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HomeMy WebLinkAboutPermit D02-149 - FOSTER HEIGHTS - LOT 3 NEW SINGLE FAMILY RESIDENCEFOSTER HEIGHTS LOT 3 4810 S 146T11 ST D02 -149 - , - - F,r �.i 1 ,1 1 • . • & o4, 1 • �� Cit of lukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • DEVELOPMENT PERMIT z Parcel No.: 2610000030 Permit Number: D02 -149 i1 z Address: 4810 S 146 ST TUKW Issue Date: 08/07/2002 Q Suite No: Permit Expires On: 02/03/2003 6 U U N Tenant: co W Name: FOSTER HEIGHTS - LOT 3 tu _ Address: 4810 S 146 ST, TUKWILA, WA t!1 u WO Owner: 2 N ame: T RIDOR INC P hone: 206 - 443 -7735 u. Q Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA N d Contact Person: Z H Name: CHARLES PRIB Phone: 253 - 631 -6864 H O { Address: 14205 SE 255 PL, KENT WA Z 1— UJ W Contractor: U C) Name: LONG CLASSIC HOMES, LTD. Phone: 0 N ' Address: 1624 PIONEER ST, ENUMCLAW, WA (3 H Contractor License No: LONGCHL05409 Expiration Date: 11/01/2002 = W i- U DESCRIPTION OF WORK: I!- p CONSTRUCTION OF A NEW 2,660 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE, 108 SQ FT V N COVERED DCK AREA AND 80 SQ FT UNCOVERED DECK AREA. H 2 PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING AND STORM DRAINAGE. PROJECT ON 0 ~ VALVUE SEWER AND WATER DISTRICT #125 WATER. Value of Construction: $257,458.08 Fees Collected: $3,281.11 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 . Type of Construction: VN 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 Hauling: N Start Time: End Time: '?' �,s': Land Altering: Y Volumes: Cut 180 c.y. Fill 180 c.y. "' Landscape Irrigation: N '� ; _ Moving Oversize Load: N Start Time: End Time::�� %` • Sanitary Side Sewer: N • r, :. r � Sewer Main Extension: N Private: Public: ` �, �a ,.•�. Storm Drainage: Y i , .. ' 3 ? s's ` • Street Use: N ', Water Main Extension: N Private: Public: . Water Meter: : a , :., , doc: Devperm D02 -149 Printed: 08 -07 -2002 , -- 1...r w. 1 • i 3 (lMJ1 q. i � � y - � ; C it y o ukwlla sj Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' I 1 1 i Z . Permit Center Authorized Signature: h c LG�I/�(rvu ( : l , .0 -�r )%Z" Date: R' 7' " 2.. . '1 H . 0 re W I hereby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of law and 6 5 ' ordinances governing this work will be complied with, whether specified herein or not. —, v UO coo 1 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws co w i regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -a H i Nu_ I Signature: ,./ Date: e- 7 -0 z - w O 2 1 ga � u_ Q I Print Name: RvL /% 4e i d i 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. F _ o w I D o 0 N . 1 0I- I =W U IL p Z } 111 N II H = 1 o - , Z i i 1 i . 1 ) 1 I �. 10* i f j i4X h 1 1 : ,t J doc: Devperm D02 -149 Printed: 08 -07 -2002 I Ir >� r . •. .. " ... ":: 1'. t. u..x:.LY:...r..i.,.....wu...u.. b.: w.- .....S..s.w'.J_ >i...: h ,Y.bnFl!oYMi!.+rY ....,� .. ., r. wra.wuwuwa.ww... r ..r «. ., .. ..r.wwa+4'V1MM " . 't {iil ■ ■ , �.lr 1 • 4 1 C. 0 #101_ e I & ;� City of Tkl { Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 j PERMIT CONDITIONS z . Parcel No.: 2610000030 Permit Number: D02 -149 H W Address: 4810 S 146 ST TUKW Status: ISSUED Q Suite No: Applied Date: 06/03/2002 J U Tenant: FOSTER HEIGHTS - LOT 3 Issue Date: 08/07/2002 U 0 cow ill = 1: ** *BUILDING DEPARTMENT * ** 0 u_ 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 0 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 that agency, including all gas g Q piping (296- 4722). c 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H W inspected by that agency m (206- 835 - 1111). — 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These Lu documents are to be v o maintained and available until final inspection approval is granted. p CO 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. 01— Documents shall bear the seal and w w signature of a Washington State Professional Engineer. 1 "' 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 w rating thereof. H = 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as 0 I amended, Uniform Mechanical Code 0 (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: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code ' and the Washington State - uy Ventilation and Indoor ualit Code, Chapter 51 -13 WAC. ;`ti ,.••t n Q Y p ; ,, 15: Fuel burning appliances may not be installed in sleeping rooms U.M.C. 304.5. Qi 'f`1,• . � g Pp Y p g d' �i j 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 'fi 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). t t, O� ,; �.r•: 18: ** *PUBLIC WORKS DEPARTMENT * * *i . J.: 19: 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. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into Tay.n=' r y ' �ft� �i tray ' existing drainage facilities. 0 21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and ':, fi prior to the Final Inspection. 0„Wt�++�40.: ��� doc: Conditions D02 -149 Printed: 08 -07 -2002 , 700410t moivote /vTW)!.y:V,:rtw'o~ gvim9ht,..II"f4 —,N ,......R ... . .,,, nr....,,,-,. .w.k....A'nm,....,— . -.. - -. -- I .. ..w. .:'.....n.. ✓.•en. 1 ■ I • 4,01A. w , -- ti ISOt V ii . Y Cit of Tukwila { Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , 22: 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 more and will be unworked for Z greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. • 1 z Covered material must be w re 2 stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 0 23: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All V p disturbed areas of the site shall be w W permanently stabilized prior to final construction approval. 24: Applicant shall follow all the conditions of final plat L2000 -026 and comply with Geotechnical Report prepared by Geospectrum w LL Consultants, Inc. dated Feb. 10, w O 1998. Geotechnical Engineer shall observe the implementation of the SFR development plans during construction. Field reports are to 2 5 I be submitted to Public u. Q { Works in a timely manner and shall include: ( 12 d A) Temporary erosion control and temporary excavation = w B) Implementations of footings, foundations, retaining walls, driveway placement and associated drainage system and placement of Z H backfill. Prior to final permit sign -off, the Geotechnical Engineer is to provide certification on a lot by lot basis that the work has been w O accomplished in accordance j Q 7 with geotechnical recommendations - refer to Feb. 10, 1998, Geotech Evaluation prepared by Geospectrum Consultants, Inc., P.O. U ' Box 276, Issaquah, WA O N } 98027 -0276, phone no. (425)391 -4228. W H Lij I H ~ O Z 1 hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances U co governing this work will be complied with, whether specified herein or not. o H. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws Z regulating construction or the performance of work. Signature: Date: ...- - �� /-7 i� Print Name: , /1 /7�sP---- • . i �,..L , ' r' ;t' • L: i ' ��. ". .r'ti Zil ' � Y doc: Conditions D02 -149 Printed: 08 -07 -2002 �`fi''' 1 T ch + r x� .(': •.,.' . 1. • "i h.. • ..v. , . -,..1, ., .1.iLav ^K'i1'Yla`t •� 4. }. l..ti ' WOW:0%.„.,:K. 14#4 : titr704 '. . .wwi,,,,,, ,.c.rvvn''eU ✓ - aY .* .1".' .' ... .. y� . . .• .,...... . ,w.we. 1 I -- , _ _� .00i�A,.-'y1s, CITY OF TU `'NILA ---4 R STAFF USE ONLY i -,) t 09 Permit Center Project Number: • ' ' 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 DD02 - �Q rsoa (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 Name/Tenant: Valu }fl _ . CLi7i- \A El_C. 1 ‘,1ffP Site Address: ,..7 p //; 48/ ! ¢6 x ��PJ City State /Zip: x yce Number: 3 � 4 Property Owner: Phone. 1 L.oN)C\ CL-• i(-_._ 40 ►%-k 3 3U0 gt) k. 12 a Street Address: City State /Zip: Fax #: ilia9 L.r■1u,_t.u�r ..� era `�soaa e �o a. l��S Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone Z5 L. k (-q Street Address: i Q City State /Zip: Fax #: , 1- .o s se Q5 \ `L. kc�.�1 .ADA en'o 45 1414.4. Phone: cc v Era C-, , Zoo qv (0 Lo(:- Street Address: .....--- State /Zip: Fax #: Z zqz� SE. ?)‘2: s1 t 6 L �� 0 WSdI0 . ../--- ../--- Z � I z Contact Person: Phone: F W CA ? 6 2�- 1 03 k c-Qg■o LI ce 1 Street Address: (...) State /Zip: Fax #: r o M IL os Ste. gc-S 1 n. 1/4;...-.,,, ( w A W- O'-1 a, _ e. o o Description of work to be done: / W _ / 47z ,Q kJ,12Lc�S p,,,,.-2.e 0 u_ W Type of work: "New Single- Famil/Residence ❑ Addition - Single - Family Residence 2 ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) to El Deck(s) - Covered & Uncovered ❑ Residential Reroof I=.. _ Is this site served by: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Z F Y P ( 9 Y P PP q ) H O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W F- W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 10 sq. ft. Uncovered Deck U D co Proposed New Square Footage: C ! sq. ft. Dwelling te /re? sq. ft. Covered Deck(s) pQ 1.- 42 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) *Q sq. ft. Uncovered Deck W al = W Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 4 7 b I _ 4 65Gp I *For an Accessory dwelling, provide the following: Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U 1- _ * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. p I" 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): , El 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 Cl Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): . Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 4``'' s l'` Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- I. !'n pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. ;; tea. Date application accepted: Date application expires: Application taken (initials) PLEASE SIGN BACK OF APPLICATION FORM 1� 4 SFPERM1T.DOC 2/13/97 ra73. r -. �,_._..M- ........ _ .._ . ... _.. ., . . ,.__ „.. i , - - air -, • I -F i MI RE ID NT ' L PERMIT A • PLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: Y DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ., ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) in in King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 1 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Z downspouts and foundation drains, and where drains tie -in. • = H 7. Parking plan. re w2 8. Lowest building elevation (if in Flood Control Zone). D . 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 0 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the W m shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u LL 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u_ Q H -9). a CI El Foundation plan and details H w El ❑ z� Floor plan i- O ❑ ❑ Roof plan w I-- CI 71 Building elevations (all views) D o 0 c ❑ ❑ Building height 0 _ El El o � Building cross- section w w ❑ ❑ Structural framing plans and details necessary to completely describe construction t=- 0 ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. U 71 Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, 0 1 ' - Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of . Contractor Registration ". ,, Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed f° by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and �. obtain the permit will be required as part of this submittal. gew. Is I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 1 f� BUILDING OWN OR AUTHORIZED GENT• - , Signature: C::: ,,-•'— Date: ■ 111•■ , Print name: . C. P --1 Fax #: i i'� A � . Address: 04.s— z 5 -- s - rife Tx citt e/Z, i ..- LG J 4 rJ z 1 -;- SFPERMIT.DOC 2/13/97 p,;� sr,::, ,. ., , J ... • r ., xtssu: r rr via mfm?3ttf�?ti0. . }ii... ,,. .,..!' , n... „t7 *' . e. t' t1+ ,rJYr':t.u'.]L7...Nh.t'/I,t` {LL"'+!1V..;Lx ^,. ... .i.. .n. ..au.w.n... ..MtMd ♦..L. ri. 3* :tkbt:t 14Y "' ____ . — , • ■ ■ i V City of Zukw 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT ;� W 6 - - — , -" -., -..ter _ Z ~ W rt "-- j i, --.:t; ^r ^ -r4 : : : ,* . • - . '-^:-1 7= - e ` - "' 6 _ R ' :1 U ,0 O . INSPECTION RECORD w w with permit q...o\ 1 � N' co u_ ■ Retain a co PY P in u_ i . . INSPECTION NO. PERMI 0. / W II O CITY OF TUKWILA BUILDING DIVISION . ' t ia 6300• Southcenter Blvd. #100 Tukwila, WA 98188 (216)431 -3670 Pr ect: Type of Insp Etion: u_ Q '' I - � {� Fs -�t3 t'l r) CC, I U 1. Z igTO 1 st-- Ad r s Date Called: Z W Special Instructions: Date Wanted: _ff'�� gym. . ��� V P. W W Requester: CI )Ce'r t, I U Phone No' N ' '(pn — 007 7 0 w ��3 (o W W = U pproved per applicable codes. El Corrections required prior to approval. LL O 1 COMMENTS: ., Z U -cl .1. \'1 .Insu Ict�to,n ` 01 p�Qro\I e u.: O F" C. lcf L.)Le -loth eier vnc /l'..#( "v't e- \ P (hn i - k' 1 o W1 e \.t.t_e ' ., c)‘).... AI) F ‘N v� \ <' j _ I i•, ALi .f' :: 441/P$11 /) 1, a i ° , Inspector: ' Q Date i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' +' "' �: 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : _�, , e $ Receipt No.: Date: ,:N • °"is" - taxi s l.; . :ti.4),4:- s''A;;: . ,�`.. � ",i�`.:.''t, y • 7:.. c ; "- -', ) j ";a?: I .- 4,7,'.i ;614.:,,'i^",.Y., ^, ". ^':6'', , .t., 1, W :- ;?= �, ,, 4 i: . � ; �. A�P:k ktw dpi'k++. r"�U,.JHtM+4 tin h ''1': +�1;� 4¢:u i , , ' 1 1 z All- ~ W INSPECTION RECORD w co 0 = ' Retain a copy with permit J H INSPECTION NO. PERMIT NO. W O CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd. #100, Tukwila, WA 98188 (206)431 -3670 Project: ro9 Y tie i h� Type of Inspection: FI o 1 CO U. O { Address: 473 D ate Called: -±1... _ $ to t, S 5 -0 Z , Special Instructions: j Date Wanted: r� Z O L.l� p.m. W Requester: ? 0 �a D Phone No: 2.53-1306-0077 O C3H WW Z El Approved per applicable codes. 0 Corrections required prior to approval. I O . COMMENTS: ' \ ' Z , .. � U 2 I .; F- { G' /Le) z as , 03 -r k if 31: 3 /4° /o 3 -f-- - . PIA- 1p/c -1(Ak' a 7 t , _ _ i , .'.,` F Inspector: Date: 1 a � 6v 3J6/6 3 .3 lu j1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be °). �� h i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i elk, 124.1 '''n134" ;t ... -J y ... .. 2 . e ,;., 1 , o, S.,.' 40)4 r.. ,:wii tol r'tt3..14la., ?- t1$3„'x*(*.tt /id• , -, t,• h d' r siu; ' ... 1 — - ` !,'•- •� ::.: -: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g ! Project: Type of Inspection: g Q p F os t e r. ¢fi Feria I a 4: - Address Date Called: = a 8 10 5) 417 Date 2 1 - D 1-W "; , '. Special Instructions: D ate Wanted: a. ~ Z 1-- �y-� 3 2— I g —o3 p.m. Z O Requester tu �Y�en 2 o Phone No 263 b0b -0077 U9 0 1• - . Appro per applicable codes. D Corrections required prior to approval. Z W ; U COMMENTS:. w _, 4 a i ,� ~ ;''..-:..::::.' :. ' 1 \ ati Lt aA . - 6 -.D. . ,, -± 0 1 - a i, l , I ' '- r 0 ..L.i1JL . AL- • 11�1.�._ r • L < C .-- NI „In ki.1721/ Uit n ArAtA- , , i ti i jar y : v k. lnspe or V U "` Date: 4 , :t.,.. ; 2 it ) :-3 i r -.. '" aC $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be {f; aid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pki,STA Receipt No.: Date: I , ` , .:..'..:::...s. 1 � , .. . . . ... } , . _ . . , : ,.. 4)',, a.:. h1:>r> Vi,' d'K�::S; raga• A 04:0 l-r: }%�w` • ' ,,:4tPl. M:,1t&:.' y kp' t: t I 1 -- ■ - - .•r - " 1 z w IJJ t � / , / S INSPECTION RECORD (0 o . LI Retain a copy with permit b i 7 W = INSPECTION NO. PERMIT • • CO 1— CITY OF TUKWILA BUILDING DIVISION -0, w 0 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 6) ' 3 - 670 2 Pr ' ct: L,.07 - Typ of Inspection: 4 .3 —• ,o/- V ��� ,5 /1-/e7617i I A 4 1/ Q '`7 j� -Sr- Date Called: �� _ � ` �� I — : : _ ° : Special Instructions: Date Want / : Q ,�a Z 1-- * r- 51 /N Requester: w b 41 2 D CI �� 17-6.57-6e 7 i Pho 0 N rt{ E T c" �3 60o 7O 77 0 F _ W ((Approved per applicable codes. ❑ Corrections required prior to approval. I =„ U : COMMENTS: at Z w U = O 1- z s y i 1 A ni,4 1 1 , { Inspector Date: ? <.�x ' - .1q--A.9-9 , 1c) _ 3i P',,-t,' 0547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , . ` paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. g �" Receipt No Date: riT , ' , G:3' Y n ' i`Ft 1. tk tx • i ... -;--.— , ?..-, '• .;c., -� ...,, ... _ .. , . .... 1 F I[f c2i-0�t � .. .... ,. .. ..... ...... ,.. .. ,' ...., .. ._.. ... ... ' .... aA X.wdAEi4,a 4,1„, Irn1 L n. . Y•yTi7Eeca .. -\ ., — , Z ~ W J U o co 0 INSPECTION RECORD w = ! 1 — Retain a copy with permit boa - / J f- o INSPECTION NO. P MIT O. W 0 r 6A) :: i ■r ■ 1 Z ' W W U 0 O INSPECTION RECORD -..t1---1.1-11 ( w u)0 i Retain a copy with permit J H INSPECTION NO. Pi IT% 0. to O CITY OF TUKWILA BUILDING DIVISIO 1 • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 • g J 1 Project: Type of Inspection:t 1 U. £it Vrli1 �ir1►1S co Address: I k S \ ( S-1 Date Called: 1)- -0.-0- Z F- Special Instructions: Date Wanted: 1 a.m. I. O - 02 p.m. Z I - Requester: 2 n D0 Phone No: 0 N . O- 0 1 - W w Approved per applicable codes. 0 Corrections required prior to approval. I- F COMMENTS: tll Z U G - ot r f r00Pd 0 1 Z~ 1 r (A-bill .4.A; k 1v.— G c e rov c 11 vrr Icthe F.-vomit).- (4 p rn 4 1 . 1 , 1 . . i t r;41= '', 1 , • • f s „ x , .,,, 1 ,, ,,,,,:e. s.,,,,•11 0,17 .„ 1 , .,..,.,. }..,. 4, 1 . , + ,. ' t , o,�. . • Inspecto < Date: 1 .n . " $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ., s i► paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .i Receipt No.: Date: f. w „ " .. - '. TY'+ .!. _ �.L ,�lh� - , . • . t: Y : ♦ � R+ . G. ?.. a_ ' . }.CG.: {.+4�iJM v. ..ZeY'. ...n. 1' r,. ' i fi4.& SSipT i eYx.' LHr '4"8de� e5$ �:4;'�.;ca13s ;.Fr,e b i3i �i '"?hd� ,1' . . . - _. • Z . x Z ( ! r / 2 f 1 J INSPECTION RECORD ) ' "t 7 t Retain a copy with permit -I I INSPECTION NO. 0 _4 PERMIT NO. N LL CITY OF TUKWILA BUILDING DIVISION � , •. O 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 P ject: Type of I pection: (0 D . j �� Date called: I z W litcr . Special instructions: Date wante a.m. ,i H Z I— W W Requester: J /I j 0 1 0 co P O� 5 .) L,&e - b3` _ W - W i a Approved per applicable codes. Co rections required prior to approval. H l u 0 COMMENTS: Z !Li ) 2 1 s : 5 � h 6 0 I- ` .1 S-tr-e4 i e , 4 r i \O-PA h' '"C"C} Lt )ct 1 1 . ` .. 04- ck 6 = IOC (x� l Ov1 . 3 : : T, r < 'NVP - 1 V\ 4v- v v∎cl ,- \1('IA� # _ ' ` ` - ` v 1 0 0 V . t - r re ', \ Qr Vv, I . ; 1 ✓\q cd- . rte' i r { I \ektiNC \A V\r .5 ) V k , 1 nt \ ( wo■\\ 5 CA rRA-(J Jn 1 ..,,,,a o f t v _ C .k� 9e L ) D c,4G , 5 TM F ) \ II ct\l'e"' ror4 v ri›., vve.eA pri - 1----Vekki -- ; ' NA s ki ) V \ \ I tot-1 roac-- _ Inspector: t .. Date: ! _ 2_ u� • Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t t I . .. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.xk..: Receipt No: Date: O; g' "L{. w ut.,...+r :.ssa. , :t,:a�'' '�. ..� `:i'. �':4ti+a�•: '�. ... ... i •.�.- ':�r. ja L I • I ` • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 . � t Wa i Q I . Pr ject: Type of Ins ction: , u) D - d I dress: Da te called: ' , Z = ILI � � l �/ GP S� I I / /C) '` Spe instructions: Date wanted: .m ` ) Z O I W 1 I � ` r • :'; 2 � V «, - . - . :a; Requ ter: 0 Ca Phone ° p - N ( 2 9 :? () f77 = W I– E Approved per applicable codes. Corrections required prior to approval. W 0 COMMENTS: , ,i W Z G Si) - UN V Z pA.m) � Ggle :.,� . ��� vlrr< 0 e. Zt•M e 7 — r� , Q -C' _1 _ ?A* • \4 'jy� 'Ir.,- c, } In ctgr: 1 1 Q-4, Date Cr 2 � raw 0 40,q (jvW'+ �c �l J I / o2 i 7 l� q , 4 7.00 R EINSPE TION FEE REQUIRED Prior to inspection, fee must be aid. � �� Q P paid y„ at 6300 Southcen r Blvd., Suite 100• C II to schedule reinspection. Receipt No: Date: ' vollp I : f ~tA i . .G » .. ,....... , .t.'. v.Re , ` $F.'F..'"r6144ns.; ♦•. +` C WAV ' - • ? .. K :a 3 ) .,VI::1 ". %"1 4)).,• X........ :-.r. .....,1 ,,....<.. ,...,..,. ... ......_ . • K '; itE "..'. M r' srJaelu. ?$rd , uv i‘wii: 4 wr34,awtrt�•ui`*Y?tjr.•it.<l:;u;%• I Z W e4 2 00 CI INSPECTION RECORD permit Ill = R etain a copy with it DO'DO � '"" ! INSPECTION NO. PERMIT ' • w LL W ` E ` CITY OF TUKWILA BUILDING DIVISION • - ' • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g a I Project: Ty f inspection: u) I I Project: /6 — /0 /3 J� 2ea ("" Wei I 1 = W A r b /' $ ` Date Ca),..._ 49 _ a Z Special Instructions: Date W ted: m Z I— oc) 01 1Q 5 /d�— Requester 4 s tc / 1 2 p f V O N : Phone No: . 0 H •;, 1 U 0 Approved per applicable codes. Corrections required prior to approval. _ 1i ~O COMM " W N , � Z _ A • 411P l_ Al.:d� i► .. t '" \ 5 r ma c ` C� ^ r t- Yn i g N .,e : -� k 1 0 ..,� A li ! L . + .,,+.ss..w3 i r , ,; : f } ,4V I <Inspe•tbr: Date• +..� i , `R rrr t • sir Y i ill S • .00 REINSPECTION FEE REQUIRED. Prior t inspection, fee must be „f , -,, t: ,4,4 1 ` p: id at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. ; Re • ipt No Date: . 4a;„. .,.. ` `` ..-- r�,,. re,+ ' c,: ' ,w� ,_. dQ .∎!' > . µ`4d #; i F r1,::lc�r�, i, � „ + :: �� �7 t F'rl:•a )Fs yw ; . . kti • s xA „2z ir,•;- F,:'�, =, �, u i "'"'”' ► — ( , - - y .,• z ~ w re 2 . I i J U 1, ' 0 0 . , • INS PECTION RECORD ! • in No CO = I . J Retain a copy with permit ° 1 U/ ' w 1-- 1 INSPECTION NO. PERMIT NO. u _ - u_ I , CITY OF TUKWILA BUILDING DIVISION w M 6300 Southcenter Blvd., #100, Tukwila WA 98188 (206)43 - 3670 g 5 i / JK/4/ ( I 7 ' Lb/3 ject Type of Ins ec • ` N D 0 � . Yr6i' c / / = din., / Date Ca ll d W Ad f 6 s� 10 5 v ~ _ Special Instructions: Date WayeC / Z O 6 /p p. W Requestp / U 0 Phone r cHf ' O — J fopC/� - � 38� = W . U ' El Approved per applicable codes. r Corrections required prior to approval. 0 COMMENTS: \ I I W Z UN rw\A V ren v* \ 64? . s VonAn A ire 4 p c fI S z -? - -e3 �� t.cl t v\ c r V`c cV d 5 . 1 • a - . FotM 1 o. s�-r O s -P 1 fi ,1' • 1 n (� t (� • � *)vkaliCk5 - P - t r e W C \ - - c94 60 S ^ c .1 YEA f r L { , 4 \CID ` . b J�r.�v► S O 11 ha vIL - -}pvP r\ . , -moo d - 1 v A - k o+ f' ✓k' L e eP . • • 6 61/ S \ Dc C S C - l va t 1 S4 ra ( l,vI- - t 1, t t C1 Cr)n u, Cek t QV.. 5Aru W I.S.5Ir 1(� ~,, C 1 • eor%4 r hou 4 v ,s..\ 'u;�ra 1 a. i GCorcierct. 1 hoo tou- esiiNecx vs pa tnel s+rup , l l Cam g at l iht3.';• ! '�1('C k f't•r ' o) I 1 1 " 4�1 (`t +✓ 9 a �f ' 11 t Y `( � S -� - te 1 'r, ,_ S ' Ht ' ,, +t{ Inspector: DaCe: /�Y(/.��J�1 •� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ;' . r paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,.gyp, ,.,. :ai'�.r.9�rti1 Receipt No.: Date: k_ . d f art �e+��s . PT, o ° ' ` . is , ki -. � r1: , �.F;:. f� <a. ,:u. c...... w:. w.. ,i .. .. ......a , . . ': L:,tk. -tea Y.nt.`.;r , .... -.... ':, c � r• 1,L,,p r`i L . �, ., ,. -F �:� . T' .. .��. .. .. .. .. "' '�-`.. �" �`e" ��Y. xi#. :;t�ial�+,ditlil:��':d'ans'�Sd. { ti.�e.u+s•1..7Y*r`4if�'Skl?�'.E; wt kW�l �l - .- • • % ..., ' i S.... P Z < . Z +... Ul CC 2 B 0 0 / INSPECTION RECORD DCO i q q • tta Retain a copy with permit , La o INSPECTION NO. PERMIT NO. 1 ' , . . — - , , .. s, .., • .._ Z < . ' 1 it- re ::'--,:-,- , . .. . , 6 g I 0 ............................................................... . i . tr _.r I I Z Ii. C 6 v _ 0 0 } I 0 i � � N INSPECTION RECORD. D z - 19 Retain a copy with permit to u- • _ INSPECTION NO PERMIT NO. W 0 1 - • ' CITY OF TUKWILA BUILDING DIVISION ' � i , " 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431 -3670 u. Q Project: as Type of Inspection: - CS . �f er l e� • h - s = W 1) c4- d o wh pvu• ralr� i . ,Address: Date called: Z H 4g/0 s /464 S- -3 Z0 i Special instructions: Date wanted:. a.m. Requester: 0 0 Phone: 206 - 3 o q , t'' W j •. H 0 t LI Approved per applicable codes. El Corrections required prior to approval. • '. u- • COMMENTS: ti l N } . 0 l ! 9,) 1 A/01- 'I.5 -- rcid... &.., c- -)Li14 c:t ,, i s C cyt.c -; ro ,k Cow: V . 0 1 ,w Cam,,, f.A., 0 w9,,It 5 Clc Q -!a N. �.; 1 ' calivio1/4 - Tb 0 , r2. C-cr-1/ cr( (4-6,-.i.k , ' 1::' I . - . N. . C 7 f q kL . fir, . ,„.....„..,.,.,,, j r'zg +• a �Rr ,.., , , , gi no 'a. i i t .. 't u Jy` r ''''''''.4`. Inspector: 6 Date: • / ( ( e......„„ t`i �' - ';Y t ■ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 0' ;i at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .,' : ,,, z :, , Receipt No Date: :. , , , Piz .. ... .. .. 7 i, , ,' I , .w.a;,,,, ,;,,,,,Aie': nistioV1 15itk.4444 H..M.,:t qii I CF:4mi4 . 41:41, :!'v.ibn rV0.4 1 i - -- -- -- - -'. ■ • ■ g N.1 Z 1 Z r s 1,11 .., , 6' li t ,1i "' . INSPECTION RECORD N W 4 ,i 1 :::: : :,....,..' tc Retain a copy with permit J 1- L INSPECTION NO. r ; IT NO. 0 , W LL P , "' CITY LABUILDING % : / ' "/ w C F TUKWI DIVISION t � 2 . - -,•.' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 L J a Pro'•ct: Type .f lhs,e tion: N P r� 1r` - -4 6 0$ j 0 ' !'2Q H W r A. d / Date called. Z 1._ . Special instructions: Date wan - Z I— . j /d am W :1 , Reque er: ; P- one: 7 3 _ 3o'5" p 1. - c li 1.11J i:,, :: kg! Approved per applicable codes. n orre ions required prior to approval. u. COMMENTS: Z UJ h U = CO ` - 1 '� I— (.— S . 1 r Inspector ` Date: ;';' 47.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be aid7,1t,:4 t :,„ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p $k, 1 Receipt No: '`a, Date: ". s +' ‘4i‘. j‘4"1"-. '' ".'h ) f • :; i �' 1 Yt � %. �1.P a ' :4 ' r :+-� %:,a t.,t' w ��. i ii.. e� ;us$!a?s�`SV' � " rb rt iv�.T k t''� �4 . 'r r { .. ts.. �,.. 1 .a .., r ' til:'w'r'._ t k..: .•., cr �3i� ti * y ; 4 j�rrhii^ �.. .. � .... rte./ , In ,, ,,1, , §. ./ r. iSakt,, AV/2.:.i..�$i 7' 'ric i . t�.Nl #4�LJ�.'$ t .4` Yi: ii , .,, f .ci4�'tU£iYrt$,• 1 t I - -. , - -,.I/ - ■ ,` Z ZZ,', • 1- W INSPECTION RECORD 0 o ;; Retain a copy with permit 'Z " /Y� w = , , INSPECTION NO. PER/ 1 — 1-- ,ti'a_:n: ;. " CITY OF TUKWILA BUILDING DIVISION "f/i U) o :6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro• ct: j / Type of Inspection • 6(1/9 //5- g J ,c Address: Date Cad Special : = /6/O .S / .S� Instructions: Date Wanted: a.m. ? H g Z8 -OZ p.m. I O Requester: . c f It 2 O .: • Phone No: O O 1—' r fY ' W W ; - Approved per applicable codes. El Corrections required prior to approval. S U COM NTS• LL O : ! U rs;* i ! tn ' 1 -act , M . t .T. In •ecto : Date: ' r�, , L : IPIKeN,,,VS".46 \ ./ 1, N..) r.".— t .... 2 S - zt____ $47.00 REINSPECTION F E REQUIRED. Prior to i spection, fee must beY . ,> p9 d at 1300 Southcenter Blvd., Suite 100. Call t schedule reinspection. j". Re - pt No Date: IW, :.6.,; :. . 5....i,,. .rte,... .:«....:W :K .:.. ti...;-Li+ gr..... ti,,. x...., :::.+.•..wti.!...;rren... •.:i„k `,c...t:,...:..� i 1r :, ,Y „.•: ..■:,.. . . ..... .,... .,v.,, Nr.,:, �' .. � 'kV �Astetn'i�df +Y�aB+ ^.��'.faxnv' , jt r 'F�Ci1: . ..... ... � _.. . �`.':' "�yaY 'LAS saJ��iri;�iY >1zi�isi.�f� v F i I t , , , . i ..r ■ — • r Z ~ W fi J V , .r , 0 I INSPECTION RECORD . CO w I Retain a copy with permit b 0 2 4% ' 7 la INSPECION N0: P •. • MIT NO. CO U.. 1 CITY OF TUKWILA BUILDING DIVISION. " ' i 2 ° }- 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.)431 -3670 j 1 Pct:( I i-' L-o/ - : Ty ne of Inspe tion• �,�1 W • , Ac4reg:/0 /1/20 S7L- Date8all d: /J.., °I '.. I — ILI Special Instructions: Date te� / �-, a m� W O i / e W Reques: 2 n f �-f (. f ( U w Pho ;1 : r CAD*, -- O3 ga a H W W Approved per applicable codes. O Corrections required prior to approval. F ' H u- O COMMENTS: W Z U H = F 0 1- ,� Z I, tK f i' ir ,. i I r 10 Inspect. . Date: ,4 ; . 47.10 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be ' A E I " ! pai• at 6300 Southcenter Blv ., Suite 100. II to schedule reinspection. ' ' ece' • t No Date: '$ f d Y , to : it-, . .k. „ liZ1 4.k a ea;1l,.4Lt- 4:S;Civ 4. .. ' •' . � ? `s:;.,,Y,, `uni eriw,,,,pa *"+:ri4.4,, dA 100:41014 •.N • _ . • a 4 . 'nk1'; „ s' „ 4i+.,{i4'1'.�tit4;iCa i , 4*,whJ;he¢tfsA'' h"4N4$ p1/4 ' T74.'JyL4 : : 1 I ........„ 1 . " 1 Z Z re 2 • INSPECTION RECORD w i I. Retain a copy with permit /'T LL INSPECTION NO. , PERMIT NO. C) • CITY OF TUKWILA BUILDING DIVISION 'f • 3 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g 5 Projectl Type gfinspectio N D A r Date called: i F' _ l �•D S. /4 5 ._.) f / l / c; 2.� j Z �- � " • Special instructions: Date wanted: I L a.m. Z O a I Requester: D . ^ 2. /& ° CiH �. 3 — (_, - ( )(J D w w Approved per applicable codes. Corrections required prior to approval. I - " u' p COMMENTS: ' •,.,- Z • 111 CO I L' , / • 7,f4' • 1 7 �� ��" fit . Inspecto Date: J ''' n � { A - A. A /90 �, a 47.0E REINSPECTION FIE R • UIRED. Prior to inspection, fee must be paid , ,� : t 6300 Southcenter Blvd., Suite 100. Call to sc edule reins section. ' *le ° • Rece • ' 4 o: I Date: t > • * Yr e.- - .:•r x.: . ,�.z. h "i�,'1 a .``•e.. ga r ; �ji4':'A j i g �*i :: ..: t �, .. -`r• i .. , , 1 M;&rr.lit {i;t : 2 ; ..'1.. "f ; .: .4.ft,1 N•d .J. C ' r n 11� M! 1 K , ..1 •n �l r1' . } '..t rv .1: ^ ' 1 ?v� A l: v�'ls., >�', ; ; �.,C . �� � •.t`,•• .i - :, >^ :�(,.�i ak,��J�S+.�.sia C S+� 'rv �J.N1a+k - S ... ... "at Air) . ;;NUN ,40 /1 „'`^... 2lyrtie' k. ?:u.rtu::; :xV. -3i i3J: t;.'s'w:"' m,:: i t ' ___ ---- ' - ..."- [ _I' • -- OIL?, , 1/; ' '''■ ' . : ,-- - # 0 ..... ..................... I, 6 ... *. W .:5 , h 'i City of Tukwila y....4*•• 1 0_, ; Steven M Mullet, Mayor 1 , : 1 7.01 kali : % : Jr.ohr .../ " N IP\ PO: . ; Fire Department Thomas I? Keefe, Fire Chief ' , ............. JAI ' . z • • . i TUKWILA FIRE DEPARTMENT •. - - - - • 6 = FINAL APPROVAL FORM 00 u) 0 co w cu I --IF. Permit No . I r..7 - j- ;2- /Y 3 IL I 0 i 2_41 2 H. C.L.W.....q- g 5 u. < , ->-- g co 0 . Ya i . z I- P roject o j e c t Name r 6 . 5 f& hi 73 1 - Jr Z I- I , i / / LLI IA Address 1 7 --) 7 I ci ce 410C.K Suite # 2 D D 0 U CO • 0 — CI . • . I ILI — ----z 1j Retain current inspection schedule.- _ .....a......... .. ....... I O 1 ( 1 •'''.. l I ••••• / Needs shift inspection -0 z W 0 D. —I b 1- z . Approved without correction notice . Approved with correction notice issued . S.SS . Sprinklers: / Fire Alarm: Hood 4 / Duct: , . • Halon: / ' / Monitor: . Pre-Fire: . Permits : --, „/, i u I ft , ./.7 ...Z ( 4. ...., 1/4..... 4_ ,..,. 1. .-. Authoilze'd Signature - Date •' *1;44-.?. '1' utti . .., FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 , IN:: 1 - . qtlitrk , -ZN.,1,49 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•575-4404 • Fax: 206-575-4439 '' A I F . 42 - 1 LIk .mit---- z .... 0 in m z .. 0 9i 0 � m m m =+0 • 0 O c c m O z -+ = z m - � c �' Om M cnn O N O 0 O l c c rn� ri D z 05/21/1999 23:29 2539835742 Io ' Pxbil •d 'oN cPt JAN -17 -1999 SUN 09'° ^V ID: 1101:1 mou RJOHNSTON .1110c131:1 013U AIIYO ovo.vri tarp) xVd QLa stL (NM ••d 11 • ootc•cpv (g 1') •nn SOON VM'•fMU4O • LOC OHOS " D'N Ovid LON COOL n:KWPitnuIwIuIIv I($0yPlIJRItiloni 4o yNpUumpmoutUWiNgbY MAI,Y 41.0 11.41UWAt) U1 'SILlenn5ucr qligg PAGE 05 PAGE:5 _, _ _ ' r. . s....—.I • • . 'SIMPSON' NOLDOWN STRAP PER PLAN OR 7 • MSTC40 MIN, z = 1= ;i.z. • 6`,. IrW i g U I 2x STUD. USE (2) STUDS o o /AT HOLDOUJNS. N w I EXTERIOR SHEATHING N � . . PER PLAN o • z $4 BAR e 10" 0,C, • • a o _ . • HORIZONTAL: • _ a a A . Z I. . i '/ x/ '/ �-- a4 BA CO T. (TYP) • . - ; \ /\ \�� \ \' (\ GO OF TUKWILA 20 _ _ 8 „ ._...... ED i ? H ) 2' -10" — AU G - G 2002 C OPYRIGr -4T 20, 1 SEGA EN GINEERS 1ED E ., • w ' - 'CRIPPLE WALL RAMING AT FOUNDATION 1 : �� ' ' . � LONG CLASSIC HOMES • SCA NONE ri4 . ' FOSTER HEIGHTS LOTS I - 16 d �S'e C r a F, p � , + +� /Structural & Civil Consulting Engineers S j�NAL�T ' G l 22928 312th ST SE Black Diamond, suits gton 98010 (�(` 8 1 ( ,,$ J 8 10 �" �' 'sY [EXPIRES 2ii2/ 0 1 y. r ' ; :. I . T R # . _.��______ ` ,,�,. , 40„.............._ : : i ix\P 1 I .. • Wr. t v: I f 1 COI Om • E immi . ell11) • • 1 till) [ cz 1--i 01 . 16,4 1 , 4 O 1* 1. 1 il i { i 1 1 €> � � '�� DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN ,Zi 7 NOTICE: IF THE D H RAM E EAR = > p t s ;; .Y."'3. L S < - x11-` S NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. " .7 ,`.', _4 f -, A T HI S • 1 , -f . • : �J- ! CITY 0. • TUKWILA ?Z L ._- :"0/ i•; Permit Center g'T Z- ■� 1 5 -t,i 1 i� ; 6300 Southcenter Boulevard, Suite 100, a ►*. _ : Tukwila, WA 98188 � ' * _ ACTIVITY # 65 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE „,,REc,� RESI DENTIAL COMPLIANCE FORM 3 °� T�Kw,,q Z P RESCRIPTIVE APPROACH J UN t z p F �Mir C6 . oO2 1, HEAT SOURCE: �I C/ (gas, oil, propane, heat pump, electric) ER -J o 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and w w calculate the glazing area as % of the conditioned floor area. (/)LL 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark w ai ° option at top of column. (See back of this sheet) ._...._._......... .,.�....�. 2 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE - FILE COPY en � ryry r . NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. z W Z W 7 -11- -f--- 8/a ¢, ,c3 4, -50 `¢ ? S -ter— — le -- ,V;(7 6•o. x 4- Z o - / -It---- --16-- c9eo ,5 7 -6.q - 57 /- , w W Z - _lam ��it� �C �j'c� ` 6c) J��G O z tl- - -t ( 94 2 ,.gyp xc3v - q v u) ~ H Z --t— —4— g27 x 6',4 44 - �� 3 Z- ° z _/I- -16.- 8 e o 0_49 X _Io Z Z I -`C_-- 4- 830 A n3.v . 60 q 1 I -/C --4— 6910 _ �jo;44.0 .7 Or/ l -c— 1 * kt' -t- &' Ca X0 6a ,;' 7 � o\�� TOTAL GLAZING AREA -) • , jF S / . 2, r gyp ., -.a,: ,i' ^ , ,•a ,::r : KS (add entire column) i yt„ , , 01\ 11V A _ Itit` f. TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING FLOOR AREA PERCENTAGE , ' ' frill • g/0- S.F. • Z 2/2 S.F. x 1 00 = ”. . r'r e� The proposed glazing percentage must be less than or equal to the glazing percentage listed under the ' prescriptive option that is selected, � ►` ` Zi 1: 2 .,qq 9 M, 7tcr<<.i Residential Energy Code Form HIS 9/10/01 ,el 1 . n Ac4. -- 4 ,,, k , - , • -- --,,,- ", -,•w., vw...., w, u.,.w,.,.,......,.w,.•no.;,.,,, ....M............ _ .. ..,.. p .. i ■ 1 - - , , 1 r . Address: Permit # 2.0 :C hapter 6 : Q �ua li : ft ca tion Form Zon e:' 1, Other::: fuels :':: • . : .......... R esid . en : v ;e . ::(Chapter,6 ).:Opti.ons: for..: Heat:Sour:ce..:Other:fuels. .:..... • Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits ycur dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. Z 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not , 1 Z • apply to your project.. Your permit will be processed more efficiently if you provide all of the requested ,1-' W information. Department staff can help you with general questions about this'form. • • ' " • C4 2 E Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach: Note that the Component Performance requirements are no less stringent than U 0 } the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential N Qualification Form, or by using an acceptable computer program such as WATTSUN.' J I .OPTIO •OPTIOM;:..:OPTION : ;OPT ION: . :: :.OPTION. OPTION OPTION.::•i:OPTION: N uL I t II.:: III IV' .::.V .. :.VI ..:VII :. . . ,..II .VI : W O CHECK ✓ One * 0 0 0 0 0 0 0 0 2 • HVA.0 Efficiertcy:':: Med Med High Med - Low Med Med Med u- -a : :: %. of:fJo.or:4 ;.: 10% 12% 21% 21% 21% 25% 30% unlimited I-- W I :: :Ve rt;<U factors':' 0,70 0.65 0.75 0.65 0.60 0.45 0,40 .25 Z 1- a 'Qverhe:ad. Giazirig . i - O LU Faotor:.; . :::::.:;; 0.68 0.68 0.68 0.68 0,68 0.68 0.68 0.40 W W { H. . :::::::.... :.:::::: ..... D Cl ::Door: U-Factor : 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0 (o :R= factor);:_; (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) o rn O H { g 1 , - , U 0 ..::::::.%!attics • R-30 R-30 R-30 R-30 ' R-30 R-38 R-30 R-30 .. . : - - - - - - - - I L - O . vaulted : : ::::::.::: R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 - di Z ......... ............................. ::Walls' ::::::':::: U = :.:::above grade•::'. R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 ~ O 1- • : grade::;: : : :: z • :.: :: Interior ors .` ' R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 : ": : :: ': exte:rio ;::: R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 ................ .. ...... ............. . Floor :; :' ;;;: 0. R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 • 1 : Sl or ?grade: ': . H , R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 { Footnotes: ' 1, Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 501.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE ? 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE ?..088. • Heat Pumps: 'low' HSPF ? 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. 4. (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead . �' glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 5. Glazing, skylight and door U- factors ma be wei hted to meet the U- factor re uirements. :11,11 / g. Y 9 q Plan Review (Fo offr. . :u s e only) . ;: : ': .�► The s e l ected Q tion Is a ro r l a te for this dwellin de n, YES a NO O : P PP p 9 g >`:::'..: : . . NE}TES, .::A p p roveaf By . . . Late Revised e125101 Wasnutgtm Slate university Energy Program UZ. s..00.doe ode 601 y v. . ., ltnsa +SHPrMw+,S.,..+e«.r ., . <,. u.ra ri.Vi4 AsMfiRwu �e� . • YtwtilRd:L•m:.�ux Y�Wrcir�nvaoan.r,„wm W,- .,.. ............... .. 1 ' I 1 - i ' - 'lam/ f • �f7Z , 1 - . - .0 - "-; : ,..., CITY OF TUKWILA :/o 4 \i Permit Center H.6 . , N ' %fi 2 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 { " 4,, Ar : Telephone: (206) 431 -3670 19O2 , _ i z • Prescriptive Heating System Sizing for Z Single Family Homes - New Construction . 6 M U O Washington State Energy Code Chapter 9, Climate Zone 1 co o co I PERMIT APPLICATION #: N 0 w 2 ' . Project Name: - J —/ fY_5 • - w2, Address: Z illi Residential Building Permit Number: • , ZOO Ili ui U N 1. Prescriptive Option W.S.E,C. Chapter 6, (check building permit option used): • o El I El I I E/ III. 1' IV. El v. El \/. El VII. 71 VIII. i 0 LL ! 2. House Square Footage (HSqFt) I 7 ` Z Ili z ! U N P _ 3. Heating System installed, (check system type below): z I z ❑ a. Electric Resistance /21 BTU /h per sq. ft. . ❑ b. Electric (forced air) /24 BTU /h per sq. ft. t. c. Other Fuel , heat pump) /27 BTU /h per sq. ft. . . 4. Equipment: \ a., Make cAR 4 5IC' b. Model j�' V 070 -/2 . c. Size in BTU's 6 . 6 ` `' 5. Calculation/(HSqFt) • Z (see line 2 above r 7. , BTU /h X q (see line 3 a, b, or c above) �. ; - a2 ¢ BTU Equipment Maximum Size " p iy hS Applicant's Signature: C Date: s:4 ' ■ . b s;r,fis;F 70 : N ■ to HCt'AJ;Vr _ • ■ VIVO ± ,, N • .P.,SlMY'FM.�hY v. 31we4w+ iRr.. M1w!!{ aL➢'. Lw1L' YtamMY�gce+ flFUC' k. ay., nY• a<t' qY.% TLR�W!•+` tt?l tY >�kR.�:ttw4^:!7'�4M�'.YhWal.,° � «,. ..Tw,++.• • 1 .. ,• - - , PERMIT NO. DATE: PROJECT NAME: Z 7 4Y5 7 47z. � U p Source specific exhaust fans are required in the following locations: o bathrooms, laundries and kitchens. w w Minimum fan flow rating = 50 cfm © 0.25 inches water gauge for bathrooms u- and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. w N• te4 Locate exhaust fans on plan(s) and note fan flow performance z ~ rating for each fan. Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. . 16. All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the . requirements of either: 'A k, 4,K V.I.A.Q. Section 303:4.1 t: to. Section 303.4.2 Jaw ►ection 303.4.3 ``vA Section 303.4:4 aV4 ,�. ! • Indicate on plans a proposed system to be used. (Refer to attached code sections, select one, and list here: 303 • f i,.Fkfi jt "AS���,.i tt so stansawastsamersoftesismagemosofialtionswayttssourimAvowomptrwm. 4 9rlwld4", ' : . atliera ;GcsM+N+A!4�•."' N:cY + ?'kdAtlmlHStte+c nrnr. wwzwav ..m+..a., „ ...tr......,..�..... , .- , , ..\ ..., . ) . • . ' -----, :,-- . '.- , %WATTSUN 5.5B 1994 WA STATE 'ENERGY CODE COMPLIANCE REPORT 11/06/8.0 • FILE: C:\\WATTSUN5\\LCH472.WS HOUSE ID: LCH472 ' HEATING/COOLING/VENTILATING SYSTEMS , PROPOSED Heating System Type: Gas Furnace Make: - carrier pay z . < .2 Model: pay/ FILE COPY . h ,.... z System Efficiency: 80 % . Modified Efficiency: 61 9 6 . 4 4 • ...I 0 .4 00 CO CD Design ACH: 0.60 , w tu Design Load(at 44F dt): 34393 Btu/hr ILI I Duct Losses( Dsn Load) : 8690 Btu/hr(25) Rece uj 0 Total Load: 43082 Btu/hr crry o it , p r ED • °NI System Size(Output) : 64500 Btu/hr (150%) JUN 0 A 3 g ...7i 2002 u..< Average Annual Heat: 127 MBtu EQ. a Annual Cost : $ 700 PIERmaniTeR F ... uj Z Ventilation System: Integrated Spot 1-. 0 & Whole House z I- UJ uj CITY Of ROW 2 m 0 o Cooling System: NONE APPROVED 0 . co SEER: 0.0 (Ducted) o 01.- Cooling Load(at 4F dt) : Btu/hr. System Size ( %Oyer) : • • tons (@125%) AUG - 6 2002 lul mo 1-- rz . Annual Cool Requirement: kWh/yr AS WO z .J Solar Access: Partially Shaded eutlYNG MIS iii 0 o - -± 1.— z PROPOSED DUCT SYSTEM * Location Avg Rvalue Surface Area . . SUPPLY - ' Vented craWlspace R- 8.0 593.6 ft2 - ' RETURN Attic or garage R- 8.0 118.7 ft2 1 GLAZING ORIENTATION . PROPOSED PROPOSED • South • ft2 North : 235.0ft2 . , . Southeast : Northwest : S East . West . 1/,‘ I- Isiw..4, Northeast : Southwest Eff S Glz: .1.6% , , ,.c;.,:' ,s ViiiNIO ,, --A---.91 Aro , a7,774.1 , :44,:g, . nevi ' r v ; . Economic and energy consumption estimates are designed for comparative Ave purposes only. Actual cost for heating will vary depending on weather .1 conditions, occupant lifestyle and other factors. ... i' IN t -- - - l .• i { • • ,A . 'WATT;WN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/06/80 FILE: C: \ \WATTSUN5 \ \LCH472.WS HOUSE ID: LCH472 i= Site: Analyst: Jurisdiction: .. Builder: Weather Data: Seattle, WA 0 p ■ Climate Zone: 1 if . ma W S { J I- N • • 0 ! The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. 2 REFERENCE PROPOSED j COMPONENT PERFORMANCE 612 459 Btu /hr -F w d ENERGY BUDGET 10.03 8.62 kWh / -yr t ? I- I- 0 , Z I- REFERENCE DESIGN W W ; I Reference n o no Component. Value X Area = UA ( 8tn pi- Floor U -0.041 1306, 53.5 = u { Glazing @15% U -0.650 445.2 289.4 I- - Doors U -0.390 100.0 39.0 u-0 AG Wall. U -0.062 2958 183.4 Z Ceiling, Attic U- 0.036 1306 47.0 U Infiltration ACH -0.350 26712ft3( 171.1) Pit' • • z : Reference UA 612 PROPOSED DESIGN COMPONENTS. • ,. • 0 ..: Component Description Value X Area = . UA Floor R19 vented Joist 16oc U -0.041 1306 . 53.5 Glazing @8% 2g1 Wood /Vinyl <1/2 ", Cir U -0.630 235.0 148.1 1 Doors ' Metal 1 3/4", urethane flush +tb f! U -0.140 100.0 14.0 AG Wall R19 STD Lap Wood ' U -0.062 3168 196.4 • Ceiling R30 blown Attic STD baffled • U -0.036 1306 47.0 Infiltration Standard Air Sealing ACH -0.350 26712ft3 (171.1) o , j Proposed UA 459 " } F • Struc Mass ; Light Frame, Sheetrock walls M- 3. 000 2968 8904 ' °h , �7 °, '‘,P' , 14 • , i bzl' 1 car . 14w 4 _ ■ } r Items in parentheses not included in COMPONENT PERFORMANCE. totals.. yn Page 1 4 - F 3 1 • 4 • 4 A r 1301ad) ... . _ ,. .._.. _. -..__ - • .... .. ,.....'"""*° atz7. crffiiciJ`. if CH".;.S1M.RS;if "i^.,.....•nwn .. .� ., TRUSS QUOTE /ORDER TRUSS DEPARTMENT ,>, iniaLE i•i`ti+N, ► NEW 08 -02 -07 2914 40 04, ORDER DATE BID DATE DELIVERY DATE 11/17/00 SHEET NO. 1 LONG CLASSIC HOMES JOB NO. PLAN NO. L -F L 1624 PIONEER STREET PHONE: (425) 488 -1818 FAX: (425) 398 -3559 472 A L ° ENUMCLAW, WA 98022 Z o (360) 802 -1880 s LONG CLASSIC CONTACT: QUOTE #: B0110099 ~ W i INVOICE #: D ' p PHONE: (360) 678 -4022 v ■ o TUKWILA, PROJ FOSTER HEIGHTS OUST: LONGCLAS U PO NO. TERMS co 0 BY: SALES :WAYNE BRIGDEN I W H DELIVERY INSTRUCTION : FILE CO SeECIAJSTRUCTIONb: CO u- W O T.C. SIZE 2 X 4 T.C. CUT HEIGHT 2 S IZE 2X6 LOADING: 25.0.7.0.0.0.5.0 SPACING: 24.01NI. O.C. (TYP.) TYP COMP g J No. MK TYPE SLOPE SPAN UVtHHANU REMAR iyOtCElvE0 N j Lb HIGHT F rUKW/L d JUN 2O = 1 T12 6 13 -00 -00 18 18 GABLE 2002 Z �- 1.- O PER 1T cNrER Z 1-- W W 1 T01 .....40 6 20 -05 -08 18 18 COM BLK'D : SHEATHED BLK'D AREA j p 3 T02 6 20 -05 -08 1 18 18 COMMON 0 H - u- 1 T04 .� 6 25 -05 -08 18 18 GABLE: SHEATHED ONE SIDE 111 Z 4 T05 6 25 -05 -08 18 18 COMMON : SUPER ANCHOR (1) TRUSS U D. 0 1— Z 1 T06 .� 6 28 -06 -00 18 18 COM BLK'D , 4 T07 . 6 28 -06 -00 18 18 COMMON : SUPER ANCHOR (1) TRUSS 10 TO7A .�� 6 28 -06 -00 i 18 0 COMMON : SUPER ANCHOR (1) TRUSS cm of ithissfitk 1 1 T08 _.,11111;lIIIlhh,.. 6 28 -06 -00 18 0 GABLE keROYED Au G 6 2i1112 1 T09 �� 6 ' 20 -00 -00 18 18 GABLE: SHEATHED ONE SIDE ls`. )< j1 Fo 4 T10 .� 6 ' .20 -00 -00 18 18 COMMON _ 1 TIOA .� 6 20 -00 -00 18 0 COMMON , `•1ii- ��+�`►�''�`' 17- 4 T1 0B 6 20 -00 -00 18 0 STUB- (R)00 -05 -08 COMMON : SUPER ANCHOR (1) TRUSS ? ^' +' _ ' M~ tE i 2 T11 .,. ,,Vat. ;- .� 6 1 0 -00 -00 18 0 MONO < F'�!,l iu ' ,• , N , 1 T12 .,iIIlllll t._ 6 13 -00 -00 18 18 GABLE # `?s � ;t . 3 T13 � 6 13 -00 -00 18 18 COMMON X � r 1 T13A 6 13 -00 -00 0 18 COMMON # ?l�► ' iat: `,t� -----11) 15 Hangers JL 28 0 r ,"! ' Emi , 4 --� ,--ti _ ..._....... ......._......._....._...�..,._ _._...._._._. TRUSS QUOTE /ORDER TRUSS DEPARTMENT a ‘ 0111L. MiIN NEW 08 -02 -07 2914 4 e ORDER DATE BID DATE - DELIVERY DATE 11/17/00 _ t. 1 4 1 40 -0 -0 1 >l 0 _• A F _ /..... 54 w CU UO ii III 07 J I 4 Q ( N i j LL? N = �_ ? 1- 0 ZO CO U p 0 cn J 1 v 1 irl 10.111... 11111111111 1 i I r iTt • V I Y Z 1 N T I. ; �� — - — T73A i • • I _ 111111111 Toe 17: 1 i J —7 20 -0 -0 7 -0 -0 13 -0 -0 . . �; tai I; k Woodinville Lumber inc. ' s 15900 wood -red rd Dame: - LONG CLASSTC woodinville Address:o • - ._ - - - - Telephone: 425 -488 -1818 ' 472A Fax: 425- 398 -3559 Te lJ.ob • I russ ru - I ype Qty Hy — • • ;Job I russ i ru. ype Qty i Hy LUNt, ULASIU I 80110099 T01 DUAL RIDGE GABLE 1 1 (optional) v►oo•mvt e u m•er, "oo•tnvt e, t" • - • . • - s pug • ••• 't a n•us nes, nc, rt 'ov • • . ••• - age NOTES '8) This truss has been designed with ANSI/7P11 criteria. LOAD CASE(S) Standard LLI C0 co uu)w ` w J p r• W0 LL _r I '..; co • _ Z f•-' Z t W V ,^ 0 • Ui W t_ U • . O • Z • Z ■ • • . Y . T' t ` • 4io 4 t WARNING- Verify design parameters and READ NOTES ON THiS AND COVER PAGE BEFORE USE. 3 This design Is based only upon the parameters shown, and is for an individual building component to be installed and , ,p1NVI LLE 1.WI•I (425) (425) 488.1818 �• p••- ' loaded In the plane of the truss. Applicability of design parameters and proper Incorporation of component is the �1 � -488.8779 Fax responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure stability during construction is the responsibility of'the erector. For general guidance regarding ardin fabrication, quality rnnlfnl efnrano rlolhrewr e....at.... ....a t- .....t -- -- - -.,r. nw. .•.. _ - ti • • :Job Truss - rasa ype • • y - y • • 1E0110099 T02 ROOF TRUSS 3 1 I o • tional ' ►oo•invi a um•er,'roo•invr, a, ►' •:• . ' - s • ug • 0 O. Ti e n•us nes, nc. n lov I : • ••s - age F -1 -6 -0 1 5 -4 -10 1 10 -2 -12 1 15 -0 -14 1 20 -5 -8 1 21.11 -8 1.6 -0 5.4 -10 4 -10 -2 4 -10 -2 5 -4 -10 1-6-0 Scale = 1:43.7 4x4 = Z 4 ,= Z , 6.00(TZ" 6 5 2x3 V _.• (J'o5 --- Truss Tu..., ype • y Pl • ' • ' 50110099 T03 COMMON 1 2 (optional) ►►oo•InvI a um•er,''oo.inv e, ►► "; • . • - s 'ug • , a 1 •t e n•us nes, nc. n 'ov • :• • +I• 'age ( � —� -\.i r ' loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component is the 4 �� (425) - 488 Fax � �- responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss - t 'ill' i ,. members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure , stability during construction is the responsibility of the erector. For general guidance regarding fabrication. auality t * `` ' . { ,.. ... - . . o o • �? ' t russ TFUb., ype a y - y • I 1 80110099 1T06 DUAL RIDGE GABLE 1 1 . o•tional) ►►oo•rnvi e um•er, ►►oo•invi e, ►►• • :• • . • ' S • ug • ••• V i e n•us nes, nc. n `ov • • ••• - age 0-61 6 -8 -9• I 12 -10 -11 14 -3 -4 19 -0 -13 I 25 -5 -8 i 28-6 -0 ?0-0-9 BCDL 5.0 Code UBC /ANSI95 (Matrix) 1st LC LL Min I /dell = 240 Weight: 122 lb LL o ' LUMBER ' . BRACING Ili T CO OP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 3 -11 -10 oc purlins. U — BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. E- I-- WEBS 2 X 3 SPF Stud /Std *Except* WEBS 1 Brace at midpt 4 -16 0 4- 162X4HFNo.2 OTHERS 2 X 4 SPF Stud /Std 0 REACTIONS (lb /size) 2= 1063/0 -5 -8, 16= 1008/3.5 -8, 14= 227/3 -5 -8 Max Horz2= 57(load case 4) Max Grav2= 1063(load case 1), 16= 1008(load case 1), 14= 247(load case 7) FORCES (lb) - First Load Case Only . TOP CHORD 1 -2 =42, 2 -3= -1670, 3-4= -1446, 4 -5= -259, 5 -6= -176, 6 -7= -248, 7 -8= -281, 8 -9= -268, 9 -10= -213, 10 -11= -261, 11 -12= -260, 12 -13= -334, 13- 14 = -239, 14 -15=41 BOT CHORD 2 -19 =1403, 18 -19 =947, 17 -18 =947, 16 -17 =1351, 14 -16 =203 • ' WEBS 4- 21= -1086, 21 -28= -1055, 27 -28= -1064, 20 -27= -1153, 20 -25= -1188, 24 -25= -1281, 23- 24= -1268, - R• MO B 22 -23= -1306, 16 -22= -1275, 3 -19= -368, 17 -20 =-328, 4 -19 =483, 4 -17 =423, 6- 21 =69, 13 -16= -368, 12- 22 =71, 11- 23 = -86, 10- 24 =30, 9 -25= -209, 8- 27 = -200, 7- 28 = -21 4\ ' Or W AS,, ,?' � ^ I iti • .{ � , / j 1) T h s truss has been checked for unbalanced loading conditions. 1 . i 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 1 . w , psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy , f 'i - category I condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 I" 4, '', • If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The 0.1 23381 � 4 x lumber DOL increase Is 1.33, and the plate grip increase is 1.33 O p �, '' ', ''+ ; 3) Truss designed for wind loads In the plane of the truss oniy. For studs exposed to wind (normal to the face), see 't',p k F G1.ST1✓� 4 ' �? 4 ', ANN* "Standard Gable En d Detail" • _ r.' "' S Si ON A � �� y 4) All plates are 2x3 M20 unless otherwise indicated. 5) Gable studs spaced at 1-4 -0 oc. M 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per +, � Table No. 16 -B, UBC -94. EXPIRES 12/7/2001 +F7 9 This truss has been desi ned with ANSI/TPI 1 -1995 criteria. LOAD CASES) Standard t . Y WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. , 111tLL� WM�� .1818 .,'' r . This design is based only upon the parameters shown, and is for an individual building component to be installed and pw wales, 48848 Fax ~ :1 :7 , loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the or �� 0 responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss <' f members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure `'"'•' ' ,• stability during construction is the responsibility of the erector. For general guidance reaardina fabrication. angry . _ 1755 , jl fuss Ti. t ype Qty Ply LONG CLASSIC 1 B0110099 ITO7 ROOF TRUSS 4 1 • I (optional) ►►oo•nvie um•er, ► ►oo- invie, -s1 . 0 ' S . ug • ••I ►1 e n•usries, nc. n'ov It : • • 11111 - age , - -..r - • • N N —` I ( Job • • 1 truss irus:. , ype Qty Pty L 1 110110099 T10 ROOF TRUSS 4 1 (o•tional) • ''oo•InvI a um•er, ''ao•invi e, ►T• • :• • . • - s •u g • • •• 'I e n•us nes, nc. rt 1 o • ••• - age . -1 -6 -0 5 -3 -4 10 -0-0 14 -8 -12 20 -0 -0 21 -6 -0 1-6-0 5-3-4 4-8 -12 4 -8 -12 5 -3 -4 1 -6.0 Scale = 1:42.8 • 4x4 = Z 4 H Z W • 6 6.00 (l''£ ..J U 2x3 U O 2x 3, . u) p "' 3 5 W = W M 2 W 6 M g 3x4 = 8 3x4 = Z W 3x8 = 1._ t-- 0 • Z I- I 10-0.0 I 20 -0 -0 ( • MI LLI 10 -0 -0 . 10-0-0 D a LOADING (psf) SPACING • 2 -0 -0 CSI DEFL In (loc) 1 /defl • PLATES GRIP 0 TCLL 25.0 Plates Increase 1.15 TC 0.35 Vert(LL) -0.27 6 -8 >877 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.41 6 -8 >574 W W . BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.03 6 n/a = 0 • BCDL 5.0 Code UBC /ANSI95 1st LC LL Min 1 /defl = 240 Weight: 66 lb I- H LUMBER BRACING .. TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 5 -0 -13 oc purtins. Lll Z Z BOT CHORD 2 X 4 HF No.2 SOT CHORD Rigid calling directly applied or 10 -0 -0 cc bracing. U CO WEBS 2 X 3 SPF Stud /Std O I REACTIONS (lb /size) 2= 834/0 -5 -8, 6= 834/0 -5 -8 Z Max Horz2= 42(load case 4) FORCES (lb) - First Load Case Only , TOP CHORD 1 -2 =21, 2 -3= -1104, 3-4= -784, 4 -5= -784, 5 -6= -1104, 6 -7 =21 BOT CHORD 2 -8 =974, 6 -8 =974 WEBS 3 -8= -310, 4 -8 =388, 5 -8= -310 NOTES R, M . 1) This truss has been checked for unbalanced loading conditions. V 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 4 - pF W 4 sIr � 1 , • psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy ,� ' t , - category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 o If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ! : O . t� / /!� ,. 3) This truss has been designed for a 10;0 psf bottom chord live load nonconcurrent with any other live loads per i • e . •� Table No. 16 -B, UBC -94. • • 4) This truss has been designed with ANSI /TPI 1-1995 criteria. •••10 23381 � ' CASE(S) Standard OA F , C ♦r LOADCAS `;rs i S �v I'' f0 G �: l NAI. ,.;,.,,sit , EXPIRES 12/7/2001 a 4. 4 ^ , , , 4 r,43 N&"..4�37 ,,z'? fi WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. Vi "i onus 1 WI� �4 (425) 488.1818 This design is based only upon the parameters shown, and Is for an individual building component to be Installed and OM fit. ` . M loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the *co �po (425).4884773 Fax .ar responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure MIN stability during construction Is the responsibility of the erector. For general guidance regarding fabrication, quality v ^ •r • ■ ..d 1 ... ' .. 's . — h Imo ; �l russ 'Tus. . y.pe Uty Hy LONG (:LASSIE 19,011009£ ' T11 ROOF TRUSS 2 1 • optional) •, ""oo • nvi a um • er, ""oo• nvi e, " • :' •. I S • ug • • • • 7 e n • us nes, nc. rl l ov • : • lee "age 1 -1 -6 -0 i 5 -2 -0 I 10.0 -0 I 1-6 -0 5-2-0 4-10 -0 Scale = 1 :36.2 2x3 11 Z 4 . I Z • s tL 6.00 Fir , Ili 2x3 Up M 3 W = W 2 g r? U. I �� c I Sil d x• = - 5 I— • . , 3x4 = Z1— j Z O . I 10'0 "0 I 2m 10-0 -0 U O in LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) I/defl • PLATES GRIP 0 F- TCLL 25.0 Plates Increase 1,15 TC 0.35 Vert(LL) -0.42 2 -5 >274 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0,56 Vert(TL) -0.63 2 -5 >183 W W BCLL 0.0 Rep Stress Incr YES WB 0,29 Horz(TL) 0.00 5 nla H 0 BCDL 5.0 Code UBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 36 lb 12-- O LUMBER Z / , -' • • -1 -6 -0 6 -6 -0 13 -0 -0 14 -6.0 1.6.0 6 -6 -0 6 -6 -0 1 -6 -0 Scale = 1:29.2 4x4 = Z 1 3 ~ W it 6,00,72 •..• U O ti p rn LN = M J f- :il l O M 2 4 � � I[ W 5 a Q 0 1 � �� �_. bb . D -±- 0 3x4 = 3x4 = IF- / 11 • 1 2x3 11 Z 1 ,-, 1- O Z 1— W tii I 6 -6 -0 I 13 -0 -0 I 6 -6-0 6 -6 -0 U m LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) lldefl • PLATES GRIP 0 H TCLL 25.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.04 2 -6 >999 M20 185/144 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.07 2 -6 >999 W W BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 4 n/a H 0 BCDL 5.0 Code UBC /ANS195 1st LC LL Min 1 /deft = 240 Weight: 39 lb i= LL LUMBER BRACING ... TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. CO BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 3 SPF Stud /Std ; O I - REACTIONS (lb /size) 2= 575/0 -5 -8, 4= 57510 -5 -8 Z Max Horz2=- 29(load case 3) Max Uplift2 =- 12(Ioad case 5), 4=- 12(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =21, 2 -3= -499, 3-4 =-499, 4 -5 =21 BOT CHORD 2 -6 =442, 4 -6 =442 WEBS 3 -6 =63 NOTES �� R• w M0 1) This truss has been checked for unbalanced loading conditions. y r s . • 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 • � O �" j . 1 psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy •• , .A ) A 'A . category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95 ` If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The 1 • J, If. lumber DOL increase is 1.33, and the plate grip increase is 1.33 1 ' r . i 1• • 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per ` '' Table No. 16 -B, UBC -94. . - 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at Joint 2 �O 2 3381 4/ , , tl __ 5) This truss has d signed with ANSI/TPI 1 -1995 criteria. SS's C /.SYbt� r Al. t' LOAD CASE(s) Standard i r {} ' I. EXPIRES 12/7/2001 � ,„ s3 . y, i.4 ) • 1 vSNil'4�.t�i , . • . : 3 ,'fn , �[ 1I .iii WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE. ci This design Is based only upon the parameters shown, and is for an individual building component to be installed and ,MV .. 4 "r!'. loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component Is the 404- lip IV At (425_ Fax . responsibility of the building designer. The bracin requirements shown are for lateral stability of individual truss 740' 9 ', members. T bracing design responsibility bracing building designer. n is the res onsibili the temporary bracing to insure • g Additional tem A .�.. •., ... stability during construction Is the responsibility of the erector. For general guidance regarding fabrication, quality .". . ( �• -\.d,_, • .. - - - - • • . i } M Y !Tj , - W.! - t • - SEGA Engineers ,--„, Project --:H #472 /Structural & Civil Consulting Engineers • - Job No. 00 -082 By: GAT 22928 SE 312 (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 11/28/00 Sht 1 of LOADS ROOF z DL Roofing (Comp) 3.5 psf , 1 Z 1 /2" OSB 1.8 W j tu 2x @24 3.5 6m Insulation 1.1 0 0 co 0 /8 GWB 2.8 .w = Misc. 1.5 N � 14.2psf W 0 2 LL Snow 25 psf (115% Load Duration) g 5 Reduction, As -0.82 psf a 6/12 pitch = 27 deg F _ Total Roof Load 38.4 psf z t • Z 0 FLOOR ? D DL Flooring 0.5 psf v 3/4, Plywood 2.3 O - 0 I- 117/8' TJI @ 16" oc 2.8 = w 5 /8" GWB 2.8 i_ H M isc. 1.5 z 9. 9psf O _ ; P. LL Residential 40 psf z Total Floor Load 49.9 psf • DECKS \ . . DL 2 x Decking 4.3 psf 2x10 @16 "oc 2.8 Misc 1.5 8.6 • LL Residential 40 psf . psf Total Deck Load 48.6 p r -- WALLS 1 . . DL ., Siding 3.0 NW) 1 /2' Plywood 1.5 psf t m.l ,,��" • 2x6 @16 "oc Insul 0.6 ; •.:ig • 1 /2" GWB 2.2 . 9.0 psf Copyright 2000, SEGA Engineers ; ,� A f 1 - - - 1:56 SEGA Engineers / ,, Project ''''''71#472 /Structural & Civil Consulting Engineers + Job No. 00 -081 By: GAT 22928 SE 312"' ST (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 11/28/00 Sht. 3 • LATERAL LOADS SEISMIC . Sect. 1630 Z Maximum Base Shear, V = 2.5 C I W Eq. 30 -5 , . 1 z w R �2 where, 03 c 0.36 Zone 3, Sp, Table 16 -Q t) O I = 1 Table 16 -K , u) w R = 5.5 Table 16 -N - H W = Seismic Weight w O For W: M Wroot (40ft) (43ft) (16psf)+ (2) (40ft+ 43ft) (4.Oft) (9psf) = 33 kips §n Wnoar (40ft ) (41ft) (14psf)+ (2) (40 ft+ 41ft) (5.Oft) (9psf) = 35 kips cnd I W total = 68 kips I iii Design Base Shear , V = ( .164 ) ( 68 kip ) = 11.1 kip Z E _ (1.00) (11 kip) = 8.0 kip Eq. 30 -1, Sect. 1630.1.1 w O uj 1.4 D o I WIND 0 co Design Wind Pressure, p = C C q I Eq. 20 -1, Sect. 1620 (3 H � =w where, F.- H C = 0.62 0 -15 ft Exposure B Table 16 -G LL O = 0.67 20 ft iii N =0.72' 25ft . HX z C = 1.3 Method 2 Table 16 -H q = 16.4 psf 80 mph Figure 16 -1 =1 1 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) - V,/b (40ft) (10ft) (13.2psf) + (40ft) (5ft) (14.3psf) + (40 ft•) (5ft) (15.4 psf) =11.2 kips ' , "'444 +. , V (48ft ) (10ft ) (13.2psf) + • ( 38 ft ) (5ft ) (14.3psf) j. " T + (14.ft) (5ft) (15.4 psf) = 10.1 kips P. h f ; :.;' 4,Y Therefore, Wind Loads Govern for Lateral Design - Each Way ,:^;, . • { ,4.ia; Copyright 2000, SEGA Engineers i — r - -- As. z cu 4 5 . CO o CO W WI _A1- - W o SHEAR WALL SCHEDULE IL. Q N d .. H w Mark Minimum Sheathing Sole Plate Anchor Remarks Z !-- Sheathing (1) Nailing (1) Nailing Bolts (3) Z O w ill A Min. 3 /8" T1 -11 6d 6" o.c. 16d 8 "o.c. /8' 60" o.c. D C . @ @ 5 @ Qall = 195 plf or OSB v co O - . al— B 1 /2" OSB or 8d 4" o.c. N/A 5 /8 @ 32" o.c. .. . = w. © ' " Qall = 350 plf I F-5 CDX — Z ui U co > 1 /2' OSB or 8d @ 3" o.c. N/A 5/8" @ 19.2" o.c. Qall = 450 plf 0 I` / CDX Use 3x studs at z abutting panel edges and stagger nails • Notes: 1) All walls designated " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at . intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). ', . 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" ` from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be , .. At A , minimum 2" x 2" x 3 /16". r" .g•, �'' 4) See NER -272 for alterante nailing / staples. +' "'r " "' –1 ttritcTk-hit R- 14 a Y t }, u 40 i� r4 �i :. ., � 1 - r , r. r \, 1 .■ • , 4 1►J1 ... ..�, �r I. f � w q i WP I 64 j � ' 1 City of Tukwila Steven M. Mullet, Mayor ~ t *. lo / \ ;, •• Department of Community Development Steve Lancaster Director 1 1 1908 1 z 1 January 23, 2003 ~ G W o Charles Prib 2 14205 SE 255 P1 -J 0 Kent, WA 98042 Uj o III I J 1- 1 WO I RE: CORRECTION LETTER #1 to Revision #1 Development Permit Application Number D02 -149 u_ Q Foster Heights Lot 3 u) d 4810 S 146 St 1- w ' ZF h-• O ' Dear Mr. Prib: w w . D = p This letter is to inform you of corrections that must be addressed before your development permit can be .v0 N approved. All correction requests from each department must be addressed at the same time and ° t_ . reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, z U the Building Division, Planning Division and Fire Department have no comments. R Z Please address the attached comments in an itemized format with applicable revised plans, j w : . 1 specifications, and/or other documentation. The City requires that four (4) complete sets of revised 0 H plans, specifications and/or other documentation be resubmitted with the appropriate revision Z block. . In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. ' If you have any questions, please contact me at (206) 431 -3684. • Sincerely, , KCititU41) a At (t t „ Kathryn A. Stetson Permit Technician encl u , :: ' r; xc: File No. D02 -149 . . H . . l ,OW 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 •Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4.2a 1 ':. ,.. . - ' ! SEGA L.N1.s A ntcrc - _ - . - ,- - ✓_ r t i y 1" . ^ �1l.A, _ �J� ,.. , w `„ q _, : 9i dl 1 G , City of Tuki Steven M. Mullet, Mayor O 1/414. � O t • N �, r ; Department of Community Development Steve Lancaster, Director 1908 -- Z _ - t July 15, 2002 i— w re 2 Mr. Charles Prib 6 v 14204 SE 255th Place 0 o Kent, WA 98042 J H RE: CORRECTION LETTER #1 mu. uj 1 Development Permit Application Number D02 -149 2 1 Foster Heights — Lot 3 — 4810 S 146th Street ' L Dear Charles: = d H W = I This letter is to inform you of corrections that must be addressed before your development permit can be z~ approved. All correction requests from each department must be addressed at the same time and w O reflected on your drawings. I have enclosed comments from the Building Department. At this time, the ? Q Planning, Public Works and Fire Department have no comments. U co O — e) h Please address the attached comments in an itemized format with applicable revised plans, w w specifications, and /or other documentation. The City requires that four (4) complete sets of revised i- 2 plans, specifications and /or other documentation be resubmitted with the appropriate revision u- p Z block. v co .. — _ In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have Z 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) 433 -7165. Sincerely, • ate. Stefania Spencer Permit Technician • encl . • xc: File No. D02 -149 s 'rn';' 'Y:'? 1. z Mit 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 -3665 ;-' snw -e.n.w w.+wa. ..., . -.. .,-... .., w.,,..,..:: e.+ cv,. rv..•..*.r« nN+ mas. �rMiennrr :lF•FM.*JiNtN'Kt - -, r ._..s:.�'_�_m„ .. - - , LRMIT co •'( \ � i- ', 1 k coo � ' 2. i PLAN REVIEW /R�SUI'ING SLIP ACTIVITY NUMBER: D02 -149 DATE: 02 -28 -03 PROJECT NAME: FOSTER HEIGHTS - LOT 3 z 146TH ' 1 z SITE ADDRESS: 4810 S 146 STREET .� z . —_. - _„:. PERMIT COORD CCU, ��. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -149 DATE: 01 -24 -03 PROJECT NAME: FOSTER HEIGHTS - LOT 3 z ' SITE ADDRESS: 4810 S 146 ST w re 6 Original Plan Submittal Response to Incomplete Letter # v p — X Response to Correction Letter # 1 TO X Revision # 1 After Permit Is Issued W o = _.I I_, N LJL, DEPARTMENTS: } u' Building Division ❑ Fire Prevention ❑ Planning Division N 0 = Public Works RI Structural ❑ Permit Coordinator Z r } ZO , DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -28-03 w W U Complete [( Incomplete ❑ Not Applicable ❑ p P- 0 1-- Comments: W v LL. r6 ! Permit Center Use Only Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U I ~ O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 I "' Z TUES/THURS ROUTING: Please Route [2( Structural Review Required ❑ No further Review Required ❑ ■ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -25-03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: ; ;''' , REVIEWER'S INITIALS: DATE: Permit Center Use Only ' ;K-:- r CORRECTION LETTER MAILED: I :> irri Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: rigit# ' ^" , �?ti ` rXE pan 1. : :r ; Documents/routingslip.doc ` ' '�i " � 2-28-02 '� �k��, .�. •mrt,spd•w.r.y.h..w^n�• +..,.,. :..,..,... „ *L:uv.a..._. Y,,...,.s.. ....�..•............,,,., 2.:•. tin..^ �m. �atnaire+ frrk' t: S3tit�' �Y. Rte'{aW?Ji�f,W�171t'�'4!$i.i5i. .. ,, _ 1 i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 149 DATE: 12 -11 -02 , PROJECT NAME: Foster Heights Lot 3 z 1 SITE ADDRESS: 4810 S 146 St - z j Original Plan Submittal Response to Incomplete Letter # C O 0 p to Response to Correction Letter # X Revision # I After Permit Is Issued t.0 i DEPARTMENTS: 1 . .� i 0 � 1 • �', May g 5 , , 0 �I 17.1 Z LPG �d-- u. a 1 l Bui i ivision ire Prevention ` Planning Division to d Publi Works ° Structural n Permit Coordinator 34 ~ _ z1- j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 2-12-02 2 Lu o U Complete Incomplete ■ p p n Not Applicable � o i Com I— wW Comments: H v ' 1 `I z 1 w Permit Center Use Only 0 — I = INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z ~ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: _ i APPROVALS OR CORRECTIONS: DUE DATE: 1-11-03 Approved n Approved with Conditions Not Approved (attach comments) . , t ' k • .1 0 X; Notation: REVIEWER'S INITIALS: DATE: r43ii? � 4L ;) . Permit Center Use Only .i." t a • CORRECTION LETTER MAILED: I - '13` .s" a 0' 0' , :z<3iStra: Departments issued corrections: Bldg ❑ Fire ❑ Ping ../V Gf r �' De p g g ❑ PW Staff Initials: /�- - §to ge Documentshouting slip.doc 2 -28 -02 t Var r 'wn";we '9 .,:�'. s. `«:....'.;1:.: s. x.: Dz:. le:L::G.u�.�:•!.; <.:..,.r...a.. YtRedrAMPHIMMI. ,.. ,, l� u ....... -,.. ...�....,, ._........,�... �......r i, u., ... ... ..,...,...�.. „, .n.su. t r _e rrvn rnv m�ah' Y,• Ytt�CI"1 % %lFi!MIE. i ERMIT COORD COPY 04) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -149 DATE: 07 -24 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 3 z _ . ,- SITE ADDRESS: 4810 SOUTH 146 STREET cc 1 6 _ r ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -149 DATE: 6 -03 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 3 a SITE ADDRESS: 4810 SOUTH 146 STREET w re QQ % J U ■ ( .- -__ - _ _ , . -- .-•- 1 • PROJECT NAME: / ors — t 3 PERMIT Do 2 -/Y9 Site Address: '8/o S /. .SP - -- Original Issue Date: ci:- REVISION LOG . Revision I Date i Start ( Date -Staff • No. I Received I Initials I Issued I Initial Z Initials Q I I /Z �U ''OZ i ,f'�,S I I H w � � Summary of Revision: ,P�v'�¢�Ge C/.S L r �•� t Ia � G 7 S.,J D r ' ,xz: j / 1% 7744 r s &- 79-T8-m6 7r o co 0 Received By: (please print) wi F. N W 2 Revision Date I State Date I Staff No. Received I Initials Issued I Initials u. a co 2 I 2-.27-03 I •4-/9 I � ' 3 I �lf5 . • - w = Summary of Revision: / - 6 .�� „4g - "¢4- �G�r - �j2 • //ISE i b /ZeC, z j�y IT- ce -M / Z o Received By: / 2 0 uj { • • lease int 0 N co O— _ 0 P--. WW Revision Date Staff I Date Start_- - No. ' Received Initials I Issued Initials - - O Z 1 I I I iii co Summary of Revision: PI Received By: (please print) \ ti Revision Date Staff Date Staff No. I Received , Initials Issued Initials , I . .. __ • I I I , I Summary of Revision: , Received By: (please print) t t`' al r��S�,l • Revision Date Staff ° '. , Date Staff �: f,,;,;�,;, No Received Initials Issued ; Initials s tq; ?, Summary of Revision: ''d� Received By: ; t '— (please print) „ .• „a? A • ... )'i.w'.� :}�,' ..,.,(;: ry +.r: ,: rv'Vr..}�?•t'f1h'.�WN ahr .�rvr.FS.arvr.n.ao+�rtwmawVaanr ru...,+_.— ,... i...- -..... w......v.. ,..._x i .,..� u — _ ...... _..............., .. .. ., r <,. ) .ACA 14ivYY - _ .. . �., xOti.7 .• /' t ?P;R: }' Yif, +u•}:.^ :�. P!SOl...., ^ ..�'• M , - �J ���'.•w;?s i, City of Tukwila 0i ' 2 ,, Department of Comjnunity Development - Permit Center ` �T, i � 8 6300 Southcenter Blvd, Suite 100 4 el .'1 Tukwila, WA 98188 1908 (206)431-3670 z • I . ; ,,:�: ► , • . 1 . 1 • 20010803000206 1830 1 INK I I ZCYAo 17,11 WVa r` e0:id IN C UN Y, WA CITY OF TUICWILA DOCUMENT RECORDING COVER SHEET Return Address CITY OF TUKWILA Office of the City Clerk a 6200 Southcenter Blvd Tukwila, WA 98188 Z (206) 433 -1800 O i-W D Document Title(s). uNDERGROUNDIN6 AAREEMENT• WAIVER TO WOK- re 2 ' -- I GWL i4b114 � OPPIV4414C,E - QdLl &44TiQM POR UTN R.E _1 0 = uNpER6ROUN IN . o o CO Parties: City of Tukwila, WA to W LLI c* 6200 Southcenter Boulevard —J H T uk WA 98188 W U. Other: W WLDF SCUTT 2 n . Last First Initial u. co a 1- "RI R In fed ~ Company Name (if bu iness) Z F' zo 222.Co E !! i of ve. o Address U N 5QAWe 913121 0� City State Zip 1-- 2 u L I z Legal Description: LOtS I 'tit k 16 o FQIer Het plat iii L 2ooO -026 ra} lin No. 2)01078 o?b . rz o z Assessor's Property Tax Parcel/Account Number(s): 261000 -0010 261000-0020 61.., •. i 61000 -1 • , Ipp.-' x, .l,.. •..a I •OO7 L11. ♦�. .� � . I D..•.a'1 1 '-•1•. .. � - Ups '2.6'.'. ..T1 -W t• . ,.. . ,' _ .,.,. • • - •..... • . • rl�l.'.. , �� .r ,a ; k7, A e .q.,:1y1,�yy F ?: . DO � ` (4 / � f a ' �! ", „„„.,, i<.+,. .S1�Frititut:e+ , ,_ a t , , .. .. . , :: UNI) +RGROUNDING AGREEMENT WAIVER TO UNDERGROUNI)ING ORDINANCE OBLIGATION FOR FUTURE UNI)ERGItOUNDING The proposed system upgrade at Foster heights 16 -lot subdivision development, File No L2000 -026, at 47'' Ave South and South 145''' Sticet requires under•grounding per Ordinance 486, 924 and 1321 ALO1.16 5. 14b {h 6TREET - 5EE rr1 0.1ha'r A, • Lot No. Tax Parcel No. Address 1 2 1v i O( - 001 030 5. 146 sf co - 'l © . 2 2 I ODD - ()Dip 4 -$2- S I'w.o ' Vo I Coo - 0030 4 sio S. (it-te st • 4 Ztv1Oro co040 i4 -5W 4 I "1 A-ti S z 5 4 Ail S t o w • C) 261 (200 - COS° 1 450 w O 6 6 n Clot Ow- 00 ( 4S09 S ` U O *-t 7 2(vI ODD - Cbb70 4flls S i4 8 26I DOD _ 0080. 4'Us 5 I4 � CA . 9 Zfof UDgo 4835 s 1 ► I - 5 4i. J 10 u_ 2(0100p- 0100 41 clls S 145 sb N = a 11 w 'L(vIDDD D110 .9 c 5 j4 -5 I- _ z i- 12 2(h Idop Dt2o 483o 5 14-s w� 13 w Z(o 1 0 00 - Dl 30 .4520 s i c1-S % D o 14 w O — Ito 1 o bb - O 14-0 1812 s. Ids 3 -t 0 H . LU 1s = 261000 - D15o gi30(a 5 f4 5( !o • 16 2-171000- bib() 1502 5 I14- 5t iii N U 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 carried out as part of the development The Owner is obligated to participate in Iundtng suture undergroundrng improvements for their proportionate share o said undeigiounding fronting their property Furthermore, if the L I D /II L I D process is used to carry out the construction of tits undergroundrng, the Owner waives the right to protest L I D or U L I t) formation for this • under grounding Owner retains the right to contest the method of calculating assessments in . such L I D and the amount thereof to be levied against the Owner's subject property, and other propel ty owned by Owner which would be withui such L I I) • i Tits Agteemcnt shall be recorded by the City Cleik with the King County Auditor as ;. . required by Chapter 35 91 RCW and the cost of said recording will be paid by the City � ' ` :. 'tIA . ? •• 'k4 i ' ' ■ shall be binding upon the parties their respective heirs, legal t�l ;.''�! • This Agreement g p ! I . g representatives, assignees, transferees and successors "Phis Agreement runs with the land • ' :r vi . :,..'11, cry,,. , " 0`57.14,3 . • ..... - '"'"`9` " { , z4 ji ,1 .U W .... ar..( t riranm'!.u,..n i+.ayHXh...N y .r. v. w... ♦ , r. • _ _ __ .. .. . ... ... ..i. '.. ... 4-Y N . •m+'nu.n eM aw /rNw.vav .. .. 1 •11,i vri', 4ia�' .aif,..f'L. n.. nnit.s .rte } 1 .. , A r -J . 1 APPLICANT: _ ,>c79 , 4 -- Applicant (Signature) Date Sc. e, rt Gi2 %,/o h- tIV2-27 -3S . so- , ,s 0 ...:awn ... «... • ......w., a...,. « . n..-e• we... . - .. . _. •... . ............ ........_ J 20010803000206 - I 1 0:-.3.7 o1S I r • . �. ,.. =a • ' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN • '` t Y � y " �' ` THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , . L > �. '� :.` , _ ,....., . . . ...,• ...., . • .. • .. . . , • . • . : RENEWED BY AUTHORITY. OF SECRETARY OF STATE . . : 1 . • REGISTERED AS PROVIDED BY LAW AS LONG CLASSIC HOMES LTD ' p 1624 PIONEER STREET :i9,',..:'',''-'I.'-.'i''.t''s.'-''c',''':''c'A's'H'L'.''.N'A'A'L'.Ir'.'.''G''.'('o'.°;:'•''i'.r.''i''''1/4'-I.''2'''''9'..'.'''fs'..':?.0:m'2..'.''-G'm'R.-'2E::'.'.''',':s'.''''-'si'E'i,'''I'','''z'I'G'L''t.'T,.TDI,'"'"I"'Fi's'.'2''''''''i'''i'T''':F'..''.''T''I'R'.'''','.,,,'.'-''F,'''''Am''''':rLO'',A'.'.'''''T"R.''E,'P.''.''''-T..iI,-'O'...'.,''O'R'.''."-'.A'.','''-:T*''''.•N.,''tI''NO'c'.NI'"s.''r,.",'"N,''-,''.'E,As''-.''D.''',.r..''-,''''.•''.N'B'B''''.''''.''''u\u':.'.'''s's''.D''''III'.":'.:EEE''.::L':'s'''2'P','''-''i*-':•I'''c'RI'ID.D'E''-'.',,c'sE,,'i:'''-'':''''-'''-N':::''r''.'-'''T•'.''''' . .'.,,,....,,,.,.,',.,,,..:.,,,.......,......,....,.:.,,,..,..,......,.,.....,:......,.:.:.., .,i,.i... , . • .. Z •, < •• i I W CC < 2 ' W 0 • 0 0 .• 0 C CD w. ID I . ui 0 • 2 < tK a u- < U) I 0 I-- ILI I ! LONG CLASSIC HOMES • • RJGJ.ST . if EXP . DATE • Z I.- 1— 0 . Z1 11.1 —.1.0 •a D D 0 0 , . 11.1 I U.1 '1— : U. r • •••••. .,• • • . • Issued by DEPARTMENT OF LABOR AND NDUSTRLES ' . . 0 . .. .. Z 11.1 CO 0 - F: 1 ... .0 1— . . . , V141-14».4214,1 pilter fabric fence installation typical detail for wall and slab drain system lot 3 foster heights site plan utility plan drainage plan revisions p elevation plan lower floor plan detail optional basement plan insulation note upper level plan foundation plan lower floor framing upper level floor framing upper roof framing lower level roof framing shear wall schedule section a-a general structural notes design loads roof floor wind seismic inspections foundations concrete reinforcing steel prefabricated joists parallel strand lumber bearing wall framing shear walls floor and roof framing timber roof trusses general construction notes M Re S Afl V EXTERIOR 5 AT w lE I" OR � E 80 • b' OC- e �— 84 • 4 - - - - - a - - - - - - - - *RATED SEAT Cs r e I Fx BLOCKING •/ BLOUCNG 12u @: ■ ' = A:4CG \\ N n F T ma& • 8 OL 4' ,,_ g . 1F l ' ' r �+?EC s�EaT>► ee • O�- ., ' "i � w a. a ?x vfNTED BLOCK ' _� , •Z35 �% wt , ' • \ 0 Q - K & TO MISS • _ 1 H+ END . .� i • 3 ?' OL TRUSS iRAF� R ,� f . - a ., - i , � EAC 2x RAFTER PER PLAN ��� ps 2x TOP P i .4 � TRl55 PER PLAN I LAP SPLICE 4` -0' 2 x STUD PER °LA I ':�1'�!'SON' :125 OR N! MN. 4 NAIL utA6d ' 1 Si- EATHINCs I NAIL INCs 1 • 8' O G STAGGERED. i 1/>Et BLOCKING , _ ,✓ D13L ?x TOP PLATE ATi -IING AND NAILING x TOP PLATE. PER PLAN OR SWEAR �� ,. / � i . 51�EANING 4 NAILING LAP SPLICE 4' -0' PER ALAN OR SC.IED E. LAP SPLICE 4'-0 Y1ALL ;—Al / I IPER PLAN OR SCNEDI�.E. MIN. I NAIL we 16d e o MR 4 NA ,x/ tbd 1 , • 8 OC. S. AGC D a i I ' • 6' O.G. STAGGERED I .` I a a a• } TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING •GABLE END = LOWER ROOF FRAMING • 5NEAR WALL 4 ROOF O0F FRAf 1iPK� • ,(1) 52491 5201 52.0 820 5 : _ • U O o W I o 2x STUD PER A N. t S 'lSIMPSON' HOLDOIN SOLE PLATE NAILING PL � ..1• . STRAP PER PLAN USE 16a • 16' O. G. MIN + USE DBL • • *IOLDOUJ • r-� i ,. I -1 Sd a 4 OC, SLAB QN GRADE °ER • p° - • 501 -ID RIM JOIST 3/41 SI4EATNING PER PLAN _ - � PLAN OYER 6 I L VAPOR L 9 r GIRDER TRUSS I 3/4' SUBFLOOR OR SCHEDULE { BARRIER ON COMPACT W I a i E'ER PLAN 4,. SHEATHING I NAILING I I E45E. o PER PLAN. SPLICE TO I : , ! ---s °' OCCUR ON GOMt"MON I• �/ \ � — — — — — — 10d • • 4" O.C. - ' .i i , • - . ' I(1 C Pa MEMBER OR BLOCKING / / STAGGER SIDES. - JOIST PER PLAN •4 BAR CONTINUOUS �- i, _ T S it rn TOP i BOT I OI"!! `.J oe I AIRSOINPIIIRMIPOWIR 1 j 2x PT SILL W / °+ IC c;r4 IN �iiiii_�_ I� 'SWEATWING I NAILING PER \ N ANCHOR BOL i . iN 2 CiD x STU DS PER PLAN. • — �!:•� 'SII'1P`aON' LDO11N '5IMF'SON HT520 fBEAIr' AT SM J � �� JOIST PER PLAN P LAN OR SCHEDULE. �� �' 1►�1 PER PLAN TWIST STRAP. I I II TJI BLOCKING 6' . 1 ••_.• • -.1. •/ DBL 2x TOP ; .. 2x DBL TOF E. i i I - PLATE. LAP SPLICE 6 I ' " \ \ . �\ " \�• BAR GOVT lT • PLATE / '�\ '� . 1'�J MIN. I NAIL W /16d ` ',` _- // 2x STUD • 6" O.G. STAGGERED. b�' �• -- 1 ' -4" - DRAG STRUT CONNECTION , TYPICAL FLOOR FRAMINCx CONNECTION FRAMING AT INTERIOR SEAR WALL 8 1 FOUNDATION AT SLAB ON GRADE 5 20 520 . o (52.7;/' I SOLE PLATE NAILING. 2x STUD PER PLAN. USE USE ibd • 16" O MIN. - DBL. STUD • ENDS OF SWEAR ILALLS I HoLDOUNS. ,,, --3/4/ " sH =AT14MG 5 EAR l.0 4 L. L. 5C + -I E D U L E Si- IE.�TNIJG I NAILING � 2x PT SILL WITH ANCHOR BOLL MARK MINIMUM SNEATI - SING SILL PLAT ANCHOR REMARKS PER PLAN. I PER PLAN OR SCHEDULE. USE • % "4 • 60" O.C. MN. (1) NAILING (I) NAILING BOLTS (3) ! • '" - - , ,I, A MIN " TI -11 6d • 6" OC I6d s 8" O.C. �,B" • 60" 0C. Qall : 195 PLF `" , `i OR 058 k !i iri / l •4 BAR CONTINUOUS. MIN " T1-11 bd • 4" OC. N I A fi • 48" OC gall • 295 PLF ° '5MP50N' HOLDOIIN � (TYP.. K3> OR 0513 C cv PER PLAN. . •� '4 BAR CONTINUOUS NOTE' !-U rn D O NOT BAC1FILL UNTIL FLOOR i,� " CDX 8 d • 4" O.G. N A 5 • 32' D.C. ' G a l l a 350 F'LF r l "t YPJ THN C OR 0513 L o f / - SHEAG, PONY WALL SHEATHINCs, -) 8' • y •° AND SLAB ON GRADE ARE 0 LU to � • ' • 1 INSTALLED PER PLAN. 'SIMPSON' A35 > k1" CDX 84 • 2" O.G. N A ' 1 9 "' C� 0513 �6 ac. Qa II 600 PLF b USE 3x STUDS • ABUTTING (V - - 2x PT SILL ui/ j �4" 5HEATI LING (40 /20) U C a) FOUNDATION AT CRAB SPACE " S7AGGER NAILMG. ___1 AN NCHOR BOLT .,c • 32 " 0 C. ONO. ! cv .[0 4 Q! N i. _: NOTES z d N-JO15T PER PLAN U 1-- 0 L.' I) ALL WALLS DESIGNATED" k" ARE 5HEAR WALLS. EXTERIOR WALLS SHALL BE ` � 1 U SHEANED WITH RATED 5HEATHNG (24/0 c515 OR CDX) AND NAILED AT ALL V � `'�� -�-- -r 2) •4 BAR • •TOP PANEL EDGES (BLOCKED) PER SGNEGULE). NAILING AT INTERMEDIATE FRAMING _ `� t '4 BAR • 10" OC. 4 TO BE AT I2 OC . NAILING NOT CALLED OUT SHALL BE PER UCB TABLE 23- I1 -B - 1 . O (..) , 1 7 STEM WALL HORIZONTAL I --PIPE SLEEVE ___I 2) 14OLDOWN5 AND OTHER FRAMING HARDWARE BY' SIMPSCN STRUNG TIE OR EQUIVALENT cf) fO 9' MAX. 1/ TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MNINA•M. ° ° 1 5 BAR • 10" OC. . / 1 • a+ a S " $ YEI?TIGAL =i _ 10) �- I 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE �' _ ° a THAN 12" NOR LESS THAN 5" FROM EAc 4 END OF EACH PIECE. EMBED BOLTS MINI T 24" ( OF 1" INTO CONCRETE. WASHERS TO BE MNIMI,M 2" x 2' x 3/16 ". , ti� .,_ 1 .., 4 ' N RE CEIVED 4 "o FTG DRAIN - /4" SLAB ON CsRADE 4• CITY OF TUKWILA -1 2 \ cm , 4)/ * I ° { y MAX . 1 1 D J UN 0 3 2002 �Fs • �� C!) J^-, 1 .- 8" ,. [ v ''' .,, X � /� ( ��2 PERMIT CENTER EXPIRES: 3/123/12/4 .-' CONTINUOUS FTG. F %Yoz - \ /\� �� { � (� L i� ....: 8 ' 4 BAR CONT. \ / / � \ / / \ / / \ \ // � � ,,' /' u �+ 1 �.0 REl EMEPIT I -b " (TYR) • /i� //, /� \ ' 2 0 o MIN -'.� 5 gC T QN g 4= - •� r i , ® -a, FOOTING DETAIL m •,.A..• ATI • A : s 'Ad_ T ® 1282AncitifENEDEATIQN a. t 620 ' , . COPYRIGHT 2001, SEGA ENGINEERS 1 U — , _ 4,10 -081 • • I M I 0 , ; standard wall section detail general notes detail bearing wall framing floor and roof framing stair notes reinforced steel stud walls structural framing roofing structural notes foundations design loads � • 02_0149 35mm Dra • #1 • II I i ( lo'I I I I I1 i 1'll �i�.. II 1 1 I I I 0 Inch 1/16 1 L 2 3 • 4 5 6 • s l v [ [ z i : _ _._ {Si -- C C r -_ o I IIIlillllllllllllIII I I Ii'i���i��il��������I!IIII IiIIIiIIIIIlilIIII IiI IIiII IIiiIiiij IiiiIIIii�IiiiI ii���i�iI ��������1 I