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HomeMy WebLinkAboutPermit D02-133 - FOSTER HEIGHTS - LOT 6 NEW SINGLE FAMILY RESIDENCEFOSTER HEIGHTS LOT 6 4809 S 145' ST D02-133 , . \'f.♦ - ..` t w • i ty f , C1 � o Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 2610000060 Permit Number: D02 -133 \. H w rc Address: 4809 S 145 ST TUKW Issue Date: 08/06/2002 W U Suite No: Permit Expires On: 02/02/2003 U O co 0 Tenant: Name: FOSTER HEIGHTS - LOT 6 -J H A 4809 S 145 ST, TUKWILA WA N LL W DESCRIPTION OF WORK: Z: 0 CONSTRUCTION OF A NEW 2,340 SQ FT SINGLE FAMILY RESIDENCE, 412 SQ FT ATTACHED GARAGE AND 60 SQ FT U N COVERED DECK AREA. 0 H PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING AND STORM DRAINAGE. PROJECT ON VAL Z I. VUE SEWER AND WATER DISTRICT #125 WATER. LANDSCAPING SHALL BE PER ATTACHED PLAN SHEET L -1 OF 1. t Value of Construction: $222,491.20 Fees Collected: $2,940.21 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N i r > Hauling: N Start Time: End Time ;;;.� Land Altering: Y Volumes: Cut 112 c.y. Fill 112 c.y. 4 .,; Landscape Irrigation: N , " °a" Moving Oversize Load: N Start Time End Time: ;, � ' ` ` Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: `` ")`" "� . Storm Drainage: Y 3 tf, ,` ' tll Street Use: N �,,` '� Water Main Extension: N Private: Public: s "z' . Water Meter: l :f t c doc: Devperm D02 -133 Printed: 08 -06 -2002 E ., . ,._.&...._ .-..u.aw..}.• +... c..... .., .. 1 - ' • ••• . 2 t Z Permit Center Authorized Signature: l.� Date: c?""‘ -71Z rt I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 6 m ordinances governing this work will be complied with, whether specified herein or not. U O The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w W ' regulating construction or t e performance of work. I am authorized to sign and obtain this development permit. _11.- NLL. w 0 ; Signature: u- % Date: g� 'e z 2aa � Print Name: �UG - ,���_ = W F ... This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is Z H : suspended or abandoned for a period of 180 days from the last inspection. Z O W gs I :c U O— O H .. = U I— —. LL O I ul 0 — F . (' O I j e . is .), 1 P... 1 l• .--- ,. { nu4.: ,.i" ' v V4:::2 e . '1:`::::' 7 � s mm } iv,, r......,*24: doc• Devperm 002 -133 Printed: 08 -06 -2002 { a.. ., ;, . - '. \ &s fel%A. IN ---, ,., C it of lukwlla t Department of Community Development / 6300 Southcenter BL, Suite 100/Tukwila, WA 98188 / (206) 431 -3670 • PERMIT CONDITIONS Z Parcel No.: 2610000060 Permit Number: D02 -133 1- z signature of a Washington State Professional Engineer. �. i 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification z ■ showing the fire performance U N rating thereof. H 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code z (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to • give authority to violate . or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 1 Ell '`' 17: ** *PUBLIC WORKS DEPARTMENT * ** , . 4f'; mss` 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of _, {-' ' work at least 24 hours in advance.( ,�. 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into -' existing drainage facilities. g g ; 2. ; �j ; j tj 20: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and L ; • V ", prior to the Final Inspection. 21: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or:i't� more and will be unworked for • ,': r Oki . greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. `"`•• ri^' s doc: Conditions D02 -133 Printed: 08 -06 -2002 �m r yk, Gi , \‘ " , 'a ye '°--., �-•.. ii, N City of ri ' k il Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , Covered material must be . stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and . z following storms. 22: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All \ ' ,,- z disturbed areas of the site shall be re permanently stabilized prior to final construction approval. 6 o 23: APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM . w 0 CONSULTANTS INC., DATED FEB 10, 1998. EARTH CONSSULTANTS INC., WHO BECAME THE NEW GEOTECHNICAL W = ENGINERR FOR THIS PROJECT, SHALL OBSERVE THE IMPLEMENTATION OF -J I- THE SFR PLANS DURING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED TO PUBLIC WORKS AN A TIMELY MANNER O W AND SHALL INCLUDE: 2 A) TEMPORARY EROSION CONTROL AND EXCAVATION B) IMPLEMENTATIONS OF FOOTINGS, RETAINING WALLS, DRIVEWAY PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM, L AND PLACEMENT OF BACKFILL. N C, PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER SHALL PROVIDE CERTIFICATION ON A LOT BY LOT BASIS I _ ; ; THAT HTE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE ? I- WITH GEOTECHNICAL RECOMMENDATIONS - REFER TO FEB. 10, 1998 GEOTECHNICAL EVALUATION PREPARED BY z O GEOSPECTRUM CONSULTANTS, INC., P.O. BOX 276, ISSAQAH, WA U LLI 98027 -0276, PHONE NO. (425)391 -4228. 24: LANDSCAPING TREES SHALL BE INSTALLED PER ATTACHED PLAN SHEET L1 OF 1. DUE TO CITRUS LONGHORNEDBEETLE U N QUARANTINE, APPLICANT SHALL CONTACT CAROL LUMB, TUKWILA p E- SENIOR PLANNER, w w • • DEPARTMENT OF COMMUNITY DEVELOPMENT AT (206) H 431 -3661 BEFORE PLANTING ANY TREES. u.. 25: Acknowledge receiving a copy of the State of Washington Department of Agriculture's Quarantine Order for the Citrus iii Z Longhorned Beetle. U r_- F: • Z i 1 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances • governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws • regulating construction or the performance of work. Signature: �� Date: g -- ©Z— • Print Name: A. / / ,e— _ , Fre , kli ,'! i . arm *VW 1` . 0 ') doc: Conditions D02 -133 Printed: 08 -06 -2002 1, �" y;�,� ;=:h K • err 10W.wr, . .......•.+ w+ nxzsv Ex.uaen kl+t ' *waswe....+ «. - .. .R;.,� 1 w ' • R STAFF USE ONLY ( ,) , ; o Permit Center Project Number: � 1ia = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 il, /33 fig (206) 431 - 3670 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. Project Nameffenant: 1 ' ---. !� Value of Co s uction: s1 t �1E1„vtt _ ©oa Site Address: i8�,, �s...., i --.D Cate/Zip: xia� m er: Property Owner: , - Phone: f Lo tilC. Ct —v S i - ° %Li1 e \_ cD 9c) �, 1 S'c- a, Street Addres City State /Zip: Fax #: 1k ay vog Y. ► . L t.CLR1/4,0 Lori- e D;O 3 0 -o a. k c S Contractor: Phone: 1W1€ Street Address: City State /Zip: Fax #: Gj vJl , Architect: �. � �1 D Oz-c-�1 G`� tom- o Phone: ?:, l.e l � 10 L A Street Address: i City State /Zip: Fax #: MRCS asp 'L. t; , ,D1- ' Oya, S( v.-t-c Engineer: Ph z Phone: 'E C - Et --� tlt�G, �.. 3Le_ cD q-g-Lo Lc) R - Street Addr ss: City tate /Zip: Fax #: Z 72128 �� vi i . 1 6LAC -1- D614,0zA6 i & k e I Z Contact Person: Phone: tY w C .fh fit, 6 2 S 3 x.3 I 1p Ce to L' D Street Address: Ci State /Zip: Fax #: -J U k a o 5 5 2 SS 4^ N L. VeN 1 ,1,, Iv 0 Li c N o co w Description of work to be done: FZLA0 G� 7 Q J H 7 - Z- - ) /v #5 V I- w O Type of work: New Single - Family Residence ❑ Ad dition - Single-Family Residence Q r- ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* u_ Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) (.0 d 71 Deck(s) - Covered & Uncovered 71 Residential Reroof I=— w by: Sewe Z F- Is this site served b y ❑Septic (King County Health Dept. approval requi - 296 -4722) l• O Existing Square Footage for Structure: sq. ft. Dwelling �� �- 4> sq. ft. Covered Deck(s) W t j s ft. Garage/Carport s ft. Accessory Structure(s) sq. ft. Uncovered Deck D 0 q• sq. Y () q• U p Proposed New Square Footage: 031tjsq. ft. Dwelling sq. ft. Covered Deck(s) 0 co sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck = w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) , " . l., 4-3 , �p I O *For an Accessory dwelling, provide the following: W Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U R- * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z ~ I APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ 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- ?r ‘. ;,:: ; 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- P by building may by applicant period exceeding days upon !` , 1 ire b limitation. The buildin official ma extend the time for action b the a licant fora eriod not exceedin 180 da s u on � `. 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. si . Date application accepted: Date application expires: Application taken by: (initials) 1' t L :,... 1) , PLEASE SIGN BACK OF APPLICATION FORM `ril.. - , SFPERMIT.DOC 2/13/97 ""! .:+ ^ i J t ` . . kr'. '4R i v,; .SH \ ...r. i .o-wa. x�,•, i. "`r4 .°st . 'tawxan.Hn•- n. .,... .. ..............,. _. _..... ... .. _ , ` , - - - — , _ , high water mark. w O 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). CO D ❑ ❑ Foundation plan and details I W ❑ ❑ Floor plan Z ❑ ❑ Roof plan z 0 ❑ CI Building elevations (all views) 2 D ❑ ❑ Building height v 0 ❑ ❑ Building cross - section O— o I— I 0 ❑ Structural framing plans and details necessary to completely describe construction = v ' ❑ • ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available u p at Permit Center OR Prescr Heating System Sizing Chap 9 Form H -6. Iii Z Uco ❑ CI Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, 0 H Variance, Shoreline or Tree Permit). z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building wner /Authorized Agent If the applicant is other than the owner, registered architect /en ineer or contractor licensed ,f'7, 9 9 ent PP 9 g r, r by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and ` :';,,mil obtain the permit will be required as part of this submittal. , ;.a ; ` I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF a f in : PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNERr AUTVRIZED ENT: / ---- ;ad: " t- /. Date: Signature: // 37c' Print name: . C _ ,el 2 7-6:_ ` /6 ax #: _C2k`t'L_ P 1 f Address: /4Z S g5-s-- ' Ci I ty �lT �vA' G i gg"" �.. SFPERMIT.DOC 2/13/97 � _ s ,.7�.rn , i4►!; .� P '.. .� '...,•.• ,. :�..., , .. ,.., ..(.;y ',v,;; ,:,pt'shii,p z, ,l Y ih:�d'.k:.h, , . e c;14d•.`!4J5uy .�VU1,5,.c�a'4ti, RYA: . �e+�w+. ww,.� u •....... ,_ .,..�•. .... ... _, .. .. . .. + - , _ w '� a ", Cit of Tukwila 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 ` z RECEIPT : 1 ,t_ z re W Parcel No.: 2610000060 Permit Number: D02 -133 U p Address: 4809 S 145 ST TUKW Status: PENDING 0 Suite No: Applied Date: 05/13/2002 w H , . , • _-- { _ , - Z • 1i- \.. I.,, W CL 2 J D U O 0 0 INSPECTION RECORD w w i Retain a copy with permit , DOS-133 1._ INSPECTION N0. PERMIT NO. w u. W CITY OF TUKWILA BUILDING DIVISION a I_ 6300 Southcenter Blvd., #100, Tukwila WA 98188 (206)431 -3670 g 5 Project: Type of Inspection: N � F05+0,... �1 Q 1 ��� ,x� J = W + Address: Date Called: Z = l i$ ol 5 1142.141 St 6- Zb -03 1 Special Instructions: Date Wanted: 6 a.m. Z 0 LOt 6 - 27 - wW It Requester: ID a r re r 0 N Phone No: O -- I 2.53- -- 606- 0077 g W 0 a Approved per applicable codes. El Corrections required prior to approval. 1 I"' o COMMENTS: 111 U= I 7 I— G ) IP �d �Zi - L--�u ( A. ..... Z t i t- I - ■ I 1 . 1 51) 1._ t. I 1 i ' ( 27/? V{v►- , J( Gam -,,. , ' : Y �. ` ' • L ,. I : �R�vr ryrgy1 • I ,rGatyri }�ti'f. 9 1 Inspector: ' / Date: ` - ;r 3 a Y R ?/ ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i r , :. P I ; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n� 1 Receipt No.: Date: 1 ,, c 'e e' i . ' - ~ . ..\ . -^. U) ILI Retain a copy with permit IJin-- 1 (1) U. INSPECT! NO. PERMIT iir , 0 .. CITY OF TUKWILA BUILDING DIVISION -.. , 4 ,i 2 In ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 , P:fte4 • , 1 .., " ft Type of Inspection: , ( 1. ) . (21 , j -0 & A....LRAL F... II Ad c Date Called:v Z I— ts Special Instructions: Date Wanted: CLId 1 Z I-- , Requester: D CI pproved per applicable codes. El Corrections required prior to approval. , LI 0 d 4: ,., V-- ra vt,..., r \ el- °t Pr ° u'd 1 , c ,,,.,, -- 3_...v,cL.ArA-\--‘ 0 v \ ' a NI r 0 Ve V k vv.\ - . 1/ leN A Co 011,i-,9 , - , ,,,,,,,,,,,,, ,..._, ,,,,,:,,,,,,...,,,.. Zif11 CI E ° \ I---- - \ "1-) V \ v \ .61 i , ,,,t,t ' Ft . pi , ,,, ? 4/ 1 st4-41/44 ,t0e1 ,,,, t„,i ,•,,, l am, VIll,44. , v .,...,r:e" -- V s ; t 1) ' ... ? ,,cpiliv. a , Date: b ... , El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ., , . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,i b..,,,,,, . - -_ —_ -- - - - -� ' . \- Z i. W CL r - - „ \ . , . ;` ' Z \ Z Ce g . .., r a, .. ... .... .. ebt:!, 4t ; , ... ✓ii+Si #d;L:«2 A.k: .a. yri,Y:d, %e>;,ii, {,d,k1iy;a'ba F " .fo-bS: S. - , . , ■ . , 4 EiLA. " , r i fig au ,:. •; .., _ ins p . ctor: Date: '' Ce,..s"... „. I 1.--pt. - //— ..""-- — 6 i )firt tzkr , Ai 47.00 REINSPECT! N FEE REQUIRED. Ppito inspection, fee must be ' - Y6re.;Y:473 id at b300 Southce ter Blvd., Suite 100. Call to schedule remspection. paid ',..: • eceipt No.: Date: L ......,..1_,....,.......„ ..,...,,..-,,,,,,,..„..,,,,„,...,,e.t. , , ‘ . , - -4, -Cr 5. s \ . , . \ 4 ! • Z \, • I F.. Z , 6 5 _I c.) 0 INSPECTION RECORD 0 u) 0 - SP ' co w .c.,..._. Retain a copy with permit )0,2/..33' ILI i fi l -, INSPEC ON NO PERMIT N ea I— CA LL, )- '' ":'-, CITY OF TUKWILA BUILDING DIVISION i /I — uj 0 ;;': 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 g 5 Projgct: , •, / I Type of Inspection: , F A/ill/kJ (j) — CI Ad r sr; ,..1 4 o "i (.., Date Called: I '. ,e " . ,.:',:-. ' COY S, /zi5 Sr 2, / / - 5- 0 2. '. I .. • • Z 1.- Special Instructions . Date Wanted: a.m. / / - 5— 0 - 2 P.m. I— 0 Z I— Requester 1.11 W . , . . P 19 2 / / 1 2 n n CI Phone No (-) U) 0 — CI H , . ,. . ; 11.1 u i El Approved per applicable codes. ctorrections required prior to approval. 1 1 (..) . --. ... . . . i"-- 11 0 COMMENTS: 1 ...; 1 . z ,...-,:,;.. Re, hew er ci/ c/' A )0(p/e ra/c2 i 1 , :,- : : :' 13 ,»t-1 ,L7t/ C.-,..4.1- .... 1 , z •s' Pos I .,,,,. ...... . , Ael OrM/A./gal 9 /I) a -7 C) i E:s .' ''....• '• 7 1_ . " e z i A ) c y "7-7,07,1.6v -1 ..... - ti - 7 C 1) t ::: 7- , id A /di s .-,*. 11 . .„, e--- 11) 4; // ' e A. A . A ..... . ..a .. ! 1 . 1:' 's :%::- iLl 0 - ; • i ivse 0 bo--Aiiv - -7 - / eryti 5 Aff7e0 h 1 .. .... .., ;23(04---A-7.2- •-zo 67:s72- i '.. /‘° / %I :_ci el 1 : I / it i .5'-/,07;;Z — j 1 el / ' / g Pr 1-7 1/4" ( Pe - AI ) riq 4 7 P 42_3' (A A 777 (1 a <Pt 4 eS S e pc=it//k1 I Y 'i ':,'?,1 ;;• 7 -.. e 7 -ofziN a Ip4e, eN1-C... /-1/P 7 , cD2 4/. /6/ ,d r • ..:,.., Zispe tor: Date: 1 ,c.;;.1 c.eA....)r.t, 1/- --- 47.00 REINSPECTIQtN FEE REQUIRED. F')Zr to inspection, fee must be , VIOM paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . vrooi ral,":' • ::.-. . Receipt No.: Date: , , -,. ,, ,3., ..,-, . , -:-..,..1, ,-,-,..'.!... : ..i.,,- - v , ;; , ,',.,._ - , . vr---- l' . T:•" -C g 2 ;,kiz.,!,? . :',t.-• „t z ...;;:,:i„;:.„;.L„4,..;,i,„..,.,,,.„—,..,;, , ......,4, 1,•• , .. ,' , ............----- -- , _ - . ...\ . . Z < • I I \ til OG 2 6 D _.1 0 0 0 • . . . ■ • W CI W ILI :- : 1' :‘ : - INSPECTION RECORD w i t,'.:',. , , 02-/33 0 u) u_ .$;',., ' Retain a copy with permit 0 *' • , . INSPECT N NO PERMIT Av . / u.I Es=',-- , CITY OF TUKWILA BUILDING DIVISION A; ' g n 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u_ 4 u) D :,',,;: Pr . -. / •.. L ../...‹,. Type of Inspection: = 0 J.. .-, • f o f il 1 U n___..- z t-_-_RAmAiez, F.- til i • Address: ,. = til / 1 Date ailed: .‘. .z. 4 /A . or-1 5. / Y.5 s-r- / / —5 —4.) z i— ......4 ', t ! .,., - - . ‘,. ''' ' .' ' ' ■ , .- e r" - ""k" 1 w 0 I Z ., ,`, ' .t.,t , . \ ,1— Z /t :i 7 re a , , 1 -I C.) P IS PECTION RECORD COw Retain a copy with permit INSPE ON N PERMIT N0. , CITY OF TUKWILA BUILDING DIVISION ' \b" W O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 670 g d Project: Type of nspection• Q 3 f 05 /E / / - 1 c % G 0 M / ri/6 N n Address: Date Called: a 112707 S //s to 3u - oz- Z = . Special Instructions: Date Wanted: 2 a.m. — F- . / 0 31 p.m. u LU Requester: W p 'l uL D Ci 'A , Phone No' . 0 9 =W , a A pproved per applicable codes. Corrections required prior to approval. I. H COMMENTS: - O . tii Z U to / Z 1 /C 4 /).--e) • 01 . el/9, / i -'t' I nspector: Date: `try ° •, 't $47.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be i . paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. i. i p p Receipt No.: Date: '```" . _ W' ,- ` • -, . , 4. F , ■ ' - - . \ . • .... \I I ■ Z \_ . An' ..,, ...„, ,, , W r‘ 2 f , 6 m ...1 c.) .., 0 0 ....,_ _ ) . _. • -; _ co a r • INSPECTION RECORD ILI i :. -J F- ri, .k. , Retain a copy with permit b 02 -" 7.- 1 3 w u. INSPECTION NO. PERMIT NO. uj 0 CITY OF TUKWILA BUILDING DIVISION 2 ?- g 5- 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 . U) pro'ect: Type of Inspection: — ..J2 , 1 4CA c147 S w .., A dres , i Date called: Z 56 1 LicTk .- S/01- ..- Special instructions: Date wanted. , N.../ ':1 LLI uj P.m., •..1.: 2 D ..,-.'! Requester: D iadllAcY-ot D 0 Lot & i A J50/L.4 f x r e.,.,.,t)i-- 1 :': (.) u) o — , Phone: 0 I— - 79 .- . 2 07"C ., I 0 il Approved per applicable codes. El Corrections required prior to approval. P Z ) COMMENTS _ - . lii 0 U) % 1 1 7— 1 cY2-.. D , 5 . . z -......, ii '.- • t \.) 4,- k., 6f1-4.•4 i-A 6 (i1 G oauc-c ((A&-() 7) c 5"rl 6K , . . . ., t. • , 4 ''','• 1 . - ., • . ''• • 1 [ , - 1 . 4 ••• I r . : . . .,. 1. Inspector: Date: c . , ),.. j ,„,.., , r• CAI Ai 1, <;ii ,.;,. al...,..- , 1 l . El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 03++11,74q1 f 1 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 1 v3 1 • I Receipt No: Date: i .F•,..T:14. ■ .. , , -- . W O COMMENTS: Z 0I-- 5y.' ::: qT - ?( ©t-- D i `), rr\c, . R c- -m , N ,\J , Z ( c CL4A.PA i r at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 ' x , k I I Receipt No Date: I 'r, r "' it'";m; y b !, e + • . Z • \1, S Z '~ W et JU t�3 N 0 ''\ I I Z f 1; `n ` Z' ..: W I 0 t ' o A 0 INSPECTION RECORD •-'• I � � w = Retain a copy with permit O O a Gi _i ; INSPE ON NO. PERMIT NO. )/ 1- CITY OF TUKWILA BUILDING DIVISION _ 2 ?}- . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � 7 J Q Project: Type of I pection• CO Address: Date Called: I — _ I °tc � g( ?o /o,. Z Special Instructions. _ Date Wanted:. a, F- O /Or 1p,� .). zF- ~ ` Reque t r: 2 Ill m --r a _.,,,,..v ,,,2, i:._ ''._ D a Phone No 0 0 ( >> l el)L P -Q D w ~ = 0 El Approved per applicable codes. `Corrections required. prior to approval. F- COMMENTS: 1 uj Z co ' ': ' 0 4LefiggrA4 F- _ Z 2/77-7i 4e "9 // ' ' O I- AAc,I T / v / t� / ( : 2 ,. ' - /'4 P : ::, Z ; 7 - o i; ,4(0,a/4(; "o 'Pew ea414. a 7/.4 KJ // /./7 ,•ie �� "7 s- TI 19 I / P A/ r7(0 -r� ,2 e- '`,l� .► „, I ' C4) ?/W/ rt04 e_94,d - ( /q; / / ' I . 4140 7 tA,s.� /./1/1 / 1 y e lcz -c,t, I ? Hb - & kx� ' .5, : 2/e 1' ,1=C4':' 1 ` . C 4 °T ° y %� i t , t a... ,.: , '. z1 i. ;Z t4 -�? 1 ii pector: - --- Date: M . t . , 1 $47.00 REINSPECT E REQ UIRED. Prior o inspection, fee must be f ,v ; paid,at 6300 Southcenter Blvd., Suite 100. II to schedule reinspection: I Receipt No.: Date: 3 .' p. ., • ..... .. � � _ . , 4,, , -•••••••• - - , _ . .‘\ . z 1...: \., %. II- i-- Z 11J re 2 6 m ( Z \,.. ,• Z 6 ..._ • 5 � 00 °` INS PECTION RECORD co = 4.T Q c>a --/3 _ 1 ■ __ _.. .- _ ..-- \ I ll ... / Z \ .. WI r‘ 1 'C '. " :' . , • : • ', * •• . • "1. 6 D . ...i 0, O ‘....• (J) ILI w I ` , ' ' . ' • . INSPECTION RECORD bi /.35 :..._ I !: • :. . , _.. 0 IL 5' Retain a copy with perm, ' . •;.';''';'. NSPECTION NO. , .. 1/14 A PERMIT NO. : 2 g - C 'C - IT1' . OF Tl1KWILA BUILDING DIVISION IL. < D ' ••••-:'' ' : ..::.6300SoUihcenter Blvd,-#100, Tukwila, WA 98188 (206)431-3670 : \ , .„;. • t: , . .,,, . ., y 41- rype of io Inspectn: , ., — — '- -' ....•- ' . -, / ... • ■ . , J Z \e• I__ z III r4 2 si-tt;W:'-it • , tv. ; , ,, ,rt,m. ' - inspector: Date 4 ,471 - ict 1 ■ , X.t4, a /I - ' ' r97. - 1 , f4,1 ,,. . 0 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be 16141v.e ,..4 05 ,, paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I tatA , :i Receipt No .. Date: . ..... , — .. .... " '%.. ••• ■ . ' ....■•■• ' ....- . - -,- ) , Z , 1 1.•: i f— Z W ct 2 . = . : , , at g3 li ,..„..- v.,.. , •,: , •- _ _ _ -.. _ '"_ ' _ . ,. , ' d ' f �' r 4.w!• CITY OF TUKWILA PIA(' . H _ii 5 :o ,v► -z.., Permit Center • ����� o ; 6300 Southcenter Boulevard, Suite 100, �',\ 4 ilt /.. Tukwila, WA 98188 • • AC TIVITY #• . Al r • i Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM 1 ` PRESCRIPTIVE APPROACH • \ ° re w / `'_ , e-- 8/0 6 o . -� e 7 '_ z ti.t , / -t-- --*--, g z c, ,..o Ki-e9 , .5 l o N f / -k.- -k gZv Z--o ..o .60 Cp z / - /1— _4-.__. 802 0-19 x . 60 e I' -t.._. 9/c 6o 5, 3v • `� ' I --t---- _k- 542 cr „,z) 6° )46.l0 - 6o 70 my cit. ItOittA t, , i i MG � . 2 ^ t'.i.t�� y n �t1(4i TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING 4- : s FLOOR AREA PERCENTAGE : ;;4.I t rs ;'7L S.F. r 2340 S.F. x 100 = ` . Z 6 /U ' =` a;i .:. proposed glazing g equal glazing g - r c b 0 D I 3 a The ro osed lazin percentage must be less than ore ual to the lazin percentage listed under the ; ,��} x�� j prescriptive option that is selected. 4 , r 3�. Y Residential Energy Code Form 1-115 9110/01 ::::°' Ii '- - - ■ _. . I. :` 30' -0' 1 i _ FILE COPY .� 1 - f - m x .o. , „N..., �,, \NA , \\ .\ COQ @\ x�., ��n� :h� o ���•�:, \ \.\ :�.. s: ���� Q ,; ;IL §IILz p r Z . ; .AU; • . Ate; ,IZ `MESrII 11? 'am�, I J U 0 � I/ �H4 -2>1 W W t = ( s \ J I_ i` - .. Z NLL . i : O i. i i C • T R 2 6 . . ; =C! H _ 1 , Z . - I . F- �+ H4 - 1 L n - Z I- • a 42) 1 N W W H2 -2 1 UO N a Allk IGR -2 1 W U E- H U - TR -2 ` - g • � Z . MEV. Vail • . Q, © ! - Eall . ' i ce M . . �.......�.�............ ao VAElf09 • RECEIVED • ,L-- y CIT OF TUKWILA • `� � QOZ y y 9' - 3' 9' - 0' /1,-,:_,I,), p,UG ” 10 - 0 . . 20' - 0' ,�Y 13 2002 h,S NUCEU M . . DOa I3 ' PERMIT . - ... • TCLL 25 PSF PITCH 6/12 SAVED AT L:\LAYOUTS\LNGCLSIC }, TCDL 7 PSF TYP OH 1 ' -6" SAVED AS: 450 —A ` , j 'att';' , 'is"' ` S1 u BCOL 10 PSF `� DRAW BY LL Scale: 1/8" Date: 10-05 -1999 1 44- * TOTAL 42x PSF LONG CLASSIC - 1 '� . 'i''' � l { ..�� �Y Tx• x `• {:! ..,....... ... ...........,,,...... -. .. • - I - i - ■...F . ca ''-'1 . y ............. _.�_ - - • - y V1 c . . • • 20 r ,t ' x ,2 . • Scale: 0.3125 { i { ; - ;":.,� JOB NAME: BH- 20 -6 -42■ S-a ' w ,W.. . FILE NO. WARNINGS: General Notes, unless otherwise noted: ? , p 8 1-7 /� 7 z I. Read el the General Notes and Warnings before construction of trusser. 1 Design to support bads as shown. y • - o - 6 -- 4 � 2. Golder and erection contractor should be advised of all General Notes and 2. Design assumes top rebid to be laterally braced et 2••0' o.c. and bottom k,` ' :A�.. Warnings before construction commences. Chad at 10'•0' o c. max. it Nov and 12 %0' o C. mss. it rod. .'`'en •.. • 3. 1114 compression web bistro must be installed where sham r. 3 2x4 " mpaq bridging a lateral bating recommended where sham • • y } • g ,. DATE ' 41 4 1 , g�- 4. AN tale, al bra resisting elements mil as temporary and permanent 4. Installation of puss is the respttnsibiMy of the respective contactor. l ; ,yt y �•1 7-- C -- 9 9 bracing must be designed and provided w designer d complete structure. 5 Design assumes busses are to be used in a noncorrosive emironnent and s ` Truss•Span assumes no responsibility to such bracing . are for 'dry cadsiori of use. :;.' fir'; 5. No bad sho{td be a pplied to any component utl after bracing and listeners 6 Design assu Aug bear ing at all palls shown. Shim or wedge if necessary I TRUSS i..: ?�ry i -11 �`k DEIGN BY are complete. and al no time should bads be greater than design bads be 7. Design assumes adequate drainage is provided. a. SPA N { appfed to any components. Plates shall be totaled on both ba d alt s buss. and placed so their tenter e an ny has no control ove and assumes no res B. Pl g ' �• [� 6. Luss•S p paaitiM la me lines coincide wth idol center lines. D ! - J :t,,,N„�n�f�,,,pa,e, . y 9. Digsirxcae late�inces. Lumbermen s Building Centers .; 7. This design is furnished subject to the limitations on buss designs set lath 10 For basic design values d the Conputrus Ptak. indicated by the prefix -c SE Suns/nary O. NO. by the Truss Plate Institute in 11IG•91 Suns/nary Sheer. a copy ol which will see I.0 0 O R.R. 4211. ,. . `. 3` be furnished by Tiuss•Span. upon reque1I. 11. The Computnn Net Section Plate is indicated by the prefrx'CN'. the esignat ot ( 1 indicates f 0 W ma terial is used AN other m 20 9 s . 4 d 18 1 may' v'' • F • 7 'Ft^?• 1 ^r J . . . - -.4., • .. ;! • • I Z 1 I. ,W • I U 0 I , W 0 W . ,•:, . NlI �i • LUMBER SPECIFICATIONS TnUSS SPAN 26•- .00' ANSI /1P1 SINGLE MEMBER FORCES Newnan W 0 LOAD DURATION INCREASE - 1.15 11- -1106 0 1- 967 W 1- -239 U • SIZE SPECIE. GRADE PANEL IS) SPACED 24.0' O.C. T 2- -945 B 2- 676 W 2- 320 1 0P CHORDS: T 3- -945 D 3- 967 W 3- 320 J 2x 4 MSR 1650F 1- 4. LOADING T 4- -1106 N 4- -239 II- Q BOTTOM CHORDS: 1.1 ( 25.0)401. 1 7.0) ON TOP CHORD - 32.0 PSF N • 2x 4 MSR 1650F 1- 3 DL ON BOTTOM CHORD - 10.0 P5Fx LEFT • 740 • RIGHT - 740 = d - WEBS: TOTAL LOAD ■ 42.0 PSFJ 1- _ • • 2x • .4, HF STD/STUD 1- 4 05 PSF REDUCTION TAKEN ON DEARING AREA REQUIRED ISO. IN) Z F BOTTOM CHORD. AXIAL STRESS ONLY. JOINT 1 1.10 OF / 1.03 HF / 1.74 SPF . 1C MAX PURL IN SPACING 76 OC. UON. JOINT 5 1.10 OF / 1.03.11F / 1.74 SPF Z BC MAX PURLIN SPACING 120' OC, UON. • • MAX LL DEFL - -.0e0 E+ 7 1/360 - .636' • V • .. MAX IL DEFL - -.060' Q 7 L/240'- .954' • • MAX HORIZ. LL DEFL - .017' Le 5 0 N; • • . MAX H ORIZ: TL DEFL ■ .025' e 5 0 H • W . ZW c . f I . U Z N ' C` 111 • �. • 10-00-00 10-00-00 Z • • �z. 12 Z3 6.00p , c-�al�� Q6.00 • ii� N. HOII • j34C2534 • \ . . • o 4. y . i.it ielip.; v. • C 3a6' C3i G il a /.3 C316' 1 ' ANAL • C- 3a6rISI . - -- - 20 y [EXPIRES / ] , ; ,,, 0; r F fZil Scale: 1/4 <s' X '"' ' , inn NAMF• Tn -p j . ALE NO. • WARNINGS: General Nolte, unless otherwise noted. . I Si • 1. Read MI General doles and Warnings before construction support b m oction of busses. I. Design suppoads as shown. I . 1 .- ! /� ♦ 2. Builder and erection wnlrador shored be advised of al General Notes and 2. Design assumes top drord to be laterally braced at 2'•0' o.c. and bottom 1 +,r : k `, :r �U • , Wrongs before construction commences. chordal 10'•0' o c. mar. it Boor and 12'•0' o c eras. h root. • 3 I r4 compression web bracing nsrst b installed ed where sham I. 3 2x4 Impact bridging on lateral baring necommerded where shown • r. DATE 1. Al bidet Agee resisting elements such as temporary and permanent 4 Instal ns+DUy Installation of truss is the nespo of the respective contractor. y`7 ,�. > ' k` `•'+' A aoong. must be designed and provided by designer nt complete saucture. 5 Design assumes pusses ate to be used in a non•corrosze emeonment and Tru ss Span assumes no rnponslbity fo su ch bracing are lot cortdtion' of use -� � iE 3' 'k}; : ; fi r / 9 a r i ,Y'i I. t, 5 No bad should be applied lo art amponere until Den bracing and bstenm 6 Design m al a uses Iu/ bearing at al parts salver Shim wedge M necessary - 1 DtE SIGN BY are coincide. He, and al no Wire should bads M treater treater tun an desdesign bads be 1. onign assumes adequate drainage K TRUSS provided. r SPAN 1,,w ; p f.. Nail applied to any components. S. Mates ail be Coated on both laces al buss. and placed so Inch center by.' , bi 6 hues• Span has no control over and assumes noresporneykxdue Ines coincidewkhlastcenter lnes. Lumberman's Building Centers S ; ` N, installation c4 components. ' • • 9 DO intScal e size M inches n ines . ' 7. This design h Mnished subject to the knIatiorrs on truss designs set lath 10 For bask design values of the CcmprMus Plate, Ideated by due prefix •C' 'W • . SE O.'NO. try the truss Rate Inste to in 1110.91 Summary Sheer. a copy of which w# see t.C.O 0. B R. 42f 1, i Cop yright Ic, CompuTrus I c r+ be furnished by Truss•Span, upon request. 11. The Compulnn Net Section Male Is irrdreated by the preRx'CH', d» � ."•", -='ti ; 6 s� ,s desi (11!) :Wain 16 pa maledel b used. NI others rs 20 ga. ' ° ` ' " x ? . - - .' ' t • - ' - _ - Z 1,. i- Z . Qn ui . . . • 0.••wtd Not . 0 O 11 )IIINHII1W .. . • H . u_ . WO t_ LUMBER SPECIFICATIONS TRUSS SPAN 30'- .00' AN5I /1P1 2 MENBEn FORCES 41i11011 2 LOAD DURATION INCREASE - 1.15 • T 1- -5840 8 1- 5122 W 1- 256 M 7- 1696 SIZE SPECIE GRADE PANELtS1 SPACED 24.0' O.C. t ' T 2- -5856 B 2w 6218 W 2- 14B0 N B. • 38 Q lDP CHORDS: T 3- -5270 8 3- 6218 M 3- -1722 W 9- -1496 to - 21 1 NSR 1650E 1- 8 LOADING T 4- -5360 B 4- 3984 M 4- 1672 410- 1276 O OTTON CHORDS: LL( 25.01.01( 7.01 ON TOP CttORO - 32.0 PSF T 5- -5360 8 5- 3984 M 5- -1056 411- 52 H W 2x 6 NSR 1650F 1- 6 DL ON 801104 CHORD - 5.0 PSF T 6- - 3166 8 6 - 3174 M 6- -324• _ WEBS: TOTAL LOAD - 37.0 PSF T 7- -3532 Z F" 2x 4 HF STD /STUD 1 -11 T 8- -3620 }- 0 TC UNIF L140L■ 160.0 PLF 8' .0' TO 10• .0' VERT Z 1-- 5 fC MAX PURLIN SPACING 24' OC. VON. BC UNIF LL +DL- 25.0 PLF 0' .0' TO 10' .0' VERT LEFT - 3076 RIGHT - 1914 LL1 UJ BC WAX Pt% LIN SPACING 120' OC. UON. ? O TC CONC LL•DL- 598.0 LOSE B' .0' BEARING AREA REOUIREO (SO. IN) NOIE: 1X3 BRACING Al 24 O.C. FOR )I r- BC CONC LL•DL- 1603.0 LBS 0 9' 11.3' JOINT 1 4.92 OF / 7.60 HF / 7.24 SPF 0 N ALL FLAT TOP CHORD AREAS N01 SHEATHED. (2) complete trusses required. JOINT 9 3.06 OF / 4.73 HF / 4.50 SPF � OFF PANEL SPLICE NOTE: t� iii Jo in together with 3'x.131 DIA GUN nails staggered at U J 011 panel point splices are located i 9' oc throughout top chords. MAX LL DEFL - -.103' !f2 L/360 - .969' I V . at 1/5 the panel length 4/- 6' at 12' oc throughout bottoa chords. MAX IL DEFL ■ -.248' !12 L /240 .. 1.454' F' etcher end of the panel indicated. r 11.0 12` oc throughout webs. MAX ttORIZ. LL DEFL - .027' ! 9 U. 0 except end panels. Q, �y ` • '' ► a te: Stagger splices on a4)acent membere. MAX HOnIt. IL DEFL .. 065' ! 9 Z r - ** Hanger to apply conc. load(s) U = r' d to all' members . :: O h- F- - ,� 1L Cq z 1' tt - ( ( 14-00-10 ( 7-11-11 ,. Vi wAS,,, p � 6.00 C -4x9.4 C -4x9.4 'Q6.00 . t rt � � C -5x9.4 C -3x4.3 C- 5x9.1 ? . �: V 1 ^ C -3z1.3 �C -3x - n 1 7 773 �., C -5x9.! ` , . , _ : ; x 9 /�, • : c, . 4 „ „ , „ I ma ° :.-3x4.3 3 C- 5.5x9.4 ; C- 5.5x9.4 C- 5.5x9.4 C -3x4.3 ° I 'is 6110/01 I > - ,C -3x6 CN- 5.5x11.9(S) C-3x6 V, :: 10 -00 -00 ). 30-00 -00 n Scale: 3/26' i;::'!1 " JO8 NAME: HIGP3 TQIn QasS4n QreQnred Ir�t CanQYt4r 1n�t by LUt { -ABRN t wAl•rlaiCa; n. otherwise 1. t•.•a.eG.rr.•a.t.. we! w•.•ay . l.•....- .wvwaa.•••( w.... 1. nwgnes.unp unless ssother •vba rwt.d: sbshown 1wedgt required at heells)) Design contor. to llBC -97 AnVer: I.0711L) -M .( � -. 2. MAW ref wooden -..i'. 1.' M .•.jN.d •1 d C .rr Ww .n• 2. Qsa sesames err topp and bottom chord to be i11084/1). braced et . 4 , • :7, wwney wM• c.n•ru•t.n euereu.w. 2'•0 and sit 12'-0' OA. raispectnvdy. / x` -t 3. 1.1 ..- r...+.n wen lowing .w se b..uw.rw. •r.. -•. • . 3. Zia Mrweq briwyry er rawer bea whew, .o g rewired wt. v wn • . 7y,, a' inotelteeien of truss re the resporribilrty of the rasp•ctiye contractor. ' DA 1 E• 10/ 5/1999 • MIS . 1 t.•-• "'in". •a.•....t. w eer. r t.Nw.rt a..1 ►•r•'•'• -a M •anai, S. Desiwn assumes trusses are to b used eedd In • rencoo environment. + ' ' 1i DES. DY ✓ .-.•• w d••4•••• .•r pr•"w•d ►y ....t.... et a• -Mr-t• •rose••, and we kg 'dry condiber of • se. • , /1 vwrww.• e.w...• rr ..ywMty w wd. M..6A. �. Design !!sum full beuiry at as supports shown. Shim or wedge it x s t•. t. d r uew • s•ait . w ye. w q « . ,• ... a.nw rar•d . ai w cn•wy. t Outrun on o..aitw. see .t n. w •I » .vu any t..ai ..w . r +;•, s..M 7. D aseum« adequate drairtge is po r i ded . Co uT�us Inc. II. r i'a' ' ' ' . Plates shall be located on both feces of truss, an their d Owed so eir cent t..v a. .eaia.a •. r•..y.. ''• ;`• " - .. • •r rw r.d..•..w.. rr r....n+e 1•• a.. Ire! eou.ade with joint canto tines. unoU.tww••0 .&ob./I -w. c0•••1011• •111.1••• �, s `t�,x 5EO.: •780614 ei�Oe1- • 11 Digits indicate Wm plate n indw. d • p C . a.a.t..e... %adma .. sa.i•••••■ -.• 1•..1•11.tl.n •t ...q.....•4- 10, her bone design value. of the CompuWS Rat•, indicated by the Weal 7. 'ha aiortry. t• e•.a•a••d .ty.w t• a• ar•■+r.n• .w w•• aryn• •• twai, C' IMO LC.0.0. H.R. 4211. I ■ Ay • b. to.. 141. 14 tb wN le.• 9.41414 +y . is. ►r / al'. • .•• .1 11. The Camputrua 1441 Sed Nn Plate le indicated by the prairie 'CH% Ow a tbSi ,t, , w ed t', wtw• .•s Y. ►. a.•.r e• Ce∎•• •.•n+ v. Seta.. e• d«ipr.uor Ile) rdre•t« is ya. nutria is 1Ut otlwe er j o pai • -• - - , . i . , . • ; Z �. , .H W LL. wc . _ / • .- ■ ■ . Z •11 \,. . 1~Z CE 2 111 M . JU UO .. (ow iiioiiigii lflI1I W = LUMBER SPECIFICATIONS 30- 0- 0 HIP SETBACK 8- 0- 0 FROM END NALL ANSI /TPI SINGLE MENDER FORCES 41(R011 W O LOAD DURATION INCREASE - 1.15 • I 1- -4702 B 1- 4146 N 1- 272 W 5- 115 SIZE SPECIE GRADE PANEL (SI T 2- -4006 B 20 5540 M 2- 900 M 6- -1472 g J TOP CHORDS: LOADING I 3- -4342 B 3- 5540 N 3- -1472 N 7- 900 IL Q 2X 4 NSR 1650F 1, 2. 6. 7 T 4- -5605 0 4■ 4146 N 4- 115 N 0- 272 W d 21' 6 NSA 1650F 3- 5 TC UNIF LII 50AI.OLI 14.0)- 64.0 PLF 0' .0' 10 8' .0' VERT 15- -4342 Z 80T TON CHOROS: TC UNIF LL( 125.0) *Di l 35.0)- 160.0 PLF 8' .0' 10 22' .0' VERT T 6- -4006 • F' _ 2x 4 NSA 2400F I- 4 TC UNIF LL ( 50.01 •01 1 14.0). 64.0 PLF 22' .0' TO 30' .0' VERT T 7- -4702 Z 1..' • ME8S: DC UNIF LL .01 *Di( 25.0)- 25.0 PLF 0' .0' TO 30' .0' VERT . 2x 4 W STD/STUD 1- 9 LEFT - 2604 RIGHT o. 2604 W TC CLING LL( 468.71 *DLI 130.7)- 597.3 LEIS • 8 .0' w IC MAX PURL.IN SPACING 24' OC. UON. IC CONC LL ( 466.7) *IL I 130.7). 597.3 LOS P 22' .0' BEARING AREA REOUIREO ISO. IN) BC MAX pumps SPACING 120' OC. UON. JOINT 1 4.17 OF / 0.43 ItF / 6.13 SPF D 13 • JOINT a 4.17 BF / 6.43 IFF / 6.13 SPF 0 NOTE: 1X3 GRACING AT 24' O.C. ion .-A • - " - ' - "'" O -- ALL FLAT TOP C1fOT10 AREAS HOT SHEATHED. MAX LL t>EFL - -.320' !f0 L /360 - 969' I--• OFF PANEL SPLICE NOTE: MA X IL OEFL - -.469' @SO.L /240 - 1.454' = W ' Off panel point splices are located MAX HORIZ..LL DEFL - .111' 9 8 I.. U at 1/5 the panel length •/ - 6' at ll MAX ttORIZ.• TL OEFL - .162' I/ B I" either end of the panel Indicated. 2x4 vertical at 48 oc - O except end pane)5. • • with C- 1.5x2.6 Typical ( jj Z C -11'2.6 or equal connectors at gable studs (city Al. V . • H 7 -11-11 14 -00 -10 . 7-11 -11 p c Z ~ N O 'I i, 6.00 12 fi fi 12 6.oD t'' C -4x4.3 (P ,� �, L ' .2 C - 5x9.4 O C - •: • 0 00 wA';, i . C -4x1.3 �G C 5x34 wedge I 9 ° -5x9.4 C-3x9.4 C -3x4.3 CH18- 3x17.9 (S) C -5x9.4 NA4 C- 3x9. 4. .;t . • EXPIRE3 i U • N10�1 ��? 30 -00 -00 . '`': Scale: 3/16' loi Design a t ry ` 40E) ,(TAME; 1/)- j ? Thi5 Oesigt Drep*f ea Irma COrulrter knout Dv tun -palm VV •ry n '" � WAVING*: O0•04•11 Moles, Urges .ttr,v.is• noted: " :r• � d J 0...4..11.1.1.....11 W.... y Won e••••.nNen •1 Won. 1. Oesi N Rpp.rt 410! ay sl.. v.n, u ` � t ;+i,"'' Pt Design conforms to 110C -97 AnYer: f .0711U -B ;; 4�� ,��,, • 1. 1'w..nd red.. w...Mr d,010.61 b• 444.14 pw.el NoNos. .n/ 2. Design assumes O.. top yid bottom Bolds ,s 1 Iatwally braced al . wise.,. •.1... y « 1, ...woo.. ...woo.. ....- -.r. 2' 0 •.e. and at 12••0- Q.t.. vesp.ct . - ' : }. • 3. 1., ••••,••+•l -- ..► V••l•••....t H Inland ./...• bw •. 3. 2s4 Impact blidyi g o1 latwal i It whr• •hewn • ♦ .,, e�, M > ' . Al 1.1-.1 Irw e.+.M• ..I. r •..yw.ry w ►•r• -••-•e •redM. 4. lrtsl.4Ni.n •1 Nun .. the n. O>• 1o•psetiv convector. t • OAT E• 10/ 5/ 1999 4. ii1r 5. Ocwn bosom., *wow re to b• in • non - corrosive environment. • °� a ' • .... n.. o. M. .1 wa••w.• bya..y.r.1...ra••►ww-. and ..s *dry condition' 4d� 1' c_. nno ...vane we nyonINny In wed. Swell. O. amines tub boring a t sit support. •hev.tt. Seim et wedge 1 1 . t l ;r; 0E5. DY• (,,/•J N.1..4.h.. AlIn.„, ..t..,v...,•.., ntW...y. CompuT� Inc. s i' �r , � a..tr.r• r• �..rr.••....o u n. ..... W.." .ifi 4.1. •r.... ..... "WI" B. Dseipn .s b. t ad•Wats eth t y is 1 NUN% ; .a ,tl�. `,,,�,, a, Pl.tp •lull N baud an bath 100.. .1 truer, a nd Omani es IfMir csrt•• leer b • I. any rnr ».w. Ines ooinid• "With n two*, Mw. .rwtn..e . 11.UWtrWw . eo-rvnw ••. tM �e *� 1 SEG.: 780613 S. c. b.... noon.. en. W ••••••••• w n• ••••••••••••• IN r.. S. ()vita indicate r7• .1 plats in inch... . Yak Wl? , f U- .,1.n�•l. •►yob-4 r.4 vrniNik . •l ..........•••.. t O. fee basic design vaMisa 01 the C•mputrw Pfau, irdiut.d by Ow ',orris 1. 1 N ...yr. r Ivrae••e ..blest w Ilya /...rwa .., smog &Ay.. we ara , C', .« LC.a 0. AR 4� 11. . a • , 'k , • 11 the ter- hr• two/wk. b•1...b. wane 1.....+. Ha4,t • •wy •1 11. TM C•mpura<» Net S.ett.n Mao i1 ink tW �y tn. gr.liM 'TN'. the • $ , r . ' a ii I 1. 11. „N,� . tt w 1..o.,.d by ewys -r. wpm �,,, designates 11 al indicates 10 y,. rsN••isl is used. AX 'thins re 20 pa. • LA If .. •.a.i 17i •`,.i:.7YaI:r }:i;Si.(ny1.. ",Y, ' "1'1. F: .Y!y.C3'; e7:.'it <fdF ...:i y it$'MSS iaS!4Frp'i9V�MMr�:!. k.N;;:.YS L• .^. n. .. t.... e . .. .. ... ....... ", .. ,.. ,, o .. .net ll 1 , - I_ - - - , . -" t Z 1 . ,I w 000 No . - - HIP RAFTER BEYOND W W I II —I F © / By CROSS Bt CO V- mums �s 2X6 12 HF MIN SHAPED O BLOC( BY OTHERS r 1 i i l ri rl HS U. Q II • II 11 II I II 1 I I II II It I I I 1 � .. f 1I D1 H4 ''rU _ W II It • ( H I I I i - H � 1 I I I I t 11 Z I H I t i I H] -- . t I � l H2 W W � 5 1 , t 1 1 1 Up 3 � L xl SECTION p ■ ii II I %%% FU D � 0 II I � � t5 / C...° LL TOP CHORD BRACED II 0/C ��� '''^^^ : Z a •t I - 5IDE JACXS OD wZTW 2X4 STUD Ml PIN VLRTZ CA1. U N ZZ I �ER 5 � BY OTRIRS TO HORIZON•rAL 2X4 Rd. . R TOr HORD IJ1T1' RACIIN:. lb MAILS. I &IL C EACI END W ITH e (]) 26d 0 � . i ,' AT L E F AL BRA.CZ IS IIIDZCATICO BT HIP RAPIER OF AN r IN 'TRUSSED HIP LAY• ' Z CORNER SET AT LEFT f 1 I ` \ END JACKS OF END JACKS © ANCHORAGE FOR WIND commit srr UPLIFT BY OTHERS © It FIELD INSTALLED WEDGE AT HIP RAFTER • -.: WHERE HIP RAFTER SIZE MATCHES , . TRUSS TOP CHORD SIZI ■ • I rim .° RIP HIP RAFTER DONN -∎ (F22) SECTION TO TRUSS TOP CHORD SIZE V • TRUSSED HIP LAYOUT S2 SHIx-rI0 D SECTION X- BRACING by OTHERS AT APPROXIMATELY 2 %4 CONTINUOUS BOTTOM CHORD LA1 DJNDNATL END JACK BOTTOM CHORD w/ 2 -16d 45 DECREES AT IR' -0' 0/C ALONG BOTTOM BRACING BY OTHERS 11I' -0' 0/C HA MAILS TO HIP TRUSS BOTTOM CHORD Il: CHORD LATERAL BRACING STARTING WITH CONNECT TO EACH TRUSS WITH (2) A. HIP TRUSS IS A SINGLE MBA, THE LAST SPACE(S) OF HIP TRUSSES ..,�;t AND: 2X4 STD & HTR HF CONTINUOUS TOP t. . ; : B. ROOFING IS COMPOSITION OR CHORD LATERAL BRACING 2' -0' 0/C I . � • ' 4E2 SOLID BLOCK(5) AT EACH X -BRACE TO i r BY OTHERS. ATTACH WITH (2) 16d ' 'j t? i i' WOOD SHAKE. TRUSS TOP CHORDS WITH 2 164 ILS ' ." NAILS EACH LOCATION , .� `.i � ' :_,: Id LOCI! END BY OTHERS ( ) MA ,., �z iFrt " :, t , I • CONNECT LID JACK BOTTOM CHORD TO ' :t ;,: HIP TRUSS BOTTOM CHORD WITH AN ��- ,,;�,v LU524 HANGER IF: i t If 1E , i TOENAIL TOP CHORD TO HIP R �y '`'i . � :•:, 1 X6 • 12 Hl g$: ZDG HERS T a k TRUSS wTTH (2) 16d NAI ` R 7 4 ". , � , MOTCHI9 ` ` ` E crrwEws HI : / 1X4 COKPRDSSION WED BRACING BY ' 2 %4 X- BRACING WITH (2) 16d HAILS EACH 2X4 CONTINUOUS BOTTOM CHORD OTHERS AS REQUIRED BY TRUSS � �. • END THROUGH TRUSS CHORDS AND (2) 164 LATERAL BRACING BY mums ENGINEERING y NAILS EACH END INTO BOTTOM CHORD IJITLOIAL Le 0' 0/C DUX. O'1R1WT TO - «r ,� y , �•� SECTION BRACING AND TOP CHORD ew EACH TRUSS E TRUSS WITH (2) 16d SECTION t \ . (::;.:) -----44,;) L..1` 0 ....,.�... �.,, n,,,.: �r,. . .., :,..�,;.:.".;i <r fir,; ;iy, u_'�+AMb1a'NK.NANM. ' ;,,rtr rM1igtby .°rx,...mlWsraw.�.K..,.•u..,.v, .. ,,.. - .... ...a ... ... ...._.. , ■ . — w \ . .. f .- i ii f • 1 z STRUCTURAL CALCULATIONS r W re 2 FOR THE U O : to 0 J H L ONG CLASSIC HOMES RESIDENTIAL PROJECT CO IL { SCOPE OF WORK - , . • ■ ■ ■ ` ‘"' • TIMBER: All lumber shall be as follows u.n.o.: Beams DF #2 or better Posts DF #2 or better 2x framing HF #2 or better All 2x -- timber shall be kiln dried. All grades shall conform to "WWPA Grading Rules For Western Lumber ", latest edition. All wood in contact with concrete shall be pressure treated. �\,,, w Maintain minimum 6" clear between wood and exposed earth. All nails shall be galvanized box or common nails. All minimum nailing shall be per UBC Table 23- II -B -1 u.n.o. Machine bolts to v o be A -307. Bolt heads and nuts bearing against wood shall be provided with standard cut N ❑ washers. Miscellaneous hangers to be Simpson or ICBO approved equal. All hangers to be w = fastened to wood with proper nails. All holes shall be nailed. N GLUED LAMINATED WOOD MEMBERS: Glued laminated wood beams, Douglas Fir, kiln- dried, stress grade combination 24F -V4 (Fb = 2,400 psi) for simple spans and 24F -V8 for cantilever and continuous spans. Glue shall be N casein with mold inhibitor. Bottom lam to be free of unsound knots larger than ' / diameter. w AITC stamp and certification required. Z BEARING WALL FRAMING: w w All bearing wall door and window headers not called out or otherwise noted on the plans shall ❑ be 4 x 10 DF -2 with one cripple and one stud each end for openings 5' -0" or less and two N cripples and one stud for openings more than 5' -0" wide. All columns not called out on the a plans shall be two (2) studs. Spike laminated columns together with 16d @ 16" o.c. staggered. = w Overlap top plate splice minimum of 48" and nail per UBC Table 23- II -B -1. �❑— Ll. � FLOOR AND ROOF FRAMING: w Z Provide double joists under all parallel partitions that extend over more than half the length ❑ _ and around all openings in floors and roofs uno. Apply 3 /4' rated sheathing (40/20) nailed to o floor framing members with 8d galvanized box nails at 6" o.c. at all supported edges and 3d Z galvanized box nails @ 12" o.c. at interior supports unless noted otherwise on plans. Apply' /2' rated sheathing (24/0) on roof nailed to stiffeners or rafters with 8d galvanized box nails at 4" ( o.c. at gable ends, 6" o.c. at all other supported edges, and 8d galvanized box nails @ 12" o.c. at interior supports unless noted otherwise on plans. Blocking of interior edges not required . unless noted on the plans. Lay sheathing perpendicular to framing and stagger panel edges. SHEAR WALLS: All shear wall sheathing nailing and anchors shall be as detailed on the drawings and noted in :he shear wall schedule. Use APA rated sheathing (24/0) with a minimum panel edge nailing of 8d @ 6" o.c. Block all unsupported panel edges. All headers shall have strap connectors to the top plate at each end when header interrupts top plate. Use 'Simpson' MSTA24 v. connectors u.n.o. ROOF TRUSSES: ` 0 Trusses to be designed and supplied in accordance with UBC Section 2321 by a professional Illa A' engineer licensed in thy State of Washington. p �.t.� r, ton. Roof trusses shall be plant fabricated. Members `!`; g 9 p ,�; �:� �, a. shall be sized to accommodate a 25 pp AM' � psf snow load and all dead loads. All mechanical i' ' .; a connectors shall be ICBO approved and loads shall be in accordance with the allowable loads. f? Manufacturer shall provide all framing -to -truss and truss -to -truss connection details and required connection materials. Fabricator shall submit shop to the building department for approval and verify all truss lengths prior to fabrication. Y , j A � . � [ Q rt Copyright 1999, SEGA Engineers • , \'wr •• , ti f ■ ■ .• ... ‘ , - -- • - \�.• -_ '\ • • 8d 6 6" O.C. • 1 /2" RATED SHEATHING g EI . . , TRUSS PER PLAN Z \ ~W SHEATHING 4 NAILING . 2x STUD PER PLAN. • 0 INTERIOR R 5NE4R �„4LL e TRUSS ryF:.::;,.,. • LCH "450 SCALE" I" : I' ';:' , ,,; . ` SEGA Engineers, '' " " � • /Structural & Civil Consulting Engineer 22928 312th ST SE • Black Diamond, Washington 98010 r„,, • • • (380) 888 -1017 •PAX 888 -1018 "r� lY } ; - - - ' . \ ._ • - ■ ■ • SHEATHING PER PLAN OR SCHEDULE. 1 SOLE PLATE NAILING. I USE I6d 9 8" O.C. MIN. SOLE PLATE NAILING 1 , , • ;` SEGA Engineers, °2 '' '' Vi +; /Structural & Civil Consulting Engineers ( f ;;' 22928 312th ST SE • Black Diamond, Washington 98010} (360) 888 -1017 • FAX 880 -1018 "i }j ■ , - . . ;` SEGA Engineers PROJECT j CW e / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (:360) 886 -1016 JOB NO. Cjt1..0(2j3 FIGURED BY 6A7- CHECKED BY DATE/ SHEETZOF Copyright 1999, SEGA Engineers framing upper floor beam at garage header at kitchen w ,,\ . • SEGA Engineers,. Project LCH #450 Structural & Civil Consulting Engineers Job No. 99 -083 By: GAT 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 09/30/99 Sht. 4 ; I = 1 t PO -15= ( 0.62 ) ( 1.3 ) (16.4 psf) ( 1 ) = 13.22 psf . P20 = ( 0.67 ) ( 1.3 ) (16.4 psf) ( 1 ) = 14.28 psf . P25 = ( 0.72 ) ( 1.3 ) (16.4 psf) ( 1 ) = 15.35 psf Design Base Shear: (Wind) Vf /b= (30ft ) (10ft ) (13.2psf) + (30ft) (5ft ) (14.3psf) + (13ft ) (5ft) (15.4 psf) =7.1 kips V ._. -r Vs /s= (50 ft ) (10ft ) (13.2psf) + ( ) (5ft) (14.3 psf) -- `' A � . + (43 ft) (5ft) (15,4 psf) = 13.5 kips Therefore, Wind Loads Govern for Lateral Design - Each Way s ; „ t 9 Y t � ,, , � a � ` - -- - -- ' ::.'r a 3,e, ry Y rr Copyright 1999, SEGA Engineers :fiy F ,,, j ,, f !!! ` „ i c v7.-", _ I . -l-G/ \l 1. ,,\ • ■ ,_. , d+ ► � Pa. Cit of T ukwila Steven M. Mullet, Mayor i W d. -+Ili �• : —1 `•. ikir.. = Department of Community Development • Steve Lancaster, Director 1908 z January 16, 2003 ~ w Charles Prib 6 D 14205 SE 255 PI v v O I 1 Kent, WA 98042 co W ...1 i _ RE: CORRECTION LETTER #1 to Revision #1 W 0 Development Permit Application Number D02 -133 2 a Foster Heights Lot 6 E Q 4809S145St. co3 r F . W I Dear Mr. Prib: z H Z O i This letter is to inform you of corrections that must be addressed before your development permit can be W W approved. All correction requests from each department must be addressed at the same time and D p reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, p N the Building, Planning and Fire Departments have no comments. pi , . ' zU Please address the attached comments in an itemized format with applicable revised plans, i= ■ specifications, and /or other documentation. The City requires that four (4) complete sets of revised w Z plans, specifications and/or other documentation be resubmitted with the appropriate revision U co block. 1— 1— z j In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have I 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 -3684. . . . Sincerely, '<cc w a . . Kathryn A. Stetson Permit Technician % , y� ; ,s; "c,,1' encl ; , `inCi rJt• �.r . xc: File No. D02 -133 ':"�' �,, .�tily q•IP,,(:4 r ,_ X;d�+ i. , �. 5 ICY�i2� �t `1 ` � ; .:A f t i 'tt t 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 , f w 1,71 ' �( ..;' { •, .: ■ — ( , — 6 4 .. .fi , 1 ' ; City of Tukw Steven M. Mullet, Mayor 0 ; ��a :. 2 - Department of Community Developm Steve Lancaster, Director 190E z July 1, 2002 \,.. : Z re w • Mr. Charles Prib 6 D ' 14205 SE 255th Place v O Kent, WA 98042 (/) o = ...1 I.- ■ Yl t Letter of >✓a :on u tants Inc Geotechnlc:U Engineers, Geolo�sts & EnvIronmenrU Scientists T ransrnitta( k 1805 - 136`" Pl ace Northeas S uite 20 M ,�„ ( Bellevue, Wash 98005 Phone: (425) 643 -3780 / Fax: (425) 746 -0860 APR 2 3 2002 Toll Free: 1- 888 - 739 -6670 TO: Long Classic Homes i E��1 :n) 1 , , ., DATE: April 18, 2002 • 1624 Pioneer Street JOB NO.: E -9920 z Enumclaw, Washington 98022 PROJECT: Foster Heights Subdivision � � g _ i U 00 ATTENTION: Mr. Doug Pulley w tu J 1.-- N U. WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via: w O THE FOLLOWING: g 5 ❑ Field Reports ❑ Reports ❑ Preliminary Drafts El Test Results u' u) a ® Per Your Request ❑ H w 2 � Z0 Copies Date I Description w 2 4/18/02 Vapor Building Letter > o 0 1 w W H V L THESE ARE TRANSMITTED FOR YOUR: Z LLi ® Information 0 Files ® Approval ❑ Review and Comments ❑ Signature ❑Distribution O ❑ ❑ 2 REMARKS: If you have any questions please call our office. 1 Thank you! cc: 1. City of Tukwila ATTN. Mr. Dave Larson 2. ATTN. 4; 3. ATTN. `' �` r 4. ATTN. r. . • BY Keri Bate N jj w4 �tM 0 � _ «................, .. tIh+ L'ts{'tA - , - - % . - �•cr - '\ • i f It -by: Earth Consultants 425 746 0860; 04/18/02 11:52AM; #8; Page 2/2 f 3 �. 0� i 1' Consultants Inc. i '; iir.ory IUiil•il lsi Wit rrrrq. tk•.i I iMar & II: omit i4 it/1 ∎kI% I • April 18, 2002 E -9920 z i tij Long Classic Homes 1624 Pioneer Street _, o Enumclaw, Washington 98022 w Lu i �1.- j Attention: Mr. Doug Pulley co w i w P I Subject: Vapor Barrier 2 i . Building Slab -On -Grade u. a Foster Heights Subdivision = d Tukwila, Washington E- i Z I- Dear Mr. Pulley: 1-- o I w 0 I I n accor with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo-Mix D 1 concre additive for vapor protection of the building slabs. ECI is familiar with this product and its ; use on several of our commercial projects. The additive is produced by Cadman, and is intended w w • as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive LL 0 effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor — o through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional id N plastic sheeting vapor barrier. rz i 0 z We trust this information meets your current needs. if you have any questions or need additional information, please contact us. Sincerely, . EARTH CONSULTANTS, INC. • O A. v, ft( ! cry , L 1 V to er4 � ,,'; is ■ I jj�� co, Raymond A. Coglas, P.E. ;.; , , ' T Project Manage ,. =;'' s (� , :� .:: ( -e by 1 EX� 1REs 7 / l / ZPQZ ! t,; - t it 4 '4 cc: City of Tukwila ; >, Attn. Mr. Dave Larsen 1 -0 1 `, ;t rt; :9149 . 1 ,7A n r 1805. 136th Place N , Suite 201, Bellevue, Washington 99005 Bellevue (425) 643 -3780 FAX (425) 746.0860 Tol: Free (888) 739.6670 °"`; 4 k, .: 4 0 • . . -" . , ; t - { b : Earth Consultants 425 746 0860; 01/11/02 3:45PM; #611;Page 10/17 '' � A i - 1 . � \ Earth Consultants Inc. \1 b, I I ( i<'t1111`Illut`i111i,,gilw416., C * i>Yrgi..1!. et Pllyirn1111■yllid ti( 'Iv, 11 :4 EZ 114 1 1 ..■ . tt r '! i ., w it 6y: Earth Consultants 425 746 0860; 01/11/02 3:45PM; JetFax #611; Page 1 1 / 17 City of Tukwila E -9920 January 11, 2002 Page 2 We trust this information meets the geotechnical plan review requirements for Lot r 6. If additional information is required, please call. : L Respectfully submitted, o o N o cn w EARTH CONSULTANTS, INC. w q w o . u. A q t07 w w • i\ , ; ■ m ar H p • / z 40 11.1 uj Raymond A. Coglas, P.E. Project Manager FFX S 7/24/ 7c,c,? o N o F- RAC /jms = w H V cc: Long Classic Homes z w Attention: Mr. Doug Pulley al co 0 z j 11 l r afrti 7r = Earth Consultants, Inc. 11 1 li .. , .. _.�.........._..,,._....�... _ ,......__.._ ,. ._. ... - .. .. _ — - - 7 - -'.4., :` P ERMIT p p� Complete j Incomplete ❑ Not Applicable ❑ o 1- , Comments: w w H u.. O , Permit Center Use Only u �l Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 17- H Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS RO TING: Please Route II Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S INITIALS: DATE: APPROVALS O CORRECTIONS: DUE DATE: 06 -03 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: i CAA REVIEWER'S INITIALS: DATE: y : , "'` ' v Y .?i (. Permit Center Use Only CORRECTION LETTER MAILED: ,� , Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ,04 ` °' i�r t' :; PERMIT COORD COPY Documents /routing slip.doc Oi �{� 2-28-02 `' a:��"�' Y. .. ,...... ......._.. -» . %', . ;` j PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -133 DATE: 01 -24 -03 ' PROJECT NAME: FOSTER HEIGHTS - LOT 6 a t SITE ADDRESS: 4809 S 145 STREET \. , w rt ' Original Plan Submittal Response to Incomplete Letter # v p 0 X Response to Correction Letter # 1 TO X Revision # 1 After Permit Is Issued w = -J 1-- ■ . U) IL Ui 0 ' DEPARTMENTS: 1 J Building Division p Fire Prevention ❑ Planning Division ❑ C d Publ'c Worksf_ &i Structural ❑ Permit Coordinator Z Ili ►-O Documents/routingslip.doc 2.28-02 } �ti 4 ' l s ' 4r Al. o — . ,— — ` .- . ;\ tE`' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -133 DATE: 11 -26 -02 ' PROJECT NAME: FOSTER HEIGHTS — LOT 6 s Z SITE ADDRESS: 4809 S 145 STREET l^ ` z Original Plan Submittal Response to Incomplete Letter # v p . N0 Response to Correction Letter # X Revision # 1 After Permit Is Issued w H CO I II w O DEPARTTMEENTS: , rZ .3 ,01, u- Building Division 111 Fire Prevention ❑ Planning Division ❑ = w 1- • Pub i W.r s - C Structural ❑ Permit Coordinator Z H Z O. 1 w ju DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-03 -02 2 D 0 co Complete Wr Incomplete ❑ Not Applicable 0 o - Comments: w w • H u O Permit Center Use Only w � ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: i=- N O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-31 -02 ' Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) _- Notation: ',C1' ,. REVIEWER'S INITIALS: DATE : 'C,4 x{ ' `, Permit Center Use Only ,t CORRECTION LETTER MAILED: I 16-03 ci M i:1414,17* '` �'• ,:• tr Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: ,..k60 ;.� 1 1 $2 *:- m. Documentshouting slip.doc t,y „ r. 2.28 -02 t .i ` ' �j , i f PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP I ACTIVITY NUMBER: D02 -133 DATE: 07 -11 -02 ' PROJECT NAME: FOSTER HEIGHTS - LOT 6 z _ � SITE ADDRESS: 4809 SOUTH 145 STREET ` re Original Plan Submittal Response to Incomplete Letter # v 0 u,c X Response to. Correction Letter # 1 Revision # After Permit Is Issued J i . APPROVALS OR CORRECTIONS: DUE DATE: 08 -13-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: I: ' REVIEWER'S INITIALS: DATE: r id. ? ' ~ J Permit Center Use Only ,,,q CORRECTION LETTER MAILED: De Departments issued corrections: Bldg E] Fire Ping PW Staff Initials: P;?r'='' , p g ❑ g ❑ ❑ t .. ie., S. 1 VA 1 COORC COPY k s Documents/routing slip.dac 3 a, 2-28 -02 .. , ,;\ PLAN REVIEW /ROUTING SLIP . . .. ' PROJECT NAME: AC),:r-93 /i476/4f7S - idt -- ‘ PERMIT NO. Z:e2-/33 Site Address: 'SO 9 /eV.S ...C-.1 - .. --- Original Issue Date: c?-6 -07.- .- . REVISION LOG . . . ; Staff . , Revision I Date . Staff I Date • - ' No. I Received I Initials I Issued I Initials I Z < / I 7 i •"..C' I 1 \,, , w Summary of Revision: ,te-07:c4 / - - , , ir-LI lie Lii w . I I . 0 r- Summary of Revision: 1 01- z . - . Received By: (please print) • 1 Revision Date Staff Date Staff , No. Received Initials Issued Initials I . , ._. • Summary of Revision: Received By: v:0,0 (please print) ! • 14 Pit ' I , Revision Date Staff Date I Staff I Issued i Initials No. Received Initials - ; o p , .• t..,' ;1-q, I I I , siti .eiA rza . Summary of Revision: AM 4'4, ', i Received By: , 1 ' _ (please print) . . t ej4p , 1 . • • .•,,, , - .. - -\T/- L • t -' ., I W ��•../ ' City of Tukwila o :�" r vz , Department of Community Development - Permit Center ''%fi� 1� -� 6300 Southcenter Blvd, Suite 100 N \ : gal' : Tukwila, WA 98188 ` ,'•'•. ....- . .... ••'''' 0 (206)431-3670 1908 - . t t. R ` = Z I " F r REVISION SUBMITTAL ti- tu 1 s Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted i p i . A through the nail, fax, etc. w co J H d No Date: /g Plan Check/Permit Number: 2 - f 3 3 ui r 1 0 Re sponse to Incomplete Letter # Q f 0 Response to Correction Letter # = d w ' X Revision # + A after Permit is Issued Z = H wo uj Project Name: i' L5 74.1 l >1 q 7 2 m m Project Address: .5/41() S Y 6 `v S7 v N . J / (3 E- ' Contact Person: �i , \ i • Phone Number: Z5 - ` w W 6a[2. X77 Z V . Summary of Revision: �1 ~O ( // U 4_ r - - ' � Zr r A bed - 4?)11 ' W z ' �_ fz55-f� r-- /,0a`• ,fir, o Z 1 CITY OF UKWILA . i MAY - 5 2003 . - PER'IIT CENTER . f'.;,- Sheet Number(s): i s.. , I I "Cloud" or highlight all areas of revision including date of revision — ° Received at the City of Tukwila Permit Center by 1./1'' i C T,iq! } h • Entered in Sierra on 0/05/03: r.,....".1 . 08/30/00 1 t; ,- �... ,---,, --� '0 . . '•• wqs '., City of Tukwila o/ l ie - r i Department of Community Development - Permit Center N •u i ki. d 0 , 6300 Southcenter Blvd, Suite 100 p 2 Tukwila, WA 98188 , k` T %tii %. ''' O . (206)431 -3670 1 - 1 z i : 7 . t 1r { . A ;� ya y a. f t fit , { : ♦ f'.. r 33a 'i w �_ �� R ISION SUBMITTAL i = w 2 c , 3�!a;+K :. .a ,.::, r; !.,.. . t ,�,Y..; 7'.. ... „ .i „z r .'. , ,.,, . .,?:•t..., : : .v•.rs.t. , ,.LS. ' ? : -, ;;; }• t ... i•f'�i sou G Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted w p through the mail, fax, etc. w = i CO� } / /Y/ wo Date: ! Plan Check/Permit Number: D02-133 �¢ j El Response to Incomplete Letter # co d j = ® Response to Correction Letter # _ Z H ® Revision # _1 after Permit is Issued Z O w 2 Project Name: Foster Heights Lot 6 :o co Project Address: 4809 S 145 St i 0 . w � � � Contact Person: f Phone Number: Z 5 Z 5 3 -116 g/ - ` 6 6 ( % w z co Summary of Revision: H H G,�r�2z o �� G- z gl 7 G i - ,e/I' ■, . c1 Y Ot- i;;,,. „y. 3 t\ I ti f u � PERMIT CENTER , : iLai Sheet Number(s): - � . "Cloud” or highlight all areas of revision including date of revision `c ". Received at the City of Tukwila Permit Center by: \S , i Entered in Sierra on 7 ' 3 r--,..„-:..1 . } 01/16/03 , � ,35. ., . , -- .. -- ... ~ .\ / J,��' N'gs City of Tukwila o► \ ,2, Department of Community Development - Permit Center • a (0),y..-b _ -+ 6300 Southcenter Blvd, Suite 100 f Tukwila, WA 98188 isoa (206)431 -3670 --- .. - .�•� UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING The proposed system upgrade at Foster Ileights I6 -tot subdivision development, Pile No L2000 -026, at 47 '' Ave South and South 145 Sttcet requires undergrounduig per . Ordinance 486, 924 and 1321 ALOIJG 5, I4•b{h . - 5EE AT'THCN A, Lot No. Tax Parcel No. ' Address I V P ( O a ) - OD I D I/ 830 5. I �!o s f co O • Z /101 ODD - 0b2.O 4-$20 , Nip X; 0 3 - 2(a I Doo - 0030 4-S/0 S. We St O o 4 Z.(o Goo - D00 14-5w 'i "1 Ail S a • cfa 5 \, ; " � w 0 2(0( Pop - Coso l 4510 41 Ai! s w o 6 Z(cl (O- 006;0 z4svel S (4 v U O C2 2to1 CCD 4tIS 5 )45 W i e:::) 8 j_ 2.6 I DOD - 00130 . 1 US 5 ( U- 9 WO Z(o I ODo _ Uo9D 435 s 14-5 2 . 10 Z01 000 - DOD '1 �11s 5 145 5 v =a D 11 'L&' I OD0 - 0110 419 - 5 I4s Z LI • 1 2 2D ib D I 2o 453o s 145 z ° Ww 13 Z(0 1 0 OD - 013C) ‘1131.0 S I ( -4 - 5 14 2 (9IDbb- 01t-D 9E612 5. RS 5 • O— ot- • i . 15 Z t. I Opt) , - D15 0 1 SD(o S f `,St 1 16 2.61000- Dlbb 9502 5 11W 5L iii z • oI In compliance with the requirements of Ordinance No 1607 the property owner of this Z single - family development has demonstrated application of the Underground Ordinance will create undue hardship if cart ted out as part of the development The Owner is obligated to pathcipate in funding future undergrounding improvements for `. . • their proportionate share o "said undeigtuundtng fronting their property Furthermore, if the L I D /U L I D procns is used to carry out the construction of this under grounding, } • the Owner waives the right to piotest L I D or U L I D formation for this undeigrounding Owner retains die right to contest the method of calculating assessments in such L 1 D and the amount thereof to be levied against the Owner's subject property, and • . other proper ty owned by Owner which would be within such L 1 17 This A gieement by gr 4da ; ' b shall be recorded Y the City Clerk with the King County Auditor as � i�. ..� � required by Chapter 35 91 RCW and the cost of said recording will be paid by the City :�r n i t i ve ie `` r T his Agreement shall be binding upon the parties, ies, their respective heirs, legal •} i.. ... reps esentatives, assignees, transferees and successors This Agreement runs with the land 1 n+h� • t ri 4 . • ^ • .•••••••,,, ■ APPLICANT: / - ; . --- 7- / 2_ -e) ( Applicant (Signature) , Date s GJ1 l�Gl' ,6 - (i cl. ' 7 7 S Applicant (Print Name) Phone Tr iuJO 4-^ _Z - , Street Address City, State, Zip ,' , , i w z STATE OF WASHINGTON ) , z { C to I / ) ss County of Km/ ) -I v U 0 ' � 1 O s t: � On this day personally appeared before me S&1 X I KLto" , w iu :j d to be known to be the individual(s) described in and who executed the within and foregoing J I a: instrument, and acknowledged tha ie she /they signed the same a grk ler /their free and w 0 , 0 voluntary act and deed, for the uses and purposes therein mentioned 2 - 1 ) 4 Gwen under my hand and official seal this _ 1 2 day of uvu- cn a I w , cat = Z1 ° z ti ,�„Mppuuuy,, W iJ.t L‘tioi(....-- f .......... Signature .. , � ..-I 0 : ` N Rr s _ Print Name w t 4 ~•"' '"' E. NOTARY PUBLIC IN AND FOR THE STATE H v P. v. :. kt V,.. "o OF WASIIING'TON, RE IDING AT u' O N Y-4)01 t ' wns‘''', My commissidn expires ( 5 -i I - 0 iii rn _ O I— I Z CITY OF TUKWILA 4 ' i .> ... 3 \ a2au�. -s 7/ I R/ 20o i S 1 u 1 ic Works Director Date . 1 \ -., I f I to Pp p t • S i, i 11 0#1 1` tit jr . ^ , • 1 L ! ' v. I i , - 1 : , . .. I 1. - 701 ,` ' , `I )�;,'1 • µI u ev • ! 4 i • 1 ;.� L : ! i S " 1 I +f i • •,• . % t _ - -- 1..' 1 t I,' ►I " i , . . i ce' '� -�I`�• _ • � p I t i, ( ! �•. ! .^'t : - . `` M, • • • 1 • ! 1 I I ' ' 1 4 t ,/ „,), _ $ I ]R __ _ ? 1 ` • ,'• `• . ' I. 1 . I i '4' 1 • •' I , <� • _ I ' - r. =L3 1 1 016', E -- .. WI ..41 —sue -- • __ - _ _ -.y 'S.. -� —Y -- - -- i SUB-1E T TO A De' .& MI t'!DI 1 I •∎ AG ZEE M EMT - I y: i I ,. - 0 ... - -4 '''.. er - n'',3 ..'"-......- ... NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN . ' Y . ;', -, THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMEN . , s � � ten. _ { lot 6 foster heights site plan utility plan drainage plan typical detail for wall and slab drain system filter fabric fence install void elevation a lower level floor plan upper level floor plan foundation plan lower level electrical plan shear wall schedule lower floor upper floor alternate floor framing joist roof framing elevation roof framing plan section a-a shear wall schedule kitchen cabinets bathroom cabinet standard wall section detail general notes detail structural notes E '�1� �c�•L STRJCTURAL. NOTES &L CoNSTRucTick 3**A1.1. BE IN c ' U114 TIE AVOW 5•ALDING :ODE (LOO 1I EDToC#4 jT:. ***TON STATE ,'DESIGN L0AG5: ROOF LIVE LOAD DEAD LO4C FLOOR L'VE LOAD DEAD LOAD 25 PSF : S►4G1i+J 115 PSF 40 PSF ; REaDBNTIAJ-, 10 PSF WEND 8A51G C SPEED EXPOSL RE 5, 1 = Ir0 SEISMIC ZONE 3 Ca • 036. I • .0. R•55 00 MPH INSPECTIONS: NO 5PECI4L INSPECTIONS ARE REQUIRED NOTIFY THE BUILDING DEPARTMENT FOR N5PECTIONS REQUIRED BY LOCAL- ORDNANCE ALL PREPARED SOL BEARlNYs SURFACES SI•tALL BE INSPECTED BY A BOILS ENGUEER PRIOR TO PLACEMENT OF RERfFORCI•G STEEL. FOUNDATIONS: ,PLACE F Tr,VCsS ON NATIVE OR COMPACTED SOIL 111TH 1,200 PSF BEARING CAPAC TY (A55J'IED,. BOTTOM OF = EXTERIOR FOOTINGS SHALL BE MNIMLM 1' -6' BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WM+ A 11E11 DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE 514ALL CONFORM TO THE REQUIREMENTS OF TI-E UNIFORM BUILDING CODE, 1991 EDITION_ MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIlitrl 5LL E OF 4 INCHES WHICH CAN BE °LACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Fc • 2 PSI WITH 5 SACKS OF CErENT PER CUBIC YARD OF CONCRETE AND A MXIMIM OF 634 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SIZE OF AGGRREGATE I5 11/2'. ALL CONCRETE SHALL BE POIRRED MONOLITHICALLY &V1EEN CCNTRJCTION OR EXPANSION JOINTS UNLESS SHOUN On-ERASE. REIPFORCiMC; STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFOIR ED BARS N ACCORDANCE WITH A3TM SPECIFICATION 4 -615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1' -b' MINIMUM UL.EBB OTHERWISE SHOO. PROVIDE ELBOW BARS (31 DIA,) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS N FOOTINGS AND WALLS. REINFORCEMENT 'SHALL BE ACCURATELY Y PLACED AND ADEQI47ELY SUPPORTED BY APPROVED CMAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING CROFT' OR CONCRETE PLACEiiENT. MINIMUM CONCRETE COVER FOR REe•FORCING STEEL: USE PROTECTION SLAB AND ;iJALL BARS: INTERIOR FACES EXPOSED TO WEA TI- ER OR EARTH 11x2" (5 AND SMALLER) 2' (*6 AND LARGER) FOOTING BARS 3" TIMBER: - ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS POSTS 2x FRAMING DF•2 OR BETTER DF'2 OR BETTER -Ft1 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "1L&LPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION.. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN MI IM II 6" CLEAR BETILEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. ALL MINI"IJ'1 NAILING SHALL BE PER UCB TABLE 23- II -S -1 iI N,O. MACHINE BOLTS TO BE A- 301. BOLT HE405 AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD OJT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICBO APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD UUTH PROPER NAILS. ALL HOLES 51-ALL BE NAILED GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLI3) TO BE IN ACCORDANCE WITH ANSI STANDARD A190.I, .4J`1ERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb • 2,400 PSI) FOR SIMPLE SPANS AND 24F -v8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE CASEN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 2" DIAMETER AITC STAMP AND CERTFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANURACTURER'5 DRAWINGS AND INTALLATICN INSTRUCTIONS_ CONSTRICTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND ILES STIFFENERS PER MANIFACTURER'5 DIRECTIONS. rARALLEL sTRAND larem (PSL ) PARALLEL STR NG WILIER TC BE BY 'RAS .CANS- MACMILLAN (P..RAL.r.N'1i OR APPROVED ECiJriALBNT ;FED 2 900 . E • 20 x 106 PSI, MATE IA, SHAL1 9E :.ES•G NED a r.ANUFACTLIREG TO •' -E STANDARDS SET PORN N NER - 292 OR Sat t " !•C Nib , - R SEARING LENGTH 5 44L . NOT (EE LEe5 TuAN 11,1' DO NGT CUT OR NOTCH BEAMS ..11TH OUT PRIOR APPIW/AL OR R •EEL. C.1T5 SQL NOT OvER+4NCs NS DE FACE OF SuPPORTING "EMBER REARING WALL PRAM Au DOOR AND .WOW +•EADER5 NOT CALLED OUT OR OTHERWISE NOTED ON THE PANS SHALL BE 4x10 DF2 WITH ONE CR•PPLE ANC ONE STUD EACH END FOR OFEtvINGS 5. -0' OR LESS AND TWO CRIPPLES AND ONE STuIC FOR OP9NNG5 MORE THAN 5. - C' IUDE. AL- coU.Irt'* NOT ALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPICE LAMINATED COLD" t16 TOGE'1 ER WITH 16d • 41' OL. STAGGERED STAGGER SPLICES AT TOP PLATES MINI411 48' AIC NAILS IUTH Ibd • 8' OC. SWEAR WALLS: ALL SEAR WALL SHEATHING NAILING AND ANO-CRS SHALL BE AS DETAILED ON THE DRA UI NG5 AND NOTED M THE SHEAR UU,4L L SC, DiJLE L SE AF.: RATED SI-EA/WPC (24/0) WITH A MNEMJI PANEL EDGE NAILING OF 8d • 6' O.C. UNLESS NOTE: OTHERWISE. ALL SHEAR WALL NAILING SHALL BE G‘7410N WIRE OR GAL /ANTED BOX NAILS BLOCX ALL UNSUPPORTED PANEL EDGES. ALL NAVE STRAP CONNECTORS TO TI-E TOP PLATE AT EACH END BEN TI-4E HEADER INTERRUPTS THE TOP PLATE 115E 'SrIPSCIN MSTA24 CONNECTOR UNDO. FLOOR AND ROOF FRAMINCs: PROVIDE DOUBLE JOISTS JNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE T+•+AN HALF THE LENGTH AND ALL ARCtND ALL OPENINGS N FLOORS AND ROOFS UNDO. APPLY 14U RATED SHEATHING (40/20) GLUED AND NA1LD TO FLOOR FRAMING MEMBERS WITH ad COMIC :#.4 OR GALVANIZED BOX NAILS AT 6' OC. AT ALL SUPPORTED EDGES AND 8d COWt'10N OR GALvANIZED Box NAILS AT 12' OC. AT INTERIOR SUPPORTS. APPLY t'? RATED SHEATHING (24/0) ON ROOF NAILED TC STIFFENERS OR RAFTERS WITH 8d COM"ION OR GALYANMD BOX 'TAILS AT SUPPORTED EDGES AND SSG COI" MON OR GALVANIZED BOX NAILS AT 12' O.C. AT INTERIOR SUPPORTS. LAY 51-EATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. 'ROOF TRUSSES: TRUSSED TO BE DESIGNED AND SUPPLED M ACCORDANCE WITH MC SECTION 2321. DESIGN TO BE BY A PROFESSIONAL ENGINEER LICENSED IN TIE STATE OF WASHINGTON. MEMBERS SHALL BE SIZED TO ACCIDATE A 25 PSF SNOW LOAC AND ALL DEAD LOADS. EACI•+ TRUSS SHALL BE PLANT FABRICATED AND 5I-ALL BEAR THE QUALM' CONTROL STAMP, MANUFACTURER'S NAME. DESIGN LOAD. AND MAXlt1J1 SPACING. ALL MECHANICAL CONNECTORS SHALL BE CO IB APPRCVED AND LOADS SHALL BE IN ACCORDANCE WIN THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL FRAMING-TO-TRUSS AND TRU55 -TO -TRUSS CGNNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO NE BUILDING= DEPARTMENT FOR .APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TG FABRICATION. 'GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFOR 1 BUILDING CODE (UBC), 1991 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TEO- NIQUJES, AND SEQJENCES OR PROS REQUIRED TO PERFORM NE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITONS ,4T THE JOB SITE INCLUDING BUILDING AND SITE CONDTIONS BEFORE COMMENCING WORK AND SE RESPONSIBLE FOR SAME NE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIF ENER° NAVE BEEN INSTALLED TINE CNTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DPEN6ION5. THE DETAILS Si.OiJN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODFICATIONS TO WORD SHO1W ON THE DRAWINGS 544ALL NOT BE CARRIED OUT WITHOUT Tl•E WRITTEN PERMISSION FRO TI-E ARCHITECT OR ENGINEER 51-4E4R WALL SCHEDULE MARK MINIMUM -F SHEATHING (I) SHEATHING NAILING (I) ANCHOR BOLT5 (3) REMARKS [4> D D N MIN. 4*" T1 -11 OR 058 OR " OSB CDX 1'2" 058 OR CDX 1'2" OSB OR CDX 6d • 6" QC. 8d • 4' O.C. bd • 3" 0.C. 8d • 2" O.C. wD" • b0' OC. NI" • 32" O.C. r%' • 192 " O.C. .' " • 16." O.G. . Qall • 195 PLF Qall • 350 PLF Qall • 450 PLF USE 3x STUDS AT ABUTTING PANEL EDGES AND STAGGER NAILS Qeil • 600 PLF USE 3x STUDS AT ABUTTING PANEL EDGES AND STAGGER NAILS DDZ-J33 NOTES U ALL WALLS DESIGNATED" [>" ARE SHEAR W4LLS. EXTERIOR WALLS SHALL BE SI- IEATI•ED WITI4 RATED SHEATHING (24/0.058 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE). NAIILING AT INTERMEDIATE FRAMING TO BE AT 12' O.C. NAILING NOT GALLED OUT SHALL BE PER UCB TABLE 23- II -8 -1 2) HOLDOIL N5 AND OTHER FRAMING HARDWARE BY SIMPSOON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MNI'U'1. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE IWTH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END CF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE MINIMUM 2" x 2" x 3/16 ". ►1 i MAIN FLOOR (A • 931e 60 F*) U • 4Q SO FT) �_Lw• d naa MT. CF 1.04 WIROVED uG _ 2 2ta CITY OFT UKWILA MAY 1 3 2002 PERMIT CENTER • 0 1 Q 1 O 1 rL O 0 ILO0 z U z 0 _nA (We0) Sad 1017 • STRUCTURAL NOTES P• COPYRIGHT 2001, SECsA ENGINEERS EXPIRES: 3/12 /U) s.� 4 1 11 99 -083 iooz 50 :80 zc 61 Irf' nut &MD.IS OSP 1131\05d \saWoH 31sse;o buo1\L6 11 OVOolrn1 \sa[tJ treJ6o. • I . RATED S s111.wc3 Id•6'OC, .2x 'ANTED BLO K*4 NAIL TO TI?.�6 • EAC.4 END "S:' 5CN .4 FRAM* AtbiCACR .JSE TC��TYP�E 7 ANC44OR AT 56OR MSS SWEAT , AND NAILING PER PLAN OR SGAE,E. 820 -s 'N—TRUSS PER PLAN DBL 2x TOP PLATE_ LAP SPLICE 4' -0' MIN_ 4 NAIL i,/ 16d • 6' CC. STAGGERED TYPICAL ROOF FRA ii CONVECTION 'S1" 1PSON' NOLDOIW STRAP PER PLAN S•EATI4ING t NAILING PER PLAN. SPLICE TO OGC.LR CN COP4"F1CN MEMBER OR BLOCKING 2x STUDS PER PLAN. (BEAM AT SIM) 621; ROOF FRAMING o GABLE END 82.0 INTERIOR 5I-EAR WALL * TRU55 SOLE PATE NAILING USE 16d x16" OC. MAl SOLID RIM JOIST z-34" SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. - LAP SPLICE 6'45" MIN. t NAIL u✓ 16d • 6" OC. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION JOIST PER PLAN --' SOLID JOIST 7/-- Ed • 3" O.C. 4" SUBFLOOR 5IMPSCN' .435 • 81 OC. FLOOR FRAMING AT INTERIOR SHEAR WALL 8201 82.0 8" 2x 5TX PER PLAN. USE DBL 5T',ID AT END OF SHEAR WALLS t NOLDO INS. 4" SLAB ON GRADE OVER fMM. 6 MIL VAPOR BARRIER i2 I' -4'- PaNDATION AT 5LA5 ON GRADE 2x PT SILL ,ui ANCI•4OR BOLT PER PLAN OR SCHEDULE. USE 411"4, • 60" O.C. MIL •4 BAR CONT. (TYR) MIN. (3) 2x STUDS • Pt-ID TYPE HOLDOILN. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. TRUSS PER FLAN- 2x FLAT1I/SE BLOCKP Cs • 16' OC •' '2) i0d E4 END 1(4. CO TO TOP PLATE. 8d•6'OC. RATED ISHEATIOIG '. i—8 ATHNCs 1 NAILING PER PLAN. 4 ' INTERIOR SAAR WALL a TRU55 820) Ibd • 4" OC. SOLE PLATE NAILING 'SIMPSON' HOLDOILN STRAP PER PLAN 52.0 34" SUBFLOOR N TJI JOIST PER PLAN. SOLID JOIST. FRAMING AT INTERIOR 5I-EAR WALL " RATED SHEATHING *4 BAR CONT. TOP t BOTTOM. HOLDOIUJ PER PLAN. INSTALL. PER MAAFR REa'T5. 51MPSCN SSTB ANCHOR BOLT u✓ DIA. PER MAWR 4" SLAB ON GRADE OVER 7- MIN. 6 MIL VAPOR BARRIER / PER PLANT. 2x PT SILL u✓ ANCHOR BOLT PER PLAN OR SCHEDULE. USE 4'84 • 60" OC. MIN to FRAMING • PHD HOLDO(LN S2.0 04 BAR CCHT. (TYP OF ?i 2x STUD PER PLAN_ USE D&L STUD • ENDS CF SHEAR WALLS t 440LDOIWS. SI€AT .41P / NAILING PER PLAN. `51 -4,SON +-IOLO U1 PER PLAN. 8 52.0 SOLE PLATE NAIL WCs. USE i6d • ib' O.C. Nk 4' SNEATs 1x PT SILL iWr, ANCi'+OR BOLT PER PLAN OR SCI.IEDILE. USE %'• • 6C" MN. 'K S4R C NTI UOU3. TYP.) 04 BAR CONTINJOUS (TYP.) 1 8 FOU}ATION AT CRAWL. SPACE c. • 1e • • 0 0 • • • 11 92 ID IL " MfN. 3,5TEPPED FOOTING DETAIL ELEvATial FOUNDATION PENETRATION • • QZ-)33' 4 vito ovitzesAc) ,NO) CITY OFETUKWILA MAY 13 2002 PERMIT CENTER C.OPYRIrUT 1/!1.),1 acs A C. n, eoa STRUCTURAL DET EXPIRES: 3/12/4 52.E foster heights main street design preliminary plat TYPE u: BARRICADE 1 -8" TEE (FL) 2 -8" GATE VALVE (FLxMJ) 1 -8" ADAPTER (rLxfJ) W/ THRUST BLOCKING TOP OF CURB = 464.23± _ SCALE 1" = 30' 1 -8 CAP (MJ) r1 -2 BLOWOFF C / W/ THRUST BLOCKING NE 1/4, NE 1/4, SECTION 22, T. 23N, R. 4E., W.M. 1' SERVICE / LOT 15 ONLY 1 -8" 45' BEND (MJ) I, 4/ THRUST BLOCKING TI! NOTES 1. ALL MATERIAL SPECIFICATIONS AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE REOUIREMENTS OF WATER DISTRICT 125. 2. ALL LOTS SHALL HALE INDIVIDUAL PRv'S. INSTALLED ON THE DOWNSTREAM SIDE OF THE METERS. 3. THE LOT 15 RESIDENCE SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 "x6" TEE (MJxFL) 1 -b" PLUG (MJ) 1 -6" GATE VALVE (FL) w/ THRUST BLOCKING O'-8" D.1. CL52 1 -FIRE nYDR <NT PE' DISTRICT STANDARDS 1 -8 "x6" TEE (MJx' L) 1 -6" GATE VALVE (FL) W/ THRUST BLOCKING 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1-8"x6" TEE (MJxFL) 1 -6" GATE VALVE (FL) W/ THRUST BLOCKING 2-, 44.38 D.I. CL12 1 -8" VERTICAL 22.5' BEND (MJ) W/ THRUST BLOCKING 5' WATER, E DEDICATED WD 125. T I 115' WATE ESMT 1 -8" 145' ND (MJ) W/ THRUST CLOCKING 5' WATER ESMT. r DEDICATED TO WD 125, TYP. 116 -BOX MAILBOX RACK 1 WITH MINIMUM 1 1 /T 5' CLEARANCE BET WOO 1.1 MAILBOX & BACK OF IDEWALK -SEE DETAIL 5'x25' 4 \ SIDEWALK EASEMENT Ji 18972 TO 81\ REMOV -UL t:.. RELOCATE` EXISTING (FIRE, HYDRANT TO BEHIND SIDEWALK , TO CITY OF TUKwiLA 1 146TH° ST. C 1 -8" TAPPING TEE (FL) I 1 -8" TAPPING GATE VALVE (FLxMJ) W/ THRUST BLOCKING EX)ST. DITC TI,LSL F,L, \N ARL "AS- BUILT" AND 1 HE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: 11-- 5 -Z0o0 WILL LAM Si1UrE H I MfIFRG PLS 11332 N 83'54,.50 1 -4 "x8" TEE (FLxMJ) 1 -8" GATE VALVE (FLxMJ) 1 -4 "x8" REDUCER (FL) W/ THRUST BLOCKING ABANDON EXISTING WATER METER & PLUG' CORP STOP AT THE MAIN DESIGNED TJR DRAWN JEF CHECKED TJR REVISED PER PACE & CITY REVIEW SY 1 REVISED PER PACE REVIEW DATE LIY APP'D REVISION JUNE 16, 1999 SCALE 1' - 30' KING COUNTY WATER DISTRICT NO. 125 SMUTIEA41 OWNER TRiDOR INC. ATTN. SCOTT W1rKLOF 2226 ELLIOTT SEATTLE, WA 98121 206/443 -7735 VICINITY MAP NTS LEGAL DESCRIPTION LOTS 12 AND 14, TOGETHER WITH HE WEST OF LC TS 10, 11 AND 13. ALL IN BLOCK 4. PLAT Or ADAMS HG'4E TRACTS. RECORDED IN VOLUME 11 OF PLATS, PAGE 3'. RECORDS Or KING COUNTY, WASHINGTON. FIELD SURVEY CONTROL WAS BY CLOSED TRA .ERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 122,000. IN ACCORDANCE WITH WAC 332 - 130 -100. DATUM ASSUMED DATUM WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCAT ONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILTIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRJCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DLS.GN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, ANC WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON ':LASS 52. PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), ,- XTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS ALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, 816.2 B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 P5. AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE •.4UELLER. 9 CUT -INS ANC LIVE TAPS TO BE MADE BY CONTRACTOR. WD x125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 3. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANG:S ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES ANC DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METCR. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COv'EP..FD DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS 10 BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23 ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED Call before you 1- 800 - 424 -5555 UNDERGROUND SE' VICE (USA) I)o2- 1 33 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL Pr ORE YOU ['IC,' 1 800 - -424 -5`55 TRIDOR INC. FOSTER HEIGHTS WATER EXTENSION WATER PLAN JOB NO. 99154 -80 DWG NO. 1422- 4W1.DWG SHEET 1 of 2 0 o t I ° c.. 0. h a �� a c of FOSTER HEIGHTS 1 -' N ` ., \ p St C. 1---, I N 77. ^ t .� t F, 1 %1 %1 A u if 30 I ' \ L■-;: l'r/ cl a �, y +. I as ) i I 4 ii t , 4 , , � I -; 1144 Sr ,k s , ,r ' N I S Ise ST Z j SITE ; s ,son. • n , 'r9 .- I �, • ! SZPmo sr!s i 4 V 3I 3 3 d 1 road plan storm plan grading plan 1 ��11 1 � ' - .i • 3 , 2 1 0 0 W �_.c J.! .. d I : o w a yl �� .. U 1 U U y v 011,Prs41111111r {0 < ,,, w w 7 o - ac / i r V i i 4 a a a_ • i ' J N u W i v i i I o • I S CALE 1" = 30' ,5 ., d > 5 > I ., I • r r - 2 r w 1., ,:, i �n „ ______:_ ,_ —� I x T t sI -- k v I / . \ V I CINITY MAP ir f ' UPE I N TS f o 1� K I I / S_ -_0 z • / N � • \ N. ,�° ":"° C cr INDEX ...1, ' • I 1 i 1 i k 1 , YARD 3 f " , zic� 1 ROAD /STORM /GRADING PLAN - I .AN s , O. i 1 ' D R.A :N ALONG RELOCATE UTILITIES 1 e /9.► 12 ` � % 3 � i 2 ROAD /STORM PROFILES ! , 11 - 3 ROAD/STORM PROFILES E � 1 3 °� I : , 5 NGTES /DETAI 4 OFFS; T E WAL K WP. _ I "' NOTES/DETAILS ,•• ° e ? a s I /s, ��' 6 STANDARD DETAILS �`_ ,. ° • N 1 ,:, QS I B CGMPOSIiE UTILITY PLAN 1 :�. 3 C--' $ T PLAN 1 TYPE ui a` 8" ADS N - -12 z I `• \ ° I THESE PLANS ARE AS- BUIL '" ° _ BARRICADE. I T1GH TUNE 5'PRIVATE ' I FROM ROCKEt'Y D AINAGE -'� \ I I A THE INFORMATION S HOWN + y '* ZS • ..........:'4/ x ...... 1 DRAIN ®t b1.N. EA I I ACCURATELY REFLECTS EXISEXISTING ?7I 1fi _4____. Q, 'a sT' z'3 ' w I • I I 1 FIELD COtNDITIONS AS OF THIS — I • L - _ ' I I �/ I � . I I o5 - 05 = STA. 3 +24, 13.25 K I I DATE: 1Z STA. 3+25 CB# 12. TYPE \ i p: VATE• /� 1 Uwe-- j�.i i1 'n END RIM- .4:.•.- 44I } Y ARD DRAIN \ ` 1 , 'A!' E ESM WILLIAM SH HOLMBERbi PLS T1332 I , I , „ „ OWNER ,Il o .; IMPROVEMENTS ; '1 .. `/ , ' INV =� =c►-r }58. \ I I ,XJNCTION BOX '! F I STA. 3 +10, 27'LT j • I , 32'^ 12" SO . 5 L 78 r5 Z..4511, Z..4511, ' . I I HAP PY VALLEY SAND CO. • I CURB INLET BOX r P _ 1, . -47, 13. \ \ i I 1 ! / . •/ `��� I 4 0' 20 P.O. BOX 132 jj STA 2 +92 25` di ok RIM =:� 463. + C B 11 TYPE / `\ + ISSAQUAH, WA 98027 C • ,i q IN✓ =4•E,9 rJ4•5 n ` 3o S A 1 +73, 25'LT I `' I II q /� COrINECT RIM = 4l,2 STA. 3 +00 - END ROCKERY f 6 I CBa 9 P ! t , ROCKERY IN I INV= + ¢57.g Y v CB# 7, TYPE 1 I I C4 N . Y TOP =466.0 I I ! 1 I ! !VANED - ATE - � I I LEGAL DESCRIPTION • ! DR ,IN uEc HAIR ORIVEW • ; '` i v l W/ THROUGH O U TOE =463.2 I W LC ! I RIM= TO INLET 4 ' ?'�' r CURBCl1T , 1 , CURB INLET ( LOTS 12 AND 14, TO W1' I THE WEST HA LF OF LOTS 1 y. a = j RA..�P, TYP. INV =• / I I I\ , TYN (t� RIM= 125.,) 414. f5 10, 11 AND ! 3, ALL IN BLOCK 4, PLAT OF ADAMS HOME L p o U cx. 7Z - I 1 I 7 0 j INV =4�v -e 414.gL I o TRACTS RECORDE N VOL UME 1 1 Or" PLATS, PAGE 31, I T" �� 11 t I • t � .N a-} - _ _ _ - _ , ./ / 43; aI� I ( RECORDS OF KING COUNTY', NASHINCTON. I • \ 1 . % - ' \ . CB# 4, TYPE II 3- 48 CB# 3, TYPE II -48" I z ( 1 I l Y , � ++ -1 ' 40 W/ SOLID LOCKING Li D I' 1 r ` / / W/ SOLID LOCKING UD I \ -0 R: E g-, TOP =x68.0 7 ACCESS RIM= 4L:.er± ¢1 RIM= 33eraes 84 !7 - i TOE 1 �� i /��a►�� 11 a31 , ' ' ESMT ce/� s, TYPE u - 54" INV= }a:- =� 408.6! INV =33D 23 ) 8 I INSTRUMENTATION x I I ` — = 1 j ' / ' W/ SOLID LOCKING LID • INV =375 , "'S) 77.7f (�/ ¢ V] U i 1 1 kinal11111001 V + O • I t 7 7.00 / . . . EXIST.� I CB 7 I r I a g r STA 2 +74 185RT tL 2} .38 / 13 INSTRUMENT USED 5 SECOND ELECTRONIC DISTANCE _ 2 , • I RIM -i e...r.: 4 7 e ^ 1 2" HD ® I RIM - . ::v::N:oNRoLws:yciosLDrRAvs TOP OF CURB 46423 ± �' \ I ' !' 1 u t � � W/ 2) 2 +4347 I " N v SPACED ALONG PIPE I E \ - _ a LOOPS, MINIMUM C_OSURE OF LOOPS WAS 1:22,000, a Z i 1 ° 1 t� '� `� I IN , .,CORDANCE MTH WAC 332 - 130 -100. fZ a 3 ti ° I ��� ��� - � ` I N 8753'42" w ° a • T t ! 1 I .Q 1 COMBINATION > �-� _ I • ! `' l 4! �. - - -- -- - - — - — -- — — — s�"-� -.w� _ te9.2 DETENTION /WATER w 1 1 iQ f , I 1 =v : ; - C +9) 13.25 / - 1 ? � i ��r•.` 7 t_ RD E 012�p, x �� TO=468.9 a 2' - SEE DETL / / f VA1 12SD I DRAIN' 1,00 %' z TO=465.0 ! .ORII EI.IT , � 4 iRT +� S� j , 1 , ' = `t _ ; „9x f3i W r2 PIPE AN HORS ", ; ' �,, � ' y *�,>r \ ® � / ) �� �: ` T t 1 ATE SPACED ALONG PIPE ......���..� , • ' • I PRIVATE CB #14, TYPE 1 -a8" EASEMENT I 1 � ;: G ! DF I N Z 5 WA TER, ET- I 1 (TP.) DEDICATED !0 - , INV = 436.97 ;I w 1 WD 125, TIQ. i EXIST WEL TBE ` NV = 107 474.L3 r i i i � 5 \, \ i I 1 I A8ANDO D PER %' , 5 4 N I i\ P 'MAIN ANCE W ° tx W ~ � ` 6 " PVC OO , Z 0 c 1 , t 1 t ' � 1 r= r^ 12" S0 ' I L.O.E. REQUIR MENTS r., _� 0 /I I ' y ACCESS PA /1NC „ e ,. Q o W Q , �: i 10' PRIVATE l t I` 11 O.v% 0- MIN. , I AREA , , , „ „ _ i \ \ 1 8 ® �.i7`� e ^ DRAIN ACE 9 ! 1 I 1 I ., ... I o W k. i ESMT P CB #'6 I ` • - \ I ) \ Y AR I ok. I q ' , 0 n I 1 , 1 1 I I LO C KING 6 P R IV ATE ) T RAIN / �" I M CB# 2, TY I I -4 8 " a CC I • 6", PVC ROO FDRAIN 427.00 RI VI I # 1 NOTE I ` CB 13, TYPE I ( r [ 3 • STA. i 1 w LOCKING i iii ' VAULT DRAIN ! RI = TYP 3 1-48 If-50 \ `,0.59 1tIN.. T. 1 • I 4Z1 _ . _ / ACCESS , INV 3,6.:.•,(12 W)374373 1, UNLESS OTHERWISE SPECIFIED, ALL STORM 1 -BEGIN ROCKERY _� . . • r' � i B , ? 1 I VANED CRATE.' MAN GATE VANE �� v I I I � NO , .` � INV= S73.2J(6 " "E)3)3.t:3 OR EQUAL. r I Rim= 4 �+ _� -� 1 I PIPE (SD) SHALL BE ADS N -t2 TOP =4n9.0 L PRIVATE I f RAIL i , I1 '� t TOE =YFF.S I \ DRAINAGE I INV= ::8.:: +oq 'n' \ I EASEMENT I I I I OR CHA EL HAND LINK FENCE ! c. STREET U T MATERIALS AND v 1 I , T-7 1 . 1 _ o f 7' WATER ESM 1' I \ , - - ±` YARD f j - \ Y CONSTRUCTION CH SHALL MEET CITY OF E+ 1 i ! ( ! 1 1 $ r � z ` o CB# 1, TYPE I TUKWILA STANDARDS. DRAIN, TYP. X 25 PUBLIC I DEDICATE) TO I ^� -- / , r - _ �R AiNACE ESb'T;' '® 100. ' ' 2.00 J CONSTRUCT OVER I z _ _ - 1 WD 125, TAP ___ _ I I �_ _ / ° EXIST. 3. INTERIOR ROADS SHALL HA' ✓E 1 I ?: BOX MAILB(X R;1CK __ \ ' ^ -�" THERMOPLASTIC CROSSWALK AND STOP BAR + h 0 TH MINIMUM I 1 Z RIM -3; SJ , 2= 3 75.11 ° / -� i I -x j'j E�' I (MATCH ROAD) v STRIPING AND CENTERLINE BUTTONS- Z I I + LE E 3ETwE MAI LLN I _ I / MAI BOX R c (LICK OF IUE.wAEK �! / 5' PRIVATE I INV T 0V (.ERIE.37Z -76 Q I II LOT LINE TO BE DRAINAGE J \ G I I PRIOR TO VAIJLT 4. INSTALL STREET NAME SIGNS, STOP J I t \ ,„ , -S,_ DETAIL ELIM!N�TED ESMT CONSTRUCTION) I I I STANDARDS. PER CITY OF TUKwILA •t r . \ I MIN. 20' WIDE DRIVEWAY ' r \ \ /FOR FI DEPARTMENT I I I ; I I / 5, T, ' 4 \ TURNAR �. �) 14 14. I' SID WALK \ . ■ \ \ I I I Z "NO PARKING ON I ri I EA -MENT 1 ASPHALT" SIC I I I A WALKwA•! 0 190' AS NEEDED TYP. 7, I'1 I f .6 13.28 : • 13., \ I I I I I I APPROXIMAT CUT = 1,150 CUBIC YARDS Q , ! SD ®i=.- ' ' 1 • SPACING, TYP. �' I N " / / E \ • 1 I RELOCATE EXISTING] I I I APPROXIMATE FILL = 400 CUBIC YARDS RELOCATE EXISTING y STA. 0 +48.60 I I UTILITIES AS I J FENCE AS NEEDED. l ' '0 I •488 CB# '.3 TYPE 1 NEEDED, TYP W/ ✓AN; ., GRA/TE I 1 I �_ WIDEN EXISTING ASPHALT TYP. / STREET TREES, ii I I EXISTING ROAD 5 MIN. FOR PEDESTRIAN \ Ii \ / ! RIM= �•= %142 443, op I 1 ' ` I W T T WALKWAY TO 46TH AVE S. TYP. Ilppp , \\ (MATCH PAVIN) 7q' ..1Z " 1 II.S7j 71- { V = Q I I - ScE DETAIL \ rev =' 459.;5 I Gt3, � , I 1 I w �i 1 I 1 , - _ i 4'30 (� \ I , . . \ > I {i. V _ ___ `� _ _ __ I W ._Cy -- }- a- n _y v rE X r _���� , 4 - - STREET TREE. TYP \ I ' ' ,..: Q I I _� 1 ARATE PEDESTRIAN c r _ — I _� g I. WA'E , 4x _ + - „ —� „� 1 -0 \ I I I I • 0 'Q o� 8 THERMOPLASTIC EDGE E _ � _ _ -_ - - -- ���� I 0f 0 (] r ° , : hIF 10 SEP i ; ` _ - - _ - _ - -� 1 / / I ¢ I (n -- _ H' i o FROM AUTOS! / o ` N 8T'$5'S8" W y, - -�_ I `.iis < I -� 's ( J 10 - - -- ' 1 ` - J • � ,.. 1 O X f C U3 I I— W ® — - � — — au - —`^�BF Jt`E It F� _4. — , ` _ ? i 1 �� 4.7 : , g4 io.>i37„ m� I - _!�'� - - ! / / ' ,- O I -7 '• ''. 1 ` ---� --__ ___ l TO vI1Y OF T "Kw!lA_ �:- 1 r 1 t N E XIST DITC EXISFINO V v c a [ 6 \ S - rAU �M t - Y () �-0 ---� fl DI fCH CC ' 0 Expo sE/REROC • Z O W Li ENTERING SIGHT DISTANCE ' "' 12,.=+ -` R ,. -.4.6.3.4, PO TFiOIE 11ATERLINE PRIOR STA. L +49.89 r gjO a2 - • -4, PIPE N Er , 438 FEET LOOKING WEST lr+v - t7 r. 44 I nry • 4co,58 TO SD C rISTRUCTION TO CBN 12, TYPE I O a- _ - • to • 323 FEET LOOKING EAST I CL EARANCE W/ VANED !:RATE CONSTRROCKUCT /RNED EBUILD I \ ` �_ LOW currec unourcaouw V / C2' l �S ID oh (INSTRUMENT HEIGHT = 3.50 FEET, RIM =' t 434!0 c al LI DITCH ununuecn ,rs cosh. MEASURED 10 FEET OFF EDGE OF I I ;( ;: (MATCH PA V I NG; °0 ; -SEE DETAIL o ASPHALT, OBJECT HEIGHT = 4.25 FEET) L4vERIFY B Nv =' ° +31.0" +I I �; , % DATE 2/10/98 POSTED SPEED LIMIT = 25 MPH ; ;; :::; R,.s c 454.2 '1 I I NOTE: l,VV . 43o GI I EXISTING tz Call Q 1 I JOB NO. 1422 -004 I I I before you EXISNG UTIE IT ;,TALL BE THE LITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, DRAWING ND.1422 -4C1 CONAND TRACTHORIZOR'S AL RESPONSIBILIOCATION OTY A TO UEETST S UNOER- THE EXACT TI VE ONT LF LL XI G �� 9� GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN SHEET HEREON. IHE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800- 424 -5555 NOT SHOWN ORBEFORE UTILITIES YOU OIC HOWN 1 500 --I THEIR PROPER LOCATION. OF CALI Ur, 1ERGROUNo SERVICE ( USA) r r t 4 4 --,--,- T i a -,,, ,.3T, 1,-,-- •-• 0`" , - • ,:- " ,1"7";•:: Depf,rrifiet1 .: :: r , ::::toy IC: , 1.7. ( ,ta'aliaTC:C. to errors .1,=,1 .- i ! 1 ' i< i -.-') i ....•- ril-iL •lit1 , , 7,1 , 6 - •ns which do not authorize violations of ___ _ --- - ----- dor standards or ordinances. The responsibility adcquac of the design rests totally with die esie.•.-... Additions, deletions or revisions to these .-'..,':'/;...--. !i• ‘-iv.», [•ifir- - 4. ■ I 1 ',rawings after this date will void this acceptance . % 1 — - - N _ V, T,"-d will require a rsubmittal of revised drawin e gs _ --, - '. tt\ V. ‘, :or subsequent approval. -,-,7.-,----,_ 1 . 0 • -t. 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(..... , ..--- \ o CEIVED - f- wKwILA , AIZx t7.- " Vil*6 r - I . yp ;?-:, - I i‘i .,:::- i...):■Ar: _ c:,- •/- _ ,, _ „,, , INS ' : 4 . \ ______,. ii , ki: 1 10 ,,, ii I ' 4, i ‘t4L.,.z Lvi 9- ,\ 1 i , vo- 1.7• \ k 1 • ._ _. ---„,) ' +1 0'4111117 ■-- ____ , .y-..-0..) I 0, i , li, ; -,.., ,,,,, ,o, a neCT.q IZ 4P.•-1.---.77 7 r F • , Jo '-' LONG CLASSIC 'HOMES 17 ------- 4_ --1- \i? _ - _____ \ k_ IL_________ ,,--,.. . ...„, ,• - • . „ . ,. . , 1 — „ . \ - .,,, L ENurviciAw , 'WA 2 1 1X (:(y u c i • --- 2 1 11: I rH. (--"--; ( ., j ' eV 2 6 - - - . M 2002 "''' l:' , '.. ' APPROvED IT - DRAwN 61. )( ..:._ (c 4 , " !-7 , . I" pi ai) ' ' 4 • i ......—...../ . - . . • DATE ,;(,) i 71 ,2 • I 'I e i REWSED - , , ''.-"- ) -,,, ..::::-., I C 1 6 : i r`r" REVIEWED AND APPROVED • ' - ,..t: . — ___ . . _ „ - . . • • FOR GEOTECRNICAL DRAINAGE • j / e . LOT 6 FOSTER HEIGHTS.. - . CONSIDERA.TIONS. ' KING COUNTY, WA ips....- - - - - ,--- z K. Numb. , .. ."' r I •• , . 1 a., V 0 , . 1 1 ,.....7VAGE PLAN cr-H _ 6 - ._ 'r I 33 _. . , 4