BAR 24' • NS' OC: 1 1 1 z / ll / //% L- '/. �/ / r -1Qi* _ B' - • t - Q • 4 2' - 0' R -10 RID6iD INSULATION, TYP 1; / L FLOOR CRICKET IS' -0" In 1 SLAB ON VRAp! 4" CONC. SLAB WITH 6x6 111b W.M.M. OVER 6 MIL V.E. OVER 4' GRAN. FILL. SLOPE I/4" PER 1' -0" TO O.H. DOORS \ 4— , � CONTINUO5 FOOTING � 3x_ MUD SILL REQUIRED HERE 2 2 1/4' , 1' -0" 9 2 5 FOUNDATION NOTES 1" of '_TElwi DfMe10P45 TAKE PRECEDENCE OVER SCALED DIME.45101415 ALL FOOTINIIIS TO HAVE A MW .U4 DEPTH OF ID" BELOYII FINI5FED 6RADE STEP PCUNDATIONS PER SITE GONDITloNS ALL GONGRETE FOQTINOS TO REST ON FIRM UNDISTURBED EARTH W►TM MINfHiUm 2000 "SP BEARING PRE56URE (REFBt TO SOILS REPORT WHEN REtiJN®) ALL WOOD IN CONTACT PQM CONCRETE: OR MASONRY oR EXPOSED TO EARTH on FEATmEst TO BE PRESSURE TREATED VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. . PROVIDE TEmPORARY BRAGIN6 A5 IREQUIRE2. UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN INSTALLED PROVIDE DOUBLE LVL/JOIST OR BLOCKING AT PARTITIONS ABOVE. . PROVIDE 15'x" FOUNDATION VENTS WITH 1/4" CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. 10. • DENOTES BEARING POINT IN 2X4 PONY WALL., PROVIDE MIN (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED OTHERWISE. H. CRAWL SPACE TO BE A MINIMUM OF 18' BELOW FLOOR JOIST AND 12' BELOW SEAMS OR 61RDER5 NTH MIN. 6 M :L BLACK VAPOR BARRIER GROUND COVER LAPPED 12" AT SEAMS AND EXTENDED UP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL. BEAMS TO BE 4x10 PDF (SEE SHEET I FOR LUMBER STREN6TH VALUES). UNLESS NOTED OTHERWISE. 18. ALL POSTS TO BE 4x4 (4x6 AT BEAM SPLICES) TYPICAL 1.41W. . NOTED OTHERWISE. TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD FOOTIN65 TO SE 24 "x24 "xI0' THICK WITH ( 2) 114 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWISE. 15. AT ALL CORNER LOCATIONS PLACE STHD HOLD DOWN 50 THAT Ck OF HOEDOWN IS S" IN FROM CORNER TYPICAL. 16. AT ALL WINDOW LOCATIONS PLACE STHD 40_DOYW 50 THAT Qc OF HOLDON• 15 1 1/2 OUT FROM EDGE OF OPENING TYPICAL ALLOW I I/2" TO STRAP ck FROM DOOR ROUGH OPENING WHICH 15 2 1/2" FROM, POOR EDGE ON PLANS THIS ALLOWS I' FOR POOR FRAME. 17. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 2 "x2'x3/16' PLATE WASHERS. U.B.C. 1806.6.1. FOOTI NCB SCHEDULE 1 24" DNA? ET'ER X 10' THICK CONCRETE FOOTING WITH (2) *4 BARS EACH WAY BO" DIAMETER X 12" THICK • p ) 3GONGRETE FOOTING WITH (5) *4 BARS EACH WAY. GIl A Of PROVED it FEB 1 2002 AS ix;',cil N CB � I -- >, --' it • jN RECEIVED CITY OF TUKWILA JAN 0 2 200Z PERMIT CENTER CORRECT' N LTR# DRAFTER: VER DATE, 12 -51 -01 PILE 0, 00106045 PROJ 0: 00106045 D o i -z ap f a L r l i � +s ii 0 a $ o 1 r 4.. n j I 9 ''iir 1 • • t I I i II i � L L _ i g Y s 1 43' TJI -Pro 250 • 14 -2' O.C. I i f ' ✓ r HDR PL URpgrf BOW' gifiramfAapplian, FRAM!** NOTE5 L IFIRrT rk D'. cN6 TAKE PRIXEDEOC.E OVER SCALED D• eledOI 6 2_ PLAIT NE•lor b-1' The FLOOR air!!! NOTED OTboPOSE 5. ALL HeADetS To BE 4,.iO. DP. *2 MEM annb•fSE MOTE D. CHECK PLAN EGiRVALH(T PARALLAM wow MAY re ELeeTTTVTED M PLACE or aeA 'lS 1 rows_ 4. BOTTOM OP HEADIMS TO re 6' -0' THIS PLoOR JAMB NOTED OTMERY'fS3E- 9_ ALL PxT1•RJOR PALLS 2x4 r•TH R-15 iNSILATION UNLESS NOTED OTHER ISE_ 6- ALL FRAME NA1LIh• TO SATISFY 04ApTER 25 U.B.C. DOCK ALL PLY - 11000 eases AND NAIL WITH IOb AT b' O. TYPICAL ALL EXT. MALLS. 1. PROVIDE DOLEIL.E JOIST'S OR BLOCKING mew PARTITIONS OCCUR ABOVE. b. PROVIDE SOLJD BLOC /NS OVOt SUPPORTS. M. FIRE CLOCKING AT ALL PL UMEN 6 PENETRAT)ON5 10. All STORAGE AND SPACES LEVER STAIRCASES TO BE FINISHED MTH 5/b' TYPE 'X' 6YPSUM BOARD II. • D1547TES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 2xb AT b' MALLS. USE (2) 2x4 AT 4' MALLS UNLESS NOTED OTHERY'1'SE. 12. FINISH ALL. CEILING'S WITH Sire GYPSUM BOARD. IS. AT 6ARA6E USE S/b' TYPE 'X' GYP. CD. AT ALL COMMON LIVING WALLS/ TWO LAYER'S • CEILING'S BORDERING LIVING AREAS AND ?WERE FRAMING IS 6Rl=ATER THAN 16' O.G. WRAP ALL POSTS AND BEAMS. 14. FASTEN MULTI -LAM 2X BEAMS PER. U.S.C. STANDARDS, CHAPTER 23-', TYPICAL I. HANGERS AT POSITIVE C0P CTION5 TO BE SIM'SON OR EQUAL 16. ALL VOIDS TO BE FIRE/DRAFT BLACKED PER U.B.C. SECTION 106. 11. PROVIDE CON T. HANDRAIL AT STAIRS A MIN OF 11/2' FROM WALL, REFER TO DETAIL 6 ON SHEET NO. 6. lb. m• LOCATIONS OF FLOOR RESISTERS I. UPPER FLOOR FRAMING TO BE 2•10 HP *2 FLOOR JOIST'S • 16' OTC., TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWS DIRECTION. SEE VU11L5AnwaLL HOLD DOWN SCHEDULES OM SHEET ea 6 np ar O O O Q i t 1 164 SP. "bol- zge LR FLOOR FRA 4IP P E5 L MITTEN D•451542/16 TAKE PRIEGE DICE OVER SCALED 01649510115 2. PLATE MOW TO OE b'-+' THIS FLOOR L14.E96 OM:WM NOTED S. ALL HEADERS TO ee 4,no Dr. •2 tOLES6 OTNERMSE NOTED. 4. eIOTTOM OP HEADERS TO eE 6'-0' THIS FLOOR UNLESS OTNERMISE NO 132 S. ALL EXTERIOR MALLS 2u4 MTH R-IS DIXLATION UNLESS OTF415 NOTED 6. ALL FRAME NAILIP. TO 'SATISPY CH PTet 23 UDC. BLOCK ALL PLYYUOOD eases AND NAIL MTH IOd AT 6' O.G. TYPICAL ALL EXT. WALLS. 1. PROVIDE DO. f JOISTS OR SOLID mamma OVER ',SUPPORT'S. 6. roe BLOC INS AT ALL PLdR4151N6 PENETRATIONS. M. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED *TH S,/r' TYPE 'X' GYPSUM BOARD. 10. • DB4DTZS SOLID BEAR/N6 UNDER CONCENTRATED LOADS. USE (2) 2x4 AT 4' WALLS LALESS OTHERWISE NOTED. 11. P1N1514 ALL. CEILINGS WITH 5/6' GYPELM BOARD. L2. PROVIDE 2b -6AU6E 6A1-VANIZED SHEET METAL FLASHINS ABOVE WINDO•icS AND DOORS. (TYPE LAP' BUILDING PAPER OVER 15. WINDOM SPECIFIED ARE MfGR BY, SUMMIT OR EC L/AL U • PER SCHEDULE CONTRACTOR TO V9i1PY ALL RCUGH OPDNIN6. 14. FASTEN MJLTI -LAM 2x BEANS PER UD.C. STANDARDS, GHAPTEi 25-1, 71 PS. CEILING JOISTS TO CE 2x6 AT 24' O.C., TYPICAL U.ND., PLAN SHOWS JOIST DIRECTION. 16. ALL VOIDS TO BE F1RE/ORAFT BLOCKED PER U.B.C. 'SECTION 106. 11. ALL TUBS AND 'SFiONERS, • FIRE BLOCKING BETY'EEN STUDS. LIMIT SHOVER FLOW TO 5 6P.M. WATERPROOF WALL TO N1HIN 10' ABOVE DRAIN INLET. • ALL 6LAZIN6 WITHIN 10' ABOVE DRAIN INLET TO BE SAFETY GLASS, • NO VAPOR BARFUER BEHIND 6YP. BD. 16. ALL SMOKE DETECTORS TO CE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. M. PROVIDE CONT, HANDRAIL AT STAIRS A MIN OF 1 I/2' FROM WALL, REFER TO DETAIL 6 ON SHEET NO. 6. 20. FOR SMEAR WALLS MTH GREATER THAN 950 PLP., FRAMING NtMCER'S AND SILL PLATES AT ABUTTING PANELS SHALL NOT BE LES6 THAN A 5IN6LE 5X t- eseeR' U.B.C. TABLE 25- 2- 11 -1 -1. 21. HANGERS AT POSITIVE CONNECTION TO BE SIMIP•SON OR EGJAL. 22. - DENOTES STRAP HOLD DOYW LOCATION • DENOTES BOLTED HOLD DOWN LOCATION 25. m • LOCATION OF FLOOR RESISTERS r (.) RECEIVED CITY OF TUKWILA SEP 0 6 2001 PERMIT CENTER SEE WE A N \ J LL SOLD DOWN SCHEDULES ON SHEET 4 D: \ Projects\00\001060 \ 001060. dwg Mon Jun 12 08: 49: 22 2000 ;c SEE SWEAR MAL.. SONEDILLE 111S• - 6' OL. 214 BLOCK114- "tom .NON'S• --' TO PALS A54 (SIMPSON) -� • 32' OL. FOR G. HALL M 2x STUD WALL NON OR/AND DEARM'S F ►MAIL - I4N 10d- b' OZ. (U)i.0) Oct - 6' OL. TYP. • BOTTOM P 4 RIM JOIST 2x IOd•6' SHEAR WALL- NAIL I 4- SEE SCHEDULE 8d • 6' 0.C. MIN. i beim FOR TYPICAL SPEAR WALLS t HORIZONTAL ONAPPRA6m NAILING SCE NOTE'S • POR PANELS N YEDTH LJ"SJ6 THAN 4' -0' LAP 1.1.-rroop OVER RIM JOIST 1 SHEAR WALL • FOUND. WALL (FLOOR .JOIST PERPEHOIGLLAR TO HALL.) ) TYP. SHEAR MALL NAILING 2x 5TtD WALL fAZIr FOR TYPICAL 'SHEAR WALLS 4 HORIZONTAL DIAPHRAGM MAILING SEE NOTES 4 ) TYPICAL SHEAR WALL (FLOOR JOIST PERPENDICULAR TO WALL) SECTION ROOF PLYWD. ¢1'!! & PER FLOOR JOIST - SEE PLAN NOTE. FOR SHEAR HAL- O OR •PIR=VEMT sPLRT►N6 • RIM - PROVIDE VOL ELK PARALL E- rv/ RIM 2x SOLID EL.OGICIN6 . NAILER) I ! ROOF PLYWD. SHT'6. SEE NOTES ON SHEET 51 FOR NAILING REQUIREMENTS (2)10d•8 "SIMPSON' (OR EC,1)) *41 SEISMIC CLIP AT EACH TRUSS PLYMO OR 2x4 FLAT • 24' 50115 Ar►11N5 NAILED RoO TRJ HAD MialeffuLe *EAR HALL - l ir'.164 , 90N N10.DOWN PLAN POR TYPlE :Q Alm LOCATION LAP EXTERIOR SHEATH** OVPlR SLIM rvoli JGT. OR KAU_ AMP ]F WP • 52' OL P'► GOVT. REIN. ---- AB. x10'- FOR SIZE t SPAG'N6 SEE PLAN IOd - 6'0G . 3d - GOOLBR • 4 0L. (6115 - NAILING) 0L. • 24' 0L. -8d NAILS • b' OL. I ' PLYI� PLL/A� o �._ / . MA T AIL 2 x '• I NT3. r 2 SHEAR WALL ® FOUND. WALL NOTE. FOR SHEAR HALL 10 oft ©PREVlsfr SPLITTING • RIM - PROVIDE VOL HLK PARALLEL. w/ RIM SHEAR WALL - FOR NAILING l TYPE 318: 'SCHEDULE 1/2'x4' 6)^4.B. r4/ 541 NAILS • 'T' OL. OR 5/8'x4' 6J'6 w/ 6d C00LE'R NAILS • 'J' 0L. PERIMETER NAILING • GEIL'6 DIAPHRA6M SHALL BE 2x6 OR 2x8 BLK'6 INSTALLED FLAT OVER THE TOP PLATT= TO PROVIDE A 2' NAILING SURFACE OF 61 NAIL TO ALL MEMNERS • GER.'6 BOUNDARIES • LEAST 5/8' FROM ENDS AND E,D6E5 OF 6H13. `Sl T �� F PERPENDICULAR�q 4 PLA 24' Off, W/ V5 I IPLO. T O � �.� � Gfi FOR IL ,IN -St2 11 V4 54 SHEAR HALL 3GHEDULF TYPICAL SHEAR WALL (JOIST PARALLEL MT'N / AU-) SHEAR WALL PARALLEL TO TRUSSES / SHEAR WALL PARALLEL TO TRUSSES SEE SHEAR SCHNOIJLE POR BOTTOM PL NAILING IOd- 6'0C.(1.1J4.0) (5) IOd / DIAPHRAGM /\ (5) BL.DCKING SOLID BLOCKING • 4' -0' O.G. 2x NAILER IN/ IOd - 6' 0L. FOR 6)"lB. bQjL FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE NOT °L�5 NAIL r4/ (2) Ibd • 8' OL. STC ROOF TRUSS CLIP (OR CEILI J0174 SHEAR WALL NAILING- SIB SCHEDULE WIZ FOR TYPICAL SPEAR HALLS 4 HORIZONTAL D NAILING SEE NOTES • FOR PANELS r✓ HIDTH+ LES6 THAN 4' -0' LAP PLYWOOD OVER RIM JOIST SHEAR WALL ® FOUND. WALL (FLOOR JOIST PARALLEL TO HALL) VERTICAL - WALL TO WALL CONNECTION 1 AF' SHEATHING OR PROVIDE A95F FLAT • 52' 0L. 2x6 BLOGKIN6 REED ONLY • 6Y4B. NORIZ DIAPHRAGM (SPADED SHEATHING ROOF) 2x BLOCKING TYP. ROOF DIAPFRA.6M AT 45' • 4' -0' ..G NAILING -'SEE SCHEDULE SHEAR WALL (PARALLEL WITH! ROOF misses) PREFAB. TRUSSES AT 24' 0.G. OR ROOF RAPPERS PER PLAN 2x6 SOLID BLOGKIN6 4' -0' 0L. S Ibd TO SOLID BLOCKING EA BED - TYP. 16d•6' POR SHEAR WALL TYPE t NAILING SEE SCHEDULE 11 6AELE Em 1/4' • I' -0' toh288 a F P4 . hl WI C5 1. *AVM MICAS DE10Tf C4.114 4r PR MINE OVER ROOF INtA/4/46 1515.Grt 2 • DENOTES SOLD BENRJMG oven GONCE ORAL LOADS. 5. SQ FLOOR PLM!► p STRUCTURAL BEAMS A /EADlSRS 4. ALL RAPTORS TO EE. 2,1e NP •2 AT 24' O. TYPICAL IMO. S. ALL T10JSEES TO EE AT 24' OL. TYPICAL UND. 6. PROVIDE ROOF VENTS PER SEC. 15055 VEIL. T. ROOF P TTG4 TO BE 6.L2, TYPICAL. LIKES6 OTHERMlSE NOTED. e. le' 0.H. TYPICAL • EAVES t I'-0' OR TYPS CAL • 6ADLE EPOS. RAKES. , - APPROVED ANCHORS SHALL BE USED AT ALL GOHlEGTIONS OP RAPTORS, .JACK OR FHIP TRU'. SIO TO MAIN OiRDER TRUSS PER TRUSS HARP) MEW APPLICABLE. PROVIDE 'SIMPSON' HM FR/1MINO ANCHORS AT EVERY RArTI6R/TRU S' 6 AT EACH O4? AND AT GABLE @D TRUSSES. 10. VENTIED ELOC.KING OVER StPrP0RTS. 11. GHIMNEf HEI6HT TO EE 2'-O MIN. ABOVE AM' PORTION OF BUILDING WITHNN 10' -0' PER LEG SECTION 15102. (WHERE APP JGADLG 12. EIRAGIN6. (',lTIGIG FRAI••ED fr _&_A . ONLY) • (2) 2x4 LP TO 10' LONG. • (2) 2x6 10' TO 14' LONG. • (3) 2x6 OVER 14' LONG. M. PLATE HEI6HT'5, • MAIN FLOOR 8' -1', M. U.N.O. • UPPER FLOOR 8' -I', 1Y,. UALO 14. MISSES. • CARRY Welk STAMP. • DO NOT ALTER /41114 2/T ammo DEPARTMENT APPROVAL • INSTALL AND BRACE PER M!'6R SPEC. • NON- EEARJNG WALLS SQL BE HELD DOWN FROM THE TRUSS BOTTOM CHORDS WITH AN APPROVED FASTENER (SUCH AS SIMPSON STD). 15. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING OR POSTING AND PROVIDE ADEQUATE BEARING TO FOUNDATION. 15. HAWSERS AT POSITIVE COMeCTION S TO BE SIMPPSON OR IrGJLJAL ROOF FRAMING NOTES • TRUSS EN6118'R1N6. PER LOG 1065.4.2, TRUSS 19'IGREDR. OF RECORD WHO HILL REVID APPROVE Alm NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN 615ERAL COPPORMANCE ►ATM THE DES ION OP THE BUILDING.. THE 141P - APPROVED DOCUMENT'S WILL THEN BE FORWARDED TO TIE BUILDING OFT'IGIAL FOR REVIEW AND APPROVAL 'PRIOR TO FRAMIN6 INSPECTION'. CITY APPROVED DOGUFES•!TS SHALL BE ON THE JOB SITE AT INSPECTIONS. TRUSS CN6114EIERI146 SHALL INGLJDE ePEGIPIG TRUSS DRAC.IN6 RC2,IIREME TS. ROOF VENT GALLS, PRIMARY ROOF AREA, 164 S.F. / 900 • 236 SP. VENTING REQ'D. 256 SP. / 2 • 126 SP. VISITING REQ'D AT ROOF RIDGES. 1.28 S.P. / (.44x.•3) • 4 VENTS REGD. CIiY CIF 11V,W101 FEB 17), 2.r`. SEE SHEZIMILL HOLD LD DOWN SCHEDULES ON SHEET '; V t CITY OF SEP 0 6 2001 PERMIT CENTER VIER CAI DATE. 06/02/00 FILE: •+ 001000 PROJ U 001000 1 I I - - - - TI L_ i LifrroM aowstdan SCALE . 16,121 1 11 J I /4• -1 -0' ELEVATION NOTES 1. PROVIDE CONTINUOUS METAL fUTTER5 TYPIC A.L. 2. PROVIDE ROOF VENTS PER U. SEC -T1ON I50 TYPICAL. 5. PROVIDE GALVANIMA SHEET METAL FLASHING AND COUNTER FLA5HING AT ALL ROOT PEPETRATIONS INCLUDING CHIMNEYS. 4. REFER TO SECTION I ?Ce J.B.G. FOR CHIMNEY CONSTRUCTION. S. PROVIDE WEATHER - STRIPPING AT ALL DOORS AND OUNDOPIS. CAULK ALL JOINTS AND PENETRATION'S IN EXTERIOR WALL. 6. DPW( TO BE SUPPORTED BY STEEL. LINTEL'S AND SHALL NOT DEAR ON WOOD FRAMING. 1. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FJ3=T. b. POST APPROVED NUMBERS OR ADDRESS ON THE DPELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEEIDLE FROM THE STREET FRONTING THE OWEL.LING. L..1 nigihra Q O SCALE • I /4' • I'-O' q T.0 BM FLOOR 0 - .O PLATE iO TA. PLATE TA. SUB FLOOR 1 i rI L 16.121 r L I l J TA. 51.13 FLOOR TA. PLATE,. 2X10 TRIM 2X4 TRIM T.O. PLATE 6' LAP SIDING dJ TA. WE* 11OOR a®waticin SCALE BRACKET DETAIL SCALE. I' • I'-O' 1 i /4' • I' -0' 11 2X10 TRIM 2X4 TRIM 6' LAP SIDINS P e b&N ZB8 J , 3 ! 3 2"�2 t.,13 L CITY OF StIJ U b YUU1 PERMIT CENTER VER CAI DATE 06/02/00 ru.1: ooso0o-. PRO J YM 00060 ELECTRIC RESISTANCE - CH - APT - ER - 6 OTHER FUELS , X PRESCRIPTIVE i CHAPTER 5 TRADE -OFF X i 4 Proposed Insulation: Option number N/A Vaulted ceili R -30 Mare lazing allowed % WA Flat ceilings /attics R -38 Pr osed glazing % 1.00 Exterior walls R -I3 Max. glazing u -value allowed WA House /garage common walls R -13 R -I9 N/A Proposed glazing u -value 1.000 Floors over unheated aces S p Slabperimeter Max. door u -value allowed WA Proposed door u -value 0.390 Ducts In unheated spaces R -8 & AZ NE. 5C+ 2U-E - F 1254^n LOCATION HAM, HOVEL 1"RAM! : NO. � MI ^ M ' T AREA DUB MAR L e �i- '1//I1L . TAT riic..44P .. • 5un•eS a65G T vin, ---- * _ -z-- 2.0o i 00 ~ • % 86 -J 6.00 bb 4G i2 dr 12 nO 0500 Z^ Of '1or�IC • a /look •Ii01•r !oleo living s <a•. Y a' t r Dad skies/ !bonds db__ vet i _ Ib•csroo- *2 • :der I _M141170014 TOTAL I IMENGl•1 DOORS LOCAT ION 1 f"iANr. MODEL I'1R/M E ND. PO __ ( sr►'vson 5OCi wood 0 POOR TOTAL -- J T - ' Cn161'Ir LOCATION �,4'Mp. MODEL r'RAtE 9130 _ - M � _ - pIRJ► _ 1 6+,6 Mt 1 L 1� U-VAL _ TOT r- ro --r - p'm't o!c�r!�/tb 0 i 0.00 0.00 - -1-- - 0 "L - - - - I n - - - MO 00 - 0.60 C. - - - -Z ISKYLIdH'1T TOTAL 1 1 1 1 000 6LAZINIS SL t fr1RY total finished area 1 totaig.azlnq total u.a % of glazing avg. u-val EXHAUST YEMILATiON SYSTEM Source S exnayst ventilation 035 05 each - damper_ 58520 e3.600: ctm - setting LOCATION i MIN, MWe1F. Mac. GEM- -23rs Ga'T�- 1 big j ►KA __song _some__ 4 1 Bath *i 5C cf r nutoneieq gt80 62 cfm , g0 cfm no n/a 1 Bath *2 i 50 cfm nutone.eq gt80 • 62 I cfm 1 80 ern _ i no r. /a Kitchen 1 50 cfm nutone /e t80 62 cfm , 80 i cfm 4 no n/a P_o►'vder 100 cfm nu /Eck gt150 cfm 150 I cfm • 5 11._cainci-y 1 50 cfm nutone /ea gt80 62 1 cfm 50 1 cfm WHOLE mouse EXHAUST VENTILATION SYSTEM Combined use of source spectflc fans as indicated above. Fans indicated above as being 'W.H.' (Y`hole House), are to be connected to NISEG CA- EG#CLIST TABLE 6-2 �'RAMN¢ t PO(JIpAT{ON PINSH4 PER ELEVATION 0/ 15 LB. BLDG. 'Arm OR AIR INFILTRATION BARRIER 0/ SHEAT141N6 PER PLAN Z- P4ASMIN6 WOOD TRIM OPTIONAL Z () WA CONT. TOP Z 1 1 61 DIMENSION Ti6MTLINE l STORM DR, ; IP R6Ci, 11R D - � I FDN. PRA PRAMN6 AND FOUNDATION S II 51y •r+is 66x I !i# v -ot - at Ntr.je 4_ I r s 00 1000 ate V2 • * b o 4e / 4.5 5upa••R 865C' vrt,- . -fir• 4" - - _86 " vllr� 1 :' �^ - -- aoO - 1 ! 4t 86'SG vin 1 �J' IA'T.. t e bb * vhy' 1 3- t 6650 vinyl FDN. WALL I I� I Imo; 4:c _ :l00R JST OR T„1.1.5 PEt FLANS • STUDS 2X4 STS • 16' O.G. R -IS BATT. INSULATION R-41 BATT INSL ATION 9/4' T46 PLYWOOD 9LerLOOR OWED AND NAILED 2X4 PRESSU RE TREATED 441.-.-1-. PLATE W/ In' DIAMETER lv ANCHOR BOLTS AT 4' -0 O.G. AND 12" MAX. FROM ems, OR Z 7' MINN EMBEDMENT � VERT. AT Ib' O G. ke4 6 MIL BLACK VAPOR BARRIER •4 GOVT. SOT. TYPICAL GARAGE FPN. 1 -- _ - 1 1 4 4 1 Ib .AO cw - ; _ 440 ' 64 --� -� 90 I s oo 3e 00 o for ' L/2' I nO o -4 C 1_ 14 400 1_4 00 ib 01 nO f 0 : 166 .02 1234 SP. 166.02 SP. --1 14b0 R --1 0.440 NOT TO 'SCALE an approved 24 hour timer. 2X4 WALL H N 2X4 PRESSURE TREATED SILL - PLATE W/ In' DIAMETER ANCHOR BOLTS AT 4'-O' QC. ' ND I A Emu, OR 7' FAIN E1 S/4" T•6 PLYWOOD SIrePLR exT SUED AND NAILED. (U o4 BAR CONT. TOP SAL POST P644 • 4X4 POST PD4• • 4X6 POST N41L vAFeR cotinNtioua IA. WAY • ISOLATED PTO'S. I no n/a . I VM'ijA'HA OR T-LI.5 PER P LANS R-14 BATT. INSULATION 6 MIL BLACK V3_� b" dif 4•A� S/4' T16 PLYWOOD eLert ?OR EXT. OUZO AND NAILED RrM BATT. INSULATION MIN 2X PLOOR JOISTS OR T,J.I.'S PER PLANS • 1 > j„ 4111E ISOLATED PT7S. ;MM. 2'-O• ,j I 1---I 11, I I - I (5) CONTINUOUS FOOTING 0000 2X4 STUDS AT 16' 0G. 's/b' TYPE 'X' GUTS. • ALL GOM*40N LIMNS WALLS. R -IS BATT. INSULATION FACE STAPLED. 4" GONG. 'SLAB O/ 6 MIL. VAPOR BARRIER 0/ 4" 6RANLAR FILL '4 'f T. • 16' O.G. (2) 04 CONT. BOTTOM HOUSE /GARAGE FI,N. VH1WRWJmM 2X SOLID BLOCKING, iA BEAM P.M PLANS METAL POST TO GONEGTOR PO44. 4X4 POST PG46 • 4X6 POST , POT PER PLANS NOT To SCALE e UlLDINS PAPER TO Be KRAFT FIATERPROOF ORE UAL NOT TO SCALE Og g t z_ 1 3 1 ROOF CONSTRUCTION • CEDAR SHAKES • 90* FELT INTERYMOVEN • SOLID SHEATHING • RAFTERS/T1e1J5SES /GEILIN6 JOISTS PER PLAN • R -98 BATT OR BEOYW-IN INSULATION MIM. • 6A5 FEAT • 5/8' GYPSUM WALL BOARD • CEILING WALL CONSTRUCTION • SIDING PER ELEVATIONS • 15* BUILDING PAPER • 1/2' GDX PLYWOOD SHEATHING (OR EQUAL) • 2x6 STUDS AT 16' O.G. • R -19 BATT iNNSULATION WITH VB. FACE STAPLED. FLOOR CONSTRUCTION • FINISH FLOOR PER PLANS • 5/4' T116 PLYWOOD GLUED AND NAILED • FLOOR JOIST'S PER PLAN • R -I9 BATT INSULATION MIN. OVER UNHEATED AREAS • POST AND BEAM SUPPORT BELOW JOISTS OVER 6Ri1DE • CRAWL SPACES • 6 MIL BLACK VAPOR BARRIER 1 I/4- gp MIN. CONT. HANDRAIL 4' P4114. TREAD TA. SUM PLOOR 0 E T - A. PLATE 7 0. PLATE -6' MIN TREAD WIDTH AT NARROWEST PoIN'T OF A DER TO. SUB FLOOR � j A/OWED *Imago �i ■ -3 R6 IseiLATNON - -� �5T BED -R.44 UL M INSATION T a 1, Vi a A-04 FRAMUN6 ANCHOR 2X4 THRUST BLOCK PORCH SLAB/1DN. TYP. INTERIOR STA I R BA,IJSTERS AND HANDRAILS TO CONFORM LE TO G SEC. 100555.6 4 Sol NOTE', 'SPACING BETF45S1 INTERMEDIATE •UARDRAIL MEMBERS TO BE A MAXIMUM of 4' GLEN", SUCH THROWN artete OF 4' DIAMETER SWILL NOT PASS THRO ANY OPENUNS 11 1'11'1 • 2 LAYERS S/6' TYPE 'X' •PLUS. BELOW STAIRS Ue) tips 611RIN SEES FIRE BLOGKINIG, • MID - SPAN 4 • WALL ALONG, ST*INSER SW AND AT TOP AND BOTTOM OP STAIRS NOT TO SCALE • 43' TJI- re 250 • 14.2' 0L. 1I; R-56 114! LATION 51TJ- tre15o I I -t I 6 MiL BLACK VAPOUR BIJtR1ER- buo0crAng 080on a� SCALE . 11111111111 !f_l1n� _I_I .11.►_ li �► t :� %/I / S' CONTINUOUS 1 0 i A I • , ItA ice 0 R -90 INSULATION 2X OVUM* JOISTS • 24' O.G. (OR TRLO6 PER FLANS) 0X4 SILOS • 16' 04. 1 GATT INSULATION see PINION PER ELEVATION 0/ B La. OLDS. PASSER OR AR RrM.TRATION BARRIER 0/ SHEATNIN6 PER PLANS PLATE AT ROOF/FLAT N0T TO SCALE 4' CONCRETE 'SLAB. SLOPE 4' TO 014. DOORS I /4" • l' -0' R-49 INSULATION 5W SHEAR /MALI. SCHEME 1/I6' SHEATHIN6 W/ 10d BOX SIR. 111 erE ,SHEAR EDeE ' ANCHOR BOTTOM " 'RIM/$LK TO SHEATH 1N6 ' NAILING 1 BOLTS PLATE ; TOP PLATE [THICK (SIDE) (IN OG) 1 (IN 00) (IN OG) (IN OG) 1/2' bB (I) 1 6d • 7 , 5/8" • 12 Ibd • 12 i I6d • 8T I /2' 6S (2) ' 6d • 7 5/8" • 64 Ibd • 6 A35 • 32 w/12 -8d 0 b. 1, 8 - 1 '1/16" RS (I) i IOd • 6 5/e • 48 Ibd • 5 � • 24 w/12 -8d 0.23 ; 1, 2 I T /16" RS (I_ j ___) -1- 10d • 4 ' 5/8" • 32 16d • 3 A35 • 16 w/12 -8d 034 1, 2, 4 1/16" RS (I) 1 1Od • 5/8" • 24 Ibd • 2 A35 • 12 w /12 -8d 0.4541, 2, 3, 4, 5 1 1 /I6" RS (I)IOd • 2 ' 5/8' • 16 Ibd • 2 , A35 • 9 w/I2 -8d 0.60 ; I, 2, 3, 4, 5 J 7/16' R5 (2)i I0d • 4 • 16 2 -I6d • 3 t 2 -A35 • 15 ,r/12 -8d 012 i 1 - 5 8 �7/Ib" (2 ) f IOd • 3 i 5/8' • 12 2 -I6d • 2 1 2 -A35 • 12 r4/12-8d 0.90 I 1 - 5, 8 1/Ib` R RS S ( 2) IOd 2 0 2- d • 2 � -A35 • 9 ft/12-8d 1.20 5, 8 T FOR TOE NAILING; 613 FOR GYPSUM BOARD RS FOR APA RATED SHEATHIN6 OWi NOTES AR (KLF) 0.10 6, 1 SHEAR WALL NOTES AEiERAL NOTES ( A•PLY TO ALL SHEAR roue) A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (303 MM) O.G. ALONG INTERMEDIATE FRAMING MEMBERS B) BLOCK ALL PANEL EDGES WITH MINIMUM 2x (51 MM) BLOCKING. G) APPLY NAILIN6 TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMIN6 TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRA6M5 TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINIMUM ONE STUD BAY. ePCC.IAL NOT FOR SHEAR WALLS (APPLY 70 WALLS SPCGIPIC.ALLY N01SD) 1) APA RATED SHEATHING EXPI / EXP2 / EXT OR C-C / G -D / STRUCT. 11 PLYWOOD. 2) STRUCT. 1 APA RATED SHEATHING EXPI / EXT OR STRUCT. I PLYWOOD. 3) PROVIDE 3x'5 (7b MM) AT ADJOINING PANEL E126E5 W/ NAILS STA66ERED 4) PROVIDE MINIMUM 5x (76 MM) BLOGKINcS OR J015T5 BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA66ERED. 5) WALLS WITH 6REATER THAN 350 PLF REQUIRE A MINIMUM OF A 3x SILL PATE TO COMPLY WITH FOOTNOTE 3 OF TABLE 23- 11 -1 -1 6) FRAMIN6 TO BE A MAXIMUM OF 16 IN (610 MM) O.G. FOR SHEAR WALLS 1 AND 2. 7) PROVIDE NAILIN6 AT INTERMEDIATE SUPPORTS THE SAME AS ED6E NAILING IN SHEAR WALLS THAT USE bee (SHEAR WALLS 1 AND 2). 8) FOR SHEAR WALLS 2, 7, 8, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL BE STAGGERED. PPR • J. COMP. SHANSLES 0/ 15 LB. FELT 0/ In' GDx •LY /MOOD OR CEDAR SHAKES 0/ 50 LB. PELT INTERWOVEN 0/ 1X6 SPACED &CATN4INO 0/ 2X RAPIERS ow -mim s • 24' O.G. INSULATION DAME EXTEND 12• AI N. IN SUL. 1 In' GLR. AIRSPACE VENTED 2X OLOCKING, W/ TOENAIL PER USG TABLE 29-11- 8-1 HOLDOI"64 SCHEME SIMP SON 67141016 TIE NOLOOPN SIM PS ON 2000 GATALOi FOUNDATION LEVEL HD HOEDOWN * TYPE 5THD8 STHDIO 2) LSTHDB 5THDI4 2) STHDIO 2) STHDI4 HDIOA HDI4A HD15 STUD TYPE (2) 2X_ (2) 2x_ (4) 2X_ (2) 2X_ (4) 2X_ (4) 2X_ 6X_ 6X_ 6X_ FASTENER TO STUD ANCHOR BOLT (24) Ibd (23) Ibd (24) Ibd - ( ( 38) Ibd �8) Ibd (38) Ibd (4) 1/8' m 1/8" (4) I" (5) I" I' m I -1/4' m •R 111 eFECTES GAP KIPS 23'3 2.94 3.65 4.43 5.48 b.86 9.90 19.38 15.30 DETAIL NUMBER NOLD0014 SCHEME SIMreoN STRONIS TIE HIOLDoi 4 SIMrSON 9000 CATAL0• OTHER LEVELS HD 1, MOLDOWV } TYPE 0518 (2) 0520 1 (2) 0518 (2) 0516 MST60 (2) M5T3 (2) M3T48 (2) M5T6o 14015 STUD TYPE 2X_ (2) 2X_ (2) 2x_ (2) 2X_ 5x_ (2) 3X_ (2) 3X_ (2) 5X_ 6X_ FASTENER TO STUD (18) IOd (16) 8d EA (18) 10d EA (28) 8d EA - 756) Ibd EA (42) Ibd EA (46) Ibd EA (56) 16d EA (5) 1m TIE ROD 5/4' OR. III SPECIES GAP KIPS 1.27 2.01 2.54 3.30 5.80 1.63 8.42 11.60 15.90 DETAIL NUMBER N0LD01'MN NOTES 613 ERAL. NOTES A) MINIMUM GONORETE GOMPRESIVE STRENGTH TO BE 2.5 K51 (17.2 MPs). B) REFER TO MANUFACTURERS' GATALO65 FOR MINIMUM DISTANCE TO FOUN4DATiON CORNER G) REFER TO MANUFACTURERS' OATAL065 FOR MINIMUM MEMBER BACKING SIZE. D) REFER TO MANUFACTURERS' GATALO65 FOR ANCHOR BOLT EMBEDMENT DEPTH. E) POSTS AT HOLDO/W= 2X 4 4X (38rrmX 4l 89armX) _ _ _ N2 OR BETTER 6X ( 14OmnX ) _ _ _ *I OR BETTER F) THE ANCHOR TYPE HOLDOMS AT OTHER LEVELS SHALL HAVE A PAIR, ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) 115E 5THD8RJ FOR 5THD8, STHDIORJ FOR STH010, AND STHDI4RJ FOR STH12I4 WHERE RIM JOISTS ARE INSTALLED. (H) THE STUD FASTENER FOR STHD'S SHALL BE Ibd SINKERS. (I) MINIMUM STEM WALL TO BE 6" WIDE FOR 1 -STORY BUILDINGS, 8' WIDE FOR BUILDIN65 HAVIN6 2 OR MORE STORIES SOAP PIMP* MaSnSP MP. CITY O T Sti U b Z0U1 PERMIT CENTER v 1 1 a , CM Bail S DRAWN: T.E.S. DCI NO: 01855 DATE: 11/6/01 's• o i l y L p 1 ExbIRES 11 i 0 Cl OF 1 SHEETS 15' 5.5' 9.5' i5 ' 5.5' 9.5' 15' 1n, 5.5' 9.5' b 15' r : 2 1O C M � N � r to 10 I 1 PROPOSED / PLAN 1254A/1 � MIN. FF EL. =11.4 1 POTENT AL DOWNSPOJT AND FCCT:NG DRA N STLB. TYP r STORM DRA:N SYSTEM DESIGN I AND COORDINATION BY OTHERS. GRAPHIC SCALE 10 20 ( IN FEET ) l inch = 10 ft. 100.00' 100.30' 54' 54' 3' '7' 24" E PROPOSED PLAN 1254A/1 MIN. FF EL. =11.4 / / / / / / / / / // /// PROPOSED / PLAN 1254A 1 GARAGE / FF EL. =1 .4 _- BUILDING SETBACK LINE. TY. ss ////// / / GARAGE S 9'17'24 " 59'17' "E _ _ ///////// SS 100.00' S 9' 17' 24" E TO LOT 35 LOT 35 NOTE: ALL SIDE SEWERS TO BE AT 2% MIN. SLOPE CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE LINE AT WATER /SEWER CROSSING. LOT 34 GARAGE NW 1/4, SE 1/4, SEC 10, TWP 23 N, RGE 4 E, W.M. 8.5' w i 8.5' 8.5' 10' PRIVATE SEWER EASEMENT 6" CLEAN -OUT 6" 45' BEND 6" X 4" REDUCER TO LOT 34 ss 4" SIDE SEWER - � ' 6" CLEAN OUT 30' ✓ a 10, DRIVEWAY •, o • ° Q LOT36 2' - EXISTING EDGE OF ASPHALT 10.57'± , R/W o Q a ° e 10' DRIVEWAY ` g N 22 5'± Ex. ASPHALT R5' TYP. ° 3/4" WATER METERS COMM J TRENCH ON .a SEE ENLARGED PLAN FOR CONNECTION DETAILS IN THIS AREA SS 30' 6" WYE EXIST. SS STUB STA. 13 +49.9 DEPTH AT LOT LINE = 5'± R/W •1 5 ' 5' --1 VI � I R/W SEWER SERVICE CONNECTION ENLARGED PLAN N.T.S. 6" X 4" REDUCER o ` a 32 LFi 6" PVC 10' 3/4" WATER METER 4" SIDE SEWER REMOVE STUB CAP AND INSTALL 6" TEST TEE - 4 EXISTING 6" PVC SEWER STUB 25' 3/4" WATER METER 1 C/L EX:ST. SS STUB 1 ,.. I :_— STA. 12+78 DEPTH AT LOT LINE = 5's 0 0 1 + i CAI. t 1 ; '1i- •I,� j i 1 TEMP. SITE 'BENCHMARK ' SET PK NAIL IN ASPHALT I(APPROX. LOCATION) X ELEV. = 13.94 R/W 1 I W SS rbnc ha Ike, arm standards. 1'zittT^3 whisk Fled sran2ards s. :Le adequacy Additia_ - after this F to ss-M vo id .4r s will re resubmitttel of wed einewho 6scgz.:cc "ipproral. P' Wriae is subject o Aeld / . tic Wachs Wilkie! ksPeCtat by Date:- AtY E X. CONC. DRIVLWAY 1 E x. CONC. SIDE WALK 2 (( OZ EXIST. SSMH #1334 -5A STA. 13 +49.9, 2.5' LT. �` r Er r the Put+ or r toP'fortmr a with l - c r. f -` c subject to �rtea , ts ors sad got ''r , ripbtioas of or p I The re pub i 1 f[ the a t7 del totally am of b these with the i 1 1 EX. CONC. SIDEWALK ' STREET LIGHT WATER METER FIRE HYDRANT SPOT ELEVATION cei SYMBOL LEGEND O EXISTING FIRE HYDRANT ASSEMBLY. MAY REQUIRE RELOCATION IF 'THERE IS A CONFUCT WITH THE PROPOSED DRIVEWAY LOCATION. ® CONNECTIONS TO BE MADE TO EXISTING STUB OUT. E XISTING PROPOSED DESCRIPTION UNDERGROUND POWER WATER (SIZE AS NOTED) GAS SANITARY SEWER STORM DRAWING NOTES PLAN viEvi DRAWING PROVIDED TO DUNCANCSON 00 ' BY DESIGNS jNJMeTED INC. 2. DUNCANSOP' COMPANY :AC. HAS NOT PERFORMED A SURVEY FOR , O'S 34, 35. & 36 CF ALLEN TO'IMv A��ITICN_ DCI ACCEPTS NO LIAB -LITY FOR 'HE BG:NDARIES SHOWN FOR THESE LOTS. 3. STORM DRAINAGE CONNECTIONS SHOWN FOR POTENTIAL LOCATION ONLY. STORM DRAINAGE DESIGN IS BY OTHERS. DUNCANSON COMPANY, INC. ACCEPTS NO LIABILITY FOR THE STORM DRAINAGE FACILITIES DESIGNED FOR LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. 4. EXISTINZ SI ?E SEWER STLBS AT STATIONS 13 +49.9 AND 12+78 ARE TO BE USED TO SEWER LOTS 34, 35. & 36 OF ALLENTOWN ADDITION. LOTS 34 & 35 ARE TO SHARE THE EXISTING STUB AT STA. 13+49.9 WITH A SANITARY SEWER EASEMENT TO BE CONVEYED OVER LOT 34 FOR THE SIDE SEWER TO BENEFIT LOT 35. 5. EXISTING WATER MAIN IS TO BE WET TAPPED FOR EACH NEW BUILDING SITE ON LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. WATER SERVICE LINES TO LOTS 35 AND 36 ARE TO BE LAID IN A COMMON TRENCH TO MINIMIZE THE OPEN CUT OF 47TH AVE. S. 6. LOTS 34, 35, & 36 OF ALLENTOWN A ARE WITHIN THE ALLENTOWN FLOOD PRONE AREA DESIGNATION. MINIMUM FINISHED FLOOR ELEVATION SHALL BE AT 11.4 FT. (NGVD 1929 DAT,;M); ONE FOOT ABOVE THE 100 -YR FLOOD /BASE FLOOD ELEVATION AS SPECIFIED BY CITY OF TUKWLA FLOOD ZONE ORDNANCE (ORDINANCE NO. 1462), AND CITY OF T.KWiLA PUBLIC WORKS DEPARTMENT POLICY 2000 -01. 7. BUILDING SETBACK REQUIREMENTS REFLECTED ON THE PLAN ARE AS FOLLOWS: A. FRONT = 30 FT. B. SIDE = 5 FT. (ON BOTH SIDES) C. BACK = 10 FT. CONTACT INFORMATION DEVELOPER: ARCHITECT: CIVIL ENGINEER: LEGAL DESCRIPTIONS SITE INFORMATION LOT 34: TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: LOT 35: TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: LOT 36; TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: PEACH TREE DEVELOPMENTS 1728 157TH A.VE. N.E. BELLEVUE, WA 98008 (206) 715 -8899 CONTACT: CHRIS BROOKS DESIGNS UNLIM TED, INC. 19613 81ST AVE. S., SUITE F KENT, WA 98032 (253) 872 -258C CONTACT: VERN DUNCANSON COMPANY, INC. 145 S.W. 155TH ST., SUITE 102 SEATTLE, WA 98166 (206) 244 -4141 CONTACT: JEFF DYE LOT 34 LOT 34, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 35 LOT 35, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 36 LOT 36, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. 12227 47TH AVE. 5. TUKWILA, WA 98178 D01 -289 12225 47TH AVE. S. TUKWILA, WA 98178 D01 -288 LTR# RECEIVED CITY OF TUKW 12223 47TH AVE. S. [,;A 0 9 2OC TUKWILA, WA 98178 D01-287 PERMIT CE1lTEH VERTICAL CONTROL ESTABLISHED BY GPS. BENCHMARK IS "HAFF" DISK MARKED "HORIZONTAL CONTROL DISK - HAFF 1990" SET IN CONCRETE MOUND AT THE NORTHEAST CORNER OF PARKING LOT OF THE KING COUNTY PUBLIC WORKS FACILITY IN RENTON. ELEV.= 337.37' UNDERGROUND UTIL THE AREA AND ITIES UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Company, Inc. 145 SW 111th Sower. Sage 102 Stank. Washiwhuw 96166 Phone 206- 244 4141 Fax 206 244 445: w I— < 0 O z Z 0 D D z 0 z w J J co W 00 • LL j r > W O � Q W r LU 00 N > U AW Q J W -J 0 4 170 I c M \TUKWILA\95675\ASBUILT \PHASE1\SHT16 12/19/97 16: 44: 11 RVS S.S.M.H. #1334-5 STA. 9+98, 2 LT RIM EL=111.58 IE =104.40 8" PVC W IE =104.42 r PVC E IE =104.28 Er PVC S S.S.M.H. #1334-5A STA. 13+49.9, 2.5' LT RIM EL=113.80 IE =105.90 8 PVC N IE =105.79 r PVC W (STUB) IE =105.88 8" PVC S & E 0 c0 co 0' 0 -& to co 0 0 0 uI CITY OF TUKWILA KING COUNTY WASHINGTON ALLENTOWN WATER & SEWER SYSTEM IMPROVEMENTS (PHASE 1) PLAN AND PROFILE CA 11 4- P 0) Co g . 141 - v . 51, 21'" Ht RM: Q01_vRT CO, MATCH: LINE :SEE: SHEET :17 S, N S N z .71 .... • • • • . ...... • • -4— SEWE — R PIPE DEPTH=5" 0 A ri N 09 8 g z 2 0 0 No. REVISION DATE APPD STA. 13+49.9 STA. 13+99 DEPTH=5.5" STA. 11+37 DEPTH-4.5 ••• •••• .■■■■• STA. 11+89 Cur,c. 10 DI WATERMAIN 249.0 LF r PV STA 10+72 //////////// ////// . --- S.S.M.H. •1334-5A STA. 13+49.9, 2.5' LT 23 1 DATE: JUNE, 1996 040' H SCALE: is. 5. v DRAWN: R.L.O. DESIGNED: S.P.O. APPROVED: T.J.O. 'MI 1 I cc . s2 HOPE 0 I I _ T MATCH LINE SEE SHEET 17 '•'9•11, 249.3 LF 8" PVC SEWER PIPE \. STA. 10+ 40 ' DEPTH= 5.5' 91 1:1 S.S.M.H. p334-5 STA. 9+98, 2' LT (SEE SHEET 4) DEPTH= STA. 11+18 SI vp STA. 10+83 /7777777//777i, „ e Cone STA. 11+7 STA. 13+49.9 0 0 / 41/ a0 enray ar Orelborne, CONSULTING ENGINEERS 701 DEXTER AVENUE NORM SUITE 200 SEATTLE. WASH1NOTON 91109 • (206) 2841.-4119 ••••••-••• 1