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Permit 5137 - Silverview - Lot 1 New Single Family Residence
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ISNP9 BUILDING PERMIT PERMIT # / 3 Control # 87 -370 Work to be done NEW RESIDENCE Site Address 16351 53 PL S LOT 1 /SILVERVSatte # Tenant Building Use RESIDENCE Assessors Account # Property Owner L & B SYSTEMS Phone # 228 -4400 Address P.O. BOX 58605 RENTON Zip 98058 Contractor L & B SYSTEMS #LBSYSI *181e, Phone # 228 -4400 Address P.O. BOX 58605 RENTON Iflif i ip 98058 FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: Sq. Ft. S`I t—FT. Office Storage/ Warehouse Retail Other Occ. Load 2nd F1. "3rd Fl. Total Fire Protection: [] Sprinklers [] Detectors Zoning R -1 Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 120,000 Bldg. Permit Fee Receipt # /°5-S- $ 710.00 Plan Check Fee Receipt # 9291 $ 462.00 Demolition Receipt # $ Surcharges Receipt # /o.i-s- $ 3.50 Other ENERGY Receipt #/v c< $ 15.00 Other Receipt # $ TOTAL $ 1,175.50 FUR SIGN PERMIT ONLY [[ Permanent [] Temporary 0 Single Face [] Double Face [] Wall Mounted J Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS FERMI BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO YIULATE OR QC CEL THE ROVIS sNS OF •NY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION Ofd THE PERFORMANCE OF CONSTRUCTION. Signed ' ;; "�` - . Date ! " LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the ro erty, excl vel contra ing with licensed contractor's to construct the proj4LD� ct. 7d� Owner (signature) � � % Oate — CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ISNPq BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address_ P.O. BOX 58&05 RENTON Contractor L & B SYSTEMS #LBSYSI *1810 Address P.O. BOX 58605 RENTON ''JJ FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: /7 / NEW RESIDENCE 16351 53 PL S LOT 1 /SILVERV Hite RESIDENCE Assessors L & B SYSTEMS PERMIT # Control # 87 -370 enant Account # Phone # 228 -4400 ip Z 98058 Phone # 228 -4400 Zip 98058 1 S q • Ft. Office Storage/ Ware house Retail Other Occ. Load 1st Fl. 2nd Fl. 3rd F1. Total Fire Protection: J Sprinklers [] Detectors Zoning R -1 Type of Construction Special Conditions Fees sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other ENERGY Other TOTAL 1st Fi. 2nd F1. other other of Construction Receipt # i =' Y Receipt # 9291 Receipt # Receipt #��i �• �; Receipt # /o i < Receipt # $ $ $ $ 120,000 $ 710.00 $ 462.00 $ $ 3.50 $ 15.00 $ $ 1,175.50 FOR SIGN PERMIT ONLY 1 ❑ Permanent ['Temporary ❑ Single Face [❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF ABAN0ONt:U FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VIOLATE OR IC CEL, THE 1 PROVISIONS OF /p NY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION, / OR Signed _4� c /4' c- "ti`c 'l 9 Date / —1 —.174' 7 Y ,=:pi`LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect, Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not n'ended or offered for sale. ( ) 1, as owner of the property,,,am ezcl. ,vet contracting with licensed contractor's to construct the project. CONSTRUCTION OR WORK IS ',uSPENOEO OR ALL PROVISIONS OF LAWS ANU ORDINANCES DUES NOT PRESUME TO GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. Owner (signature). Date_ z;f Y4tiZit IZlaiLtkVa524Zt1, 1_' at* re wuauc:rvv.......e..,...,....x.., �..... —. y... «........,.,. . «...w...r«„N........,we....... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard vukwila;'Washinoton 98188 (206) 433 -1849 'pe of Inspection ( to Address 357 - 3 , 6 ( 1 S !questor � )41 )ecial Instructions vue. aww. w.+ �o-.... r. w....... n.✓ r�.. wue.. raa/ waay. xac. wv. wvnx .vnvw.w.r.r./an,nw.M. ».ee�..wu. max.. »'M�a'niL'1:PfM1'.stU.:{'SM�J.M! Yri�EC1.LXt:'• INSPECTION RECORD PERMIT # <4 1 Date S-3- ?,9 Date Wanted Project r�i/f(JPrUiictii 2.a / Phone # a.m. a. m. Inspection Results /Comments: ■ Date 5�S':: it. i. k': r7. �GN; Li.' i' SPrci;` ut." Fu '1;i+:,tli.'in„�1Yi.:N:w+tva,.. v!xn>.+.a:,waro...mwc•ar_ oases-.+ nrsr. rua�3a«. u>. xm: eerw, u+.., nr.. rrcn, waw.,...,....,..,.. ,.+s+«..n..r,- ...m..x.c.;+.rrut - ;'osa,rr.•ur r:4.�.n.ei^:ati'uktrzlvrt CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECT -;;,N RECORD PERMIT # / 3 7 /G35 / - 3'd(paL g. Date Date Wanted Thee4,, y _2 F -7i- a.m. Project L.) .n�rrcrt Ga f Phone # z r Wcd- Inspection Results /Comments: Si:/::" �%'i� /��/iG�li /12e,/2 Gwg Date CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433.1845 Job Address Date CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. :,( /i, /%t ;� ': ! 4�i =j'- ' ?I �!' 1 /c//)6.)2 //1 /r''7 / / �' �l; J .�„ ��:�;, .�r,> (- .,;c = /f= - c, ' L ,')f Jr / c. r' I 4 t.11. Signed Gam' �.r Building Official /Inspector alfiF`,!5?£ +Y.i.3tilZI •'AZit.ii.Y15100.,;?i4-r :LrMi.:a:eae,r1( • rr.. cvncanr... m• n.... wm..-, n..,,.. rx��x..,..• w,.+ r. w+ rr«. s. � ,.nwv.,u....awn...wo.w......... . y.. w«.. n ..u*..a.wa+.w.» ».,.w:r.ny,.w,•n CITY OF TUKWILA ':. INSPECT,N RECORD Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 PERMIT # 5-13 7 (206) 433-1849 Type of Inspection Site Address cD -3 5-1 S J` a. S. Date -2 - y� Date Wanted LJ4 -7-,:27-A a.m. Project Si (uy2r di erL,) Requestor I%orw . Lack L a r Phone # it 'c 0 Special Instructions Inspection Results /Comments: MP/ 4 /70,5 // LiJ/Ll ci -yl}L M L Shct -r}L _/ al•/ 5 Inspector �� . r.. ...� Date 7 l Osb�a�wrvro�nx�mr , =rwannww...�...... ' CITY OF TUKWILA Building Division .6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # S /,3 7 Date ro '' Type of Inspection N � c'�` 9d Date Wanted Y)(to -,ti (0-6. s' z3 p.m. Site Address Requestor Special Instructions I6, S 13 L S. Projects niu-u.,3 o / Phone # 2 7- - 54c /u0 Inspection Results /Comments: �uJ ,p .�,, �, R. ✓ a Inspector )0)11,4 14y-7 Date C// r/ CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 INSPECT //ION RECORD PERMIT # J / Date Type of Inspection Date Wanted j -Tic( eriop.m. Site Address `�, 3�� 3 ��, -7) . Project '; (,Jo,r i L_o Requestor (A8 — / et6Systets,c Phone # 4/4/00 Special Instructions Inspection Results /Comments: NLLSKI CCYS3S�it'. Gt�4:✓:di'4Y.Sn+a:rrw.ar »Ka�ree� _ ?CITY OF TUKWILA Building Division 620Q Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 �C31.:n4�uRw�Mmvw4 -�i ww.ucrr, ++, vhwrrtstl tern .w.nr+at,traatANtrubMOI+wxcVhio MnNnM:M'LnrYncW VnY,r<s�4VnM"wV,A•sbl. s^4hJh�sl,+ ?r'FM�t' "vles� INSPEC?�N RECORD z PERMIT # 57 3 7 Date 5• • t / .-g i Type of Inspection -/i4--amA Date Wanted ,s— /a. �) p.m. Site Address /6 3 s 1 373 Lr Project t Sci ivaA�, L:a Requestor L E Shone # z ..(7,,,,0 a Special Instructions Inspection Results /Comments: '("0?/ / ZIP/C-; /fi!f � 1'16?5ue) -A & 1. Inspector X7-vn-1 Date CITY OF TUKWILA Building Division. 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Permit No. 7.7 Date " 69 Job Address /4°3 CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. G ?i r,A14 x A 4 /,',57-4/1%/7../7/2-4, 6 l'. /3,424.,K / ,44: ;31. ( Cl tv, • 4575 . Al / 4//r, ,5A1(/ /i2/1'2;1-1G• /1/yr5'rl'l. • )/ ,1,),74: 5` . `.i /d ?//7/7/ %."457 X /1 j;r.' 11---/›./5 $ /r''J , / (/ � /7/A1 /5 4 . /e/vf. l 72'P / ?'%Y , - �✓ - fo 11,;v: ,/i'/,;:r;/: "it i ;,:y"(- (7)- 14.15r /::�! >l•'' .o('x 4/,//7 -3J'S' / Gc r >,•, . ,J,;!�,2•' /- /,' / -" ��,/ f/(. 2 /:jf /^ rf %%> 'f • �,., /,., i % . , . 1 76'Y i,-/ ;;Ti • /:4) ; �:.f: /: % /� +! 44/rc/ ,may ✓e � /.L;' %i rJ.v./ /G' . /5/(4' `*i Signed f Cr ,41.f / �;.?^ J` :a.JV.I r/ i:l n;' Building 0(Iic 'CITY OF TUKWILA Building Division 6200 Southcenter Boulevard 'Tukwila, Washington 98188 (206) 433 -1849 yt !+sYwn.su,w..n•ww,,.w.+wvrwsi xi .uw- .euc- v.*4•Nsxrv�f4'.:.i.v.r r. awn+ Jxvw. wr.. ww.. w.w..... «.✓+v.:vwu.+v.•o.v,.W.i war w.�t:re� t \� irm�w. ru4RttthNti�vmMC. ip' t#' J 'H�a:xfxY.tllL'dl.�;✓M.++c.'.iba v.`w•tw.Elxi! Type of Inspection fe;o i Site Address (63s-7 53 �rl• PL S . Requestor ���'.,��,�• INSPECTIQN RECORD PERMIT # 1 3 % Date (— Date Wanted Tice., —.z c-X Project Phone # • p.m. 2-2 8 - - /4/0o Special Instructions Inspection Results /Comments: f0 e o 424. v2 "'et- iC Inspector TI 61497 Date / /Of • - '.44+ • • Earth Consultants Inc. Geotechnical Engineering and Geology 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone: (206) 643-3780 / Seattle (206) 464-1584 MEMORANDUM FOOTING EXCAVATION EXAMINATION DATE FOOTINGS EXAMINED t 7=L) PROJECT NAME. ) PROJECT LOCATION' PROJECT NO E t:3L4 1 OWNER OR CONTRACTOR' (95---k- L 1 ) DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: FOOTINGS CONDITIONS OBSERVED ". /..2_. '---()-z- , p-r" -----i----cx.)--r-- ( 0 ( :4...: ... -7----.C.iiz_... NI .7,----t,... - 4.',Lk::-. (mi....) 4.1..3, -1---- (z). )."..--7---,-- —177) ---r,( 7'77 --Pc) 175-r7r,-,:•-•-• ■ ,,x:-_-,- sd-,/ c".... S. „ 1 1,..Yrer.:-..lt_' i ("`rz!., "-.--T- j./.;----ZI, 1--_-.4.7r .. . 4--7( ,-- 1 - 7 t h y 7—t:.::::.1:::.* 1 )1-. -17....,--- ;--:,.,4•.-zr....t. t \c:- REMARKS. -1--(17—A.■1■1. •A frk 1 The undersigned has examined only the footing and/or caisson excavations listed above. The results of this examination are only valid for a perlod o If any change In jJe co d tions occurs, we should be promptly notified. ----3>A-N) 1 NAME -1.YN-0.c i'�.1Ai'.K rA : i, Y9! St4tUti rgl,,,, 5?.t SiAS` reP'q*. l;.t aLw. eid VPV V-i ak: k. ljoq. ogamafaxr M,..wr,toalmanvWu...m„vu4tvmuw, pan“ .nwerwrw. rnu su.. rvr. n,.. rry ,..,.n......»axn..rro+cwnurvtt ..,rrr.„ ter CITY OF TUKWILA Juilding Division Tukwila Boulevard (206),433 -1849 c Type of Inspection 4.Deat',1) Site Address / 3_,(5-/ 5.3 /a/ So, Requestor INSPECTION RECORD. • PERMIT # 5 / 3/ Date Zi4VV F" Date Wanted 2 /i7 /eP- Project 57/ve,viPU) .4ve-" / Phone # Special Instructions Inspection Results /Comments: Inspector ,174-6 Earth Consultants Inc. 1806 -138th PLACE N.E, SLUE 101 �L�UE Wk 98006 (206) 643 — 3780 Seattle: (208) 484 — 1884 DAILY FIELD REPORT Field Rep. Time On'Site job No. Time Off Site Travel Time Miles Page of CA Dat Weather Report No. Day of Week wc� Project 4�"�,J Gen. Contractor Job L yU-r- r location (I j % —S- Si "=—_'f L . l <.,cl Veh. Hrs.On Sitei Hrs. Charged Gen. Contractor's Super. Visitors Clien, /Owner Received Unchecked By Grading Contractor Grading Foreman Checked By Date -- O ._-rr'1 1.., C1 - S.� C , �r� ni ti\ �, I IJ..~r;nc.c.t:'_r� Arm ,. 1 1 r-%r-: i.,.. ;7_.. l f`•'1 ta :--)`' --rz_, r ', C` --- ,•-'ri,^._" ^(T',,. _ r 4_ rs, t ,._..._ ,c7, 1..3,--. ""Z- a.:;..l.A r. *. ( 1'7"1 ..-T, (_ (C:t F(7- z_t r..1 ',--:., 1 ,. rr ) --t-- t-,417:--- .'- t.e- -1 —L'.., rQ.A. ( -. -- a LA, a_J , l,. ,r--- 1 (1. > r'.' ' r—t-s20 r-1 >, JK.) —re. ) I ` 7 r , , c "% �`.\"). C t✓r.z.t t✓tr -." .7._." —r-( E . —m c-:r ` - -.'ti: -1-7.) - -1T. c"--- -.-t- i 6, ,-: : 2-1 0 — h —1-13 --1-1-14.r.:._ 's.-, :.p ra-,. -t c..n ( ,L-) .. /- 1....-e.-,-. 'fir... .- tr._N lam, '' ,,--. 1 (.1`a•---"L....c._t.::- c ,. ■ r A-t A. '..'PtS% rr'.\1i ----- - Y 1 f...f.T L ,4..t 1'7". • ( >)""> }.-At I. ), *-1St tiT 1' n r= (c .,c. --- Vyczes.1 )...) I r.0 -r c r2I c- . f<o._G:r�-;.-..% v.a , -7.-x_1• ' ..i'z. lG i ••".. 'tU :15..XLl( ?r_ C_o)J(')1...)._.)C)i ' _Srr>`ik,:i. I_f/.,..)r-- --- T°�t- ter-- A-rr -':..„ . :-. , A. )' A,- „'1 t r- r••.- 1 1-3-77-1 --P'77-z.. 1 r,,l :7"-t----‘:' 11.. . • •-) t _ ("1- -./"-.. . '4'72,4) ( & >J 1 S ) '-" (. N-,, C ` ) /\ ? --SAC:. K = , -7L.L. +),\ • (i.) 'a'-1 `.. "rr `_'t .1,.",--.417. r7 , t (\C•' �'c, "v ,C\7---, r". (. . ,c,,,,..,;--) =_"./� ::),J -- "1`7-5 ----17.-: T -- ‹; -- /C 4.c v UMW k , LOOPY TO coma= ON NEXT PAGE ❑ 1 'CITY OF TUKWILA Building Division 6200 Tukwilaa,tWashingtonul98188 (206) 433 -1849 INSPECT N RECORD PERMIT # 5 / 3 7 Date 2 / /2%`gi /2' 1 °/f' Type of Inspection AC.- Date Wanted ,2/ a.m. p.m. Project V4-e vA.t) .4' 4e/ Requestor Phone # Special Instructions Site Address /(S3/ 53 `� ",,/ So� Inspection Results /Comments: ��-- �'/ + Date Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection di���'- CJa: -eP Site Address /4. S/ 53 "1,L S- Requestor W4 Special Instructions INSPECTIN RECORD PERMIT # 5r- r 3 7 Date .a-/°- Date Wanted .s !/- a.m. Project Phone # 2- 2 8 c /yov ,4x4 t o /- Inspection Results /Comments: /1 /-Q9i Inspector C/ Date // (7(P CITY OF TUKWILA Building Division 6200•Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection dos hi Site Address /35/ 53 Requestor 0.01 2oC, ? -j Special Instructions /94'e-- /°/ So /Q•rl, INSPECTt4N RECORD PERMIT # 5 /.3 7 Date ip_o/S Date Wanted ,02 Project 5,' /1/Pavc'eto Phone # -2-g----515/c9-e) 6o I ts ,C Zo 6e opt 5A--e at •2.'o0 i°.►1, g�. a.m. Inspection Results /Comments: Inspector Date ` .2-- - r Earth Consultants Inc. Geotechnical Engineers, Geologists i! Environmental Scientists October 9, 1987 1'ji1i� i,_ S 11,G, T 12 1987 i Gti'1 `. Y li'..voi.j\ Ms. Moria Carr Bradshaw p... '.� = �• (' �• - r -r� Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 1, Silver View Tukwila, Washington Dear Ms. Bradshaw: E- 3473 -1 We have been retained by the THB Colorado Corporation to provide an opinion letter to your office as required in the SEPA conditions for the above - referenced project relative to construction on Lot 1 in Silver View. We have conducted a general site visit of the property, and have also reviewed the amended report and supplemental report prepared by GeoEngineers, Inc., dated, respectively, March 30, 1987 and June 1, 1987. These reports summarize geotechnical considerations for development in Silver View and include recommen- dations for foundation preparation, site drainage, and other issues that are typically addressed as part of a geotechnical analysis. We have also reviewed the plot plan and house plans prepared by Crane Design dated May 1, 1987 and submitted by the owner of Lot 1. We understand that these plans will be submitted to the city for a Building Permit. Based upon this review, we have concluded that the geotechnical recommendations and limitations outlined in the referenced reports will be app,licable to this project, and if followed appropriately, should adequately address the construction requirements for the project. We recommend that footing drains be installed around all perimeter footings and tightlined to the storm sewer, that foundations be placed on medium dense sand found five and one -half feet below the surface or on structural fill and that all cuts be made in accordance with the referenced report recommen- dations. In order to verify that the site conditions are as anticipated in the referenced geotechnical reports, we recommend that Earth Consultants, Inc. (ECI) examine the site and footing excavations prior to placement of foundations. 1805 • 136th Place N.E., Suite 101, Bellevue, Washington 98005 222 E. 26th Street, Suite 103. P.O. Box 111744, Tacoma, Washington 98411.9998 Bellevue (206) 643.3780 Seattle (206) 464.1584 Tacoma (206) 272.6608 City of Tukwila Planning Department October 9, 1987 E- 3743 -1 Page 2 Our review recommendations and conclusions are professional opinions derived in accordance with current standards of practice. No warranty is expressed or implied. Respectfully submitted, EARTI C NSULTANTS, INC. Robert S. Levinson, P. E. President SB /RSL /kml Earth Consultants, Inc, SILVERVIEW LOT 1 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER s-7.3 '7 1. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 2. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 3. All mechanical work to be under separate permit. 4. All permits to be posted at job site prior to start of any construction. 5. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 6. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition). 8. Site and footing excavations to be inspected and approved by soils engineer prior to placement of concrete. One copy of soil engineer's report documenting site findings and approval for placement of concrete shall be left on site for building inspector's use and one copy forwarded to Tukwila Building Division for file. In addition, an inspection by soils engineer will be required after foundation has been constructed, but prior to backfilling, to ensure installation of footing drains and their tight -line connection to the storm drain as described in Earth Consultants, Inc. letter E- 3473 -1 dated October 9, 1987. Two copies of this report shall be forwarded to the Building Department prior to the start of any framing on this house. Footings will he excavated into undisturbed eirth unless soils investigation is provided per Section 2907 (a) and Table 29 -A, 19W Uniform Building Code. • Fot.ind.ttion width and thickness requirements shall be in accordance with Table 29 -A, 1985 Uniform Building Code, shown below. Each floor containing the load of a stud wall is considered a story. TABLE NO. 29•A-FOUNDATIONS FOR STUD BEARING WALLS - MINIMUM REQUIREMENTS NUMBER OF STORIES THICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING (Inches) THICKNESS OF FOOTING (Inches) DEPTH OF FOUNDATION BELOW NATURAL SURFACE OF GROUND UNIT AND ESN CONCRETE MASONRY (Inches) 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 Stepped footings and walls shall be tied one level to another with continuous rebar. Rebar shall be accurately placed, supported, secured against displacement, and cleaned prior to calling for inspection. Rebar at the time concrete is placed shall be free from mud, oil, frost, or any other materials that adversely affect bonding. Concrete will not he placed on frozen ground and shall be protected during freezing or near freezing weather per Section 2605 (f), 1916, Uniform Building Code. Stub steel is required when placing footings and walls separately. It shall be placed 12" from corners then 36" 0.c. and will protrude 16" above footing. All wood forms which have been used in placing concrete shall be removed before a building is occupied. Pressure treated or foundation grade cleats will be the only acceptable wood member left between footing and foundation wall. Unless an approval design is provided, foundations for masonry and concrete fireplaces shall contain reinforcing steel, be not less than 12" thick, and extend not less than 6" outside the fireplace wall. All foundation walls and footings will contain rebar as shown below. Footings will always have a minimum of two 114 rebar continuous. ger • 1-I17 '71 I " 2 ft. or less wall requires one horizontal 114 bar continuous. 2 to 3 ft. wall needs two 114 horizontal bars approximately every 15 inches from top of footing. 6 inch walls ovcr.3 ft. high must be designed and submitted for approval. 3 rt. or less wall requires one horizontal 44 continuous. 3 to 5 ft. wall needs two 84 horizontal bars approximately every 25 inches from top of footing. 3 inch walls over 5 ft. high be designed and submitted for approval. 5 ft. or less wall requires one horizontal 114 continuous. 5 to 8 ft. .;all needs two 44 horizontal bars approximately every 40 inches from top of footing. 10 inch walls over 8 ft. high must be designed and submitted for approval. At et it rt assolvei fliA La, r1/j!?*; rrr� 4 w Ilili 1 it I * ,2 • t'it1:OGS8B9b93! to Li+ FL080b£Lt'TL , t Wd6£:£ . LA -£Z -6 3N 1 Sf W.fldWOa : AH 1N38 4 f +r C.r +Srl i T LO41D I NG 000 0 O &ON41 CO Mr)P V N mNN I I ..1 .. ZxIL w.. ti V V I. 0 1 1 1 1 1 1 1 r 0 0 0 0 . . I V• .NM t I24ei 0 0 0 W p r 3 3 3 3 W ys.♦ Om0 0w•, ¢ S IC lik,J4. O.iEWI� cello • A i ddd b 11. a 4.: 000 Y J00 gi `4a loo�IA w II • �o u J♦..mm0�1 Yl O Yl Y1 1.2 1 1 1 1' I 1 1 Q.,.. G.+Q r W• 00 • .;J • U .4 l l I 4 J`I� h 3.• r I. J Ls. WU. .r ..•4 333 uuu a'. u. u. 0 W (n • fn (.3 0 z w a 3d) 0 z 0 Cr C7 i 2 u. W 0-- • • LL 0 u. W • O J co Q � N W <A O W m W Z 0. I ' >C ID i0 N it u. N M N OR AS NOTED ON DESIGN U. O CO u. O 0) 0) 4- W O O ti O an N u. O O N WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. G CC W = N) U C 5 a. 0 4a 121 11 sk 11; 444444. aba • • . ., .... 0 • , 9 ofte M4�. • •r • h 2 Q 2 W V a O t 2 2 2 M t aa J cc 2 0 qm 0 osa .13 M M Y M M N rg ...... NNNN . "0M Z.N N 44 h W's •0*0 i s ■ 1 1 1 1 IN • 011 .. » .. 0 0 M 0 t ;a ,9• 2 • BSig sliggg i■ gi O 2 CI N p G N 4 5 4- 0 5 2 0 1 s 1 1= i It i I tri a I I it, I }it z! p d St 11 1111 ell 72 1; oh III #"4 it A 16 1/1 a !a" iliV21 4414411111111/11441 may: ttt777 1w N R •ill • ^.N. A w u .•w0rIan'aa row wwwwww V l• ova 44 41o1o4WW401010 ••1.4.11• 4• Pm/9001Na 33:3+1 ;22 n•• www n1010 v zI . M .241 eoIS 2a; .04W0100 •4V 1 ■ • 40,10 •.• z 8 A •• w IA nD g6 0 Za ■W 4s 40 *WO • 1 1 doh 44.44• 4 1 2, 740 l wwww • t• •• •PP' eli 1. — A 2 N vu !pi; 0.411 M •4 W . 7 gq 1 � M �o 0. a 0 o in r• 4 II - N Ia 44th — .Z 1 • • • • Eg -N� 0) sold 4. AL 7 • Y '2 S V so J M M v oM W 3 U 0 3 3 sY 3 8 0 0 % tia Y F• o_ 0 • A Nn v 4 N h n 4 N 00 °O . NN NN 00 • .4v 4 4 • a u 0 O • N e r 00 • i0 • • A d O 0 s W • a General Note., uNess c 4Iw $e noted: . . $ $ 11INIMM 2zi -14501 MSR WED ;) 1. Design w support Baas as Shown. All lateral tact resisting HIP 01 ONLY: (8'-0" SMACK FROtt I� WALL) elements such as temporary and permanent batutp to De ti=4•4„, _.7 . designed and provided M Ohara Two COMPLETE TRUSSES REQUIRED. JOIN $A 2. Design asstunes m. lop and bottom enacts to t» laterally �� Jr .. WITH 16d NAILS STAGGERED AT -f. �� �11p' d.c.a a13*- 0 o.c. and al 12 • - o- ac r.spechvuy. 12 "o.c. MOM -HOVI SOP CHORD. !BOTTOM ! 3. Farecanm. roetlOracirgOns .ts,s.s"&aonpW0od7russss. ` © CORD. AND WED M MFRS. �� + i �i j BWT - 76' pry t+t. Truss Plate Institute_ 7.7" u t.% .i r�► /1 4. Mut conbnuous toast web paong where shovel •. 5. Impact bridging a laurel bracing recommended where . HIP 12 a 93: SINGLE 1 U TRUSS likattw. � shown ••pxu AS SHOWN. SPACE AT 24"o .c. .� //Mx ill's 6. Installation et truss t the tespawDmty ot Be respective i1- :. - ii `` 111 1.E LI''''''-l- f r . o-7z7. a contractor. 1�r11; }ii'r v E_ sit: :_ Lif i 2C. WEDGE „_ - - 7. Design assumes bustles are to be used in a dial- Cenrosrve - ••:: -h 1: F (: I, environment and are for 4'y COndUOn- of tract. f l: ;r v t:., • Design assumes full Dearing at d s shown Scum a Jr'.v r.? --- - • ... ALTERNATE STUD CONDITION wedge f Mumes fi suppon F.O. LLl.1!a _ t��1:11i tIf • a ► 5" STUD 9. Design assumes adequate drainages provided. ilit4:, ViDa ..1vt WA nt:�tIZ - 10. Plans stun be located on both faces of truss and placed so Iteir mkt( tyros coincide with Ore confer lines. 24" 24" • D.g - 11. s indicate size of plate in inches. ' 2z4 VERTICAL WITM • 12. For basic design values 0t the Comprtrus Pate. indicated Dy C- 1.5a2.6 PL. • IP 13 the podia -C .see I.C.B.O. RR es211 \,., •' -0" SETIACK 13. The Compdrus Net Section Pate is irdi aled by the prefix •'CN% the designator (10) indicates 19 w mal.riat is used Act NIP 02 OUP 01) others are 20 qa Q- - �, + C- 2.5z4.3 \ ` � C -4z7.7 A L T E R 1 i * T E 4' -11' STUD i • TRUSS SPAN t7'' •t "1.15 LOAD DURATION INCREASE ni __ "" _ �� PLATES ARE SHOW IN (]. �. LOADING r -: - k • DL ON TOP CHORD re 78.• PLF '(C -4x6) DL ON •OTTDm DCIRD s 25.2 PLF 12 6 TOTAL LOAD s 1.3.• PLF 4.1 :. TOP CHORD •� C- 1.5z2.6 `4;Z:1 - �, • TC UN1F LL•Dls 117.• PLF 7 4.:"; 1! 7.• VERT / / �� TC CONC LL•DLs 838.9 LDS 4.8' • // i - TC CONC LL +DLs , i30 -�LiS • 19' 7.•' /Vets- PL) 1'12 2 PIDNIER FORCES -" . , _ f T is -•6979 9 is %54261 -M11o; •':'1;51= . • �i 1L� ( T ,. -5654 D.*- r39:it`fi r? 1' 1*% - _ - - --- - .- -- - T 3. --498• - 8 ifs /5li4 "H 3s - -1352 - , e. 't- 5z7.7(fTL)_ _- C- h7.7 -.- ..._._ 1 (C- 1.5:2.6) C -4x7.7 T i� -3966 • is ;e54 $ i1 is f., 88 (C- 4:9.4) 1 - T 5. -498• I . _ p $J -3 T7. -�� �' ` 13 -0 T 7s -%979 i . 1.--- ,..__M 7s__�1294 tiTlllLTiICJi ABOUT CE1tIERLIItt © 27' -0" OVERALL SPAT[ REACTIONS o p `+ ail s =1i9) 711■INNIMMIENINI - . FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO.:am-27'447 CHORD - - - SIZE 2400F 2250 F 2100F 1950F 1600 F 1650F 1450 F SS DF NI DF 02 DF SS HF NI HF DATE: 1131105 - • 2x4 2 REF.: Te1-15 DES. BY: is TOP CHORD ' SEO.- w- slat • BOTTOM CHORD 2x4 x WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. UNLESS NOTED ON DESIGN Ell •o• ih �.. r ...'�� Odd „ h • .0 Ps !; 1 4 to in 2883 r. gage • 7,1 N 000 11 11 0• 0•0 • 6 322223212 8 000020WMOW O wnwqr.w • • In 14—comical r s '4A4A1A4A . .. - .: ,• • i •, . , .. 6 .. ____ ,,,,,_•___,, et: 1 mi A 1 • 4 a. . 0 A--- ""ii 1 . 7 fo • ...........d „CZ2 i . • ;•• 44 ii I . 1 J .......„, „: i .7, 3 . • , , ....,,, .. 1 rii. S •I ' Li : ii • I:14 .ii:—:: (.1/4.: .3 stri.J71 IL; lc 0--- n... . . o 101•1 g • II I it 1 . s -6 N "" 1 .ti. 01;01 .....i. rf...„ 74 1., VI 1!$1 ilg )7.!!? 11111 4 ihtlirg vi iiA ' 4.qo • 0 f, .4■71.7 4'122 Lftta•t • 511.1V: 0 •41%. so 1. • of iRR ; ';•11. 61 LI • 14.. 633 0ULI 1-66 1 • 1. • u. 0 1. 1 r2 HEM - FIR OR AS NOTED ON DESIGN 0 6 L1. ir* 0) ••• o° Fv. LX a 2 x La 0 O 0 0 0 cc 2 2 0 Mw ON / U) cc 0 a. 0 o- BOTTOM CHORD] 2m 4' 2 41!, LiJ 41) J £T11:00538ab902 4-1.086b£:.bTL 44612 :E 1.8 -£Z-6 .; ONI 1: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 ? (206) 433-1800 Gary L. VanDusen, Mayor TO: FROM: DATE: SUBJECT: MEMORANDUM 1 - ?0-310: 1' ,v-owitto Wt 1 sxcul,De (Di 5, Ptrrili-& Cxyd /1 a wr Fee l vat- 'c C.aietti JAri01, 0 t tIc1 J uo ttakif11U .0OLia aboi iA4ti. 055[ 6 x 46,0 - 41) /2L-1,0a2 1066 lu,b4 = ►I1 ,282 T© ualoctfigi 135,5a,4 6.1ctc, , Pum th Fee "2(?, c;_< an, auk, P.6c. c(q (c &AA emilea, TotccL j 11Q-)5, 50 (10 /T2.MEMO) r • CITY OF TUKWILA Building Division 6200 Southtenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BU( DING PERMIT APPLICT ,TION Control # ,22 -370 PLAT OF SILVE . VIE4J - Lot 1 Site Address Project Name /Tenant Valuation of Construction $120,000 Property Owner L & 8 Systems, Inc. Assessors Account# Suite# Floor# Address P. 0. Box 58605, Renton, WA Phone 228 -4400 Applicant Address L & B Systems, Inc. Architect /Engineer Crane Design Address Contractor 10803 XPri t W .ng1 Py L & 13 Systems, Inc. Rd., r hi tP 200, Kent, WA Phone Phone Zip 98058 Zi p 859 -2951 License# LBSYSI*181D4 Zip 98031 Phone 228-4400 Address P. 0. Box 58605, Renton, WA Zip 98058 Class of Work: E New 0 Addition 0 Tenant Improvement 0 Remodel (residential) ci Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Construct new house ype of Const. (UBC) Occ. Group (UBC) house Square footage of entire building •= garage Square footage of tenant space - 'tfuflding Use residential Will there be a change of use? ❑ Yes © No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous material3,on the premise or area of construction? ❑ Yes [''No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) (print name) Contact Person (please print) (/i RIl/ L.,oGk4RP Date e ? - e'7 Phone 2.2-81' 4440 FEES: Building Permit Fee Plan Check Fee Bldg Code Sur Charge Energy Sur Charge* Other *New construction only OFFICE USE ONLY (000/322.100) $ (000/345.830) (000/386.904) (000/386.907) TOTAL 7 (0.6'z Receipt# /O 5-5 Date Paid /-y -i; 4&c).c O Receipt# 9*?, Date Paid 7/0 4.50 Receipt# /0.5-1- Date Paid ,_€: /- S'y / 5-. ov Receipt# in s Date Paid /..y _1 Y Receipt# Date Paid 7 5.5-o (OWES: $ 72Z SO ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- �'� UGC OCC FLOOR USE Occ T Ss.FT. SAD USE Occ T 'e Su.FT. LOAD. USE /Occ Tvp= Buildin': SOFT OCC (0AD TOTAL SQ.FT. TOTAL BCC. TOTAL TRACKING COMMENT BLDG FIRE D G FI�)p, EP 'z rfp g30 0-5 "ce' PLNG PWD /0fr /I provp � U or ance (�t 'e' Ct54-Es To ahan: Date A oved: ype 0 onst. Approved (Initials ),/,r. --V- ,Per letter dated Fire Protection: ❑ Sprinklers Detectors 7rA3 ApprovedJInitials) L / /1' I1 ❑BAR ■L'N' U 'A 1 1 ON Zoning Se bac s: IN l�� S ¢� E iO W 10 Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Approved (Initials) Per letter /plans dated t Lwie i' � ;iq (-n v Q-X 6/-57 Cows: off. WO r N p2 (�� 12 417-e. trr2'`ND� wj 5! u 4t pLATt At t= K> r1' J Yll� %.:'{ inj.� •`gip+. . . .1 (�I 'Roll 6114 vAIL WEr t3A,2 i'vA 10M L✓4 L.5 To BE �i.6„f ; y f'e _7p E 4e ■C>.".1 l CITY, O TUKWILA 'APPROVED DEC 61987 ; flOIT O • 4X en gr Ali leas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet re The Original Work. Prcxttict Ott:M(10 BY, And Are The Property Of Cr8i1 Design. and Uip.of Thia,Said Work Product is limited To A Specitied Protect Of.The pu heser, and For The Construction Of One Building, Any Use, Reuse or Disclo oroOI, Seid Plans, Reproductions, ideas, Designs And/Or Arr emer:ts Other Than crane Design tB Striciiy Prohibited By Law Without The wtitten Permit:teen of Cearaf mriamaairermarsw siY'<<t T.J. .'� t':, u•a..:^<' • iJ : ALL. 1-1 IDs -!"c y F3E C 811 i� uLE 11-IE is 1 , mbedroor / 4vMiL AT- • bedroom 3 AS O I E -j -20 -2j1 4211 ruDse it Qc Drawn By: e 2/0 ZY4' p1A.7E 1 0 All Ideas, Designs. Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product 01.Owned By. And Are The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchas;.r, and For The Construction Of One Building, Any Use Reuse' or Disclosure Of Said Plans, Reproductions. Ideas. Designs And/Or Arrangements Other Than Crane Design is Strictly Prohibited By Law Without The Written Permission of Crane Design: "7.':ti- '[. �'.5 °C4?".�'i F^KSYq#�!i'C;F'? ^a,N T3Y%;�X� 9YiyFFiF= S�XC:/'.4�f :.iR.T. TL:.' �'� •,.�,�.y�y`i'G� .,X(.',5� +�;JJ�a.S'4!�' *.. t:q ac NQ o 03 t cU ac 0.�p o: (i) o a. z�zE • • •' (,zi2 "ice Seis. lie. zone✓ CITY OT. TUICWILA APPROVED C C C 61987 NUIE BUILDING DIVISION Drawn By: All ideas, Designs. Arrangements: Dra itngs and Plans Set Forth On This Sheet Are ,The inal Work, Product Of, Owned By, And Are g Ig' The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building. Any Use, Reuse or Disclosure Of Said Plans, Reproductions. Ideas, Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permissionaf CraneDeslgn... wrmorr ommwrwii yam ormare f5 3 e`e�mwi. 4 and Use Of This nSaArrangements, ork Produi�t le LLire Red To A Specified Project Of The Purchase and �For The Construction Of O. a Building, Ara pie e, Reuse Or L> r. Said Plans, Reproductions, tdeEa Designs And/Or Agra ' . 1'as nQemenis Other Than Crane Design Is 3triCtiy Prohibited By Levi Without The Written Ptarmisslos►flf rretle S7eell y <°�. � � .t''f..:t.�r =°w� "r '.:. �: 3s:: i::... cwr :u.�.+w.•- L,...- .y_i'.:.,:y,.x! . ,., � w.:.. • ..��,; "o N ft Ti-VSs.te.6' c.`id c .c. Zrb" Fit.L.Leg5s e Z4 ( 04, EC 1519 C) c IL 2X 2/c j2� IZAFTE e 2411c), , 6x la1'i`i. a m co 0 c N co c"> co O c. _ C LO Q a3 .— (/) Y CITYer, APPROVED DEC161987 ht, LL Kill DING DIVISION Date 12.2 °7 Sheet , he Contractor Shall Check and Verify All Dimensions. — REMED env OF . DEC 1 5 1987 All Ideas, Designs, Arrangements, Draw;ngs and Plans Set Forth On This Sheet Are The Original wort. Product Of Owned By. And Are The Property af Crane Design, and'Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building, Any Use Reuse or Disclosure Of • Said Plans. Reproductions. Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permrssion of Crane Design. �.r w!ve�tx�t- a�x�Y�tpea r 7i `r 1 lAktOPIN '1 r s: 1.0'0 qv etr.tto A45 C5-0 4•G. crIJt :gip;.. c / 1I1 624c4 L. - PlL.t.-• 2 • i,t(QE,Gt;,t✓1 ----7 64.1y. 2--*4 <1Jtir. to e --20( RIM isr s�- e P.Tr lug I • 4 t� EJ i O 1r Ix: � • .. �t1 _ H i. � , . ::too 'fir time 3.4* A15,..,5 t> )46s1g6.1 , A, tJ l�} t-�il t7lX 1✓ . of YCi il~, J ..•t iEJ 1ZP . _ • f ce .._ .�_/44,'to 13,5 �� E • • fai (rl • 4.. G�. 1"1tj ter{ Mori> weiNfi ;e ; nj • r -IT i iJ ZO • •; • t ' • • ,s 1.. Ftf 611. PEV- PLAI1' 'fi. 11' -- - -lx() 5suKbet PG131_ • 1 c' Fr1-T 1/1d de )(obi' t>etTi pia - Gdlic.PIZ- -I - Amp, vFSG ue-el.l, tO • aI' *WOW. !! WKOWPAmee .It • ,ar zr tt err Y'lUb lt- 17 1% i via- ,e(.5@ Std' b.G Ile 4G -5L, ,ty 4j1 U�2A• 1 ru.i -sS •11J 2- f*4 R e, -r ra M. ;ILIPALIre. *a it.. 1rt%11 :oleic: ±: t x, 2. ,,crrr14Itr 1-11 % -nc.l.J • 04%t`�! r��c) Cn t�zr' (*A1 > &-r if) ';£A Pt sE-r i••lW E� y L• e 11 k411" 4,1 `1J,13 dj, Vt ilL., TiPiel l /.lam Z IP '1.4114 LL- • F i 4+f e y LA lid/.4fOCIEP S.Hf%. crxPly c /ed 'cog w4 1 *I •awe PEP PtG'P ..• • a., -41 pole, FL,A• i • ` i-- The.Contractor Shall•Chece. and Verit -All Oemendons. -- %Y 2s cam! `,,IIC»$ t .64t•rnee• Psi-. Tor' PLare ∎:iaPrliaU_ 0(6,0 to '. Ida .ae i � ter,- 'us %.(fv. fry isl 1 . P1252- P1111.3 rZ. lac ft d G 4 �`. G.C.• . ' � I Cd (3� 1 vi v.8 M ALA r2Jafvf u4.10 outy Low SaLlh5 � Pea- lieC- '11 2><i Ex elm - .� =?'�' tV'f;1 t'oif..ro ciikCK :ANO VERifY f:t;t: DIMENSIONS' '`N1Q , CAL R Mtti ..- • : USE OINENS ON5. -,• NSTRUCTIOM 1o'•`CoNFORi TO THE' LATEST SOLT`ION••OF'`TME.UBC. :, CT RAL NOTE-5;• i "; DESYCN' .LUAOS :` a. Roof`�ttve :bad 25 ps;f (jotai goad •+0 psf) .b. Floor Live3oad 40 psf (Total Load 65 psf) i, c..,56i'smic Zone `,3.. ,d. e010d toad 20..psf e. SOi1 Bearing Capacity 2000 psf Assumed FOUNOATIONs 'a. Assumed Max 1Sdiii Bearing Capacity 2000.0sf Undisturbec cwt. E .b. Pouf; Foundations Only On Undisturbea Soil. c Under Floor Slabs Compact Fill to 95% MND 3 CONCRETE • f a. Foundati'Qns: and: ' floor slab concrete shall be f' c -'o :75 `(2300 psi)''1,'87•5 ps,ie ldax'imum water to cement ratio 5- 1 /2 :sac1c3 of, dement' er • cubic • p yard pf conc rete and 6-•L4; gallon& water' per 94e10. sack o,f cement- 2500 psi assumed co- , ne presive strength. -at 28days. b. Hiiimum coverage of steel; 3" bottom, 2 sides, 1 -1/2• walls. 4. REINFQRCING STEEL a. All reinforcing steel shall be deformed, intermediate grade, billet steel- ASIA A615 -72 Grade 40; new, clean and, free of dirt. b. Splices, where located and approves shall be a minimum of '12•,inches diameter or 30 bar diarienters. c. All reinforcing shall be tightly ttea and supported during construction. a. - leaded wire mesh shall be ASTN -4185 5: WOOD a.Per UBC Sep. 2504 b. Joists and rafters, 2' Nominal HF No.2 x0, Fb -1150 psf for repetitive use. c. Beams, Headers and Lintels; 4" Nominal, OF No. 2, Fb -:250 psi. 6" Nominal, OF No. 1, Fb- 1250psi• d. Studs 2x4 or 2x6 HF Stud Grade 03 725 osi for repetitve use. e. Glu- Lam Beams 20F (Fb -2000 psi) ore4F (Fb -2400 UBC -25 -10 f. See Plans for plywood. DSi) 6. .STRUCTURAL STEEL Ail structural steel shall be ASTM A36; new, clean and 'free of rust. 7.STRUCTURAL FRAMING e. a. Framing to be,;in- °compliance with UBC e_. 1702 b.' Pro'v'ide „nailing in accordance with USC Scnedule 25 •Q c. Provide solid blocking at joist suoa..r :s and bearing partitions. d.Aerividee brielgingrat mid, -span of all scans aver 8 feet. e• .Use approved joist hangers whe a reau :eo. „• f. Roof trusses; Sizes to be veeifiee, ae:aeled and faaricated by„ tress, ` manufacturer. Installation and• bridging, shall be`per manafactures specifications ar•.c instructions.` 8. STUD WALLS 16" D.C. e P C 1702. at 16 0 , .. J8 1 a 2x6 s tuds a p a. ::Use 2 x or 2 b. "'Double top plates shall have ena join.: staggered not ,1esse :than 4 feet. c :'A11 sill plates-on concrete founeattens to be pressure treated. .9... ROOF INC a. Apply roofing b. Provide'attic plans. in accordance faith UEC .e.. 3203.• ventilation as Ine_ atte an roof framing Ate NO :ne ft ',for • -... Cta>i+l gpages vetnti�leatioi�• eteinEmun► k egetw 1 sq, each_ ".150 :sU rt.`` "oC ^' floor a.r a Qa n, gy _to be' placep'.as 'close to•the comers 3s: praci'le arid shai;l prbvide cross ventilation an at• least; two oaposite 3idea UBC 'See 25160, 2 : CxawIzpace, uno ct tistruad;°access, "din lsee a Seceeied2, 3. •Attie ventilation, 1/150 ef, 'attic .area or 1/300 •if 1/2 is iri soffit and 1/4; is 3' above plate line dic:,Sec'il206c'.` • 4 Attiic access m i+r. 22 "x" }0 "•,Kith min: t5O headroom, unat7- it=ucted, `eadi'ly acces5ibie opening. 'See.3205a UBC In rooms not, provided'•xith an .operable wtndoq of 1 5''sq. .tt, or greater•, a mechanical :ventilation'gystern, capable providing `5 •a•ir changes`per :hour. -shall be provided. Sec:.1205 UBC. fe' 6. Vent dryer, bath "'fans, and ranges/ovens to the outside.' 7. Garage pad house - .ocpupancy. separation min. .1 hr. °taped -and ee eenished.,Section 303.c.4' and 'taale SseS, UBC. Garage and basement supports s Co . be 1'hr.:; PP 8 Tile s ower.ahall be 6' above finish floor with Miter r"eistan.t backing. 9. Egress is every "sleeping room shall have a.arininium net, clear opening of 3.7 sq. ft • The min net . clear opening .' height.dimension shall be 24" min,, net clear opening width'diminsion of 20 ". Bottom of opening to be not more than 44" above floor: 10.Fireplace code compliance per UEC Chapter 37, and local building- dept . `: i1.Hearth extensio`nr; Hearth shall extend at at 16" from ?' thefront of, and at least 8 " beyond ,each . side ofthe,fire- '' place openi�r)g• Where the fireplace opening: is 6 sq.: ft. or larger, `the y hearth extension shall extend at least 20" in front of, and at least 12" beyond, each sede'of the ' of the fireplace opening. . 12.Appiication and installation of insulation and vapor barriers shall Comply with the 1986 State of Washington `Energy Code. 13. Glazing in compiianee with,Sec...5406, UBC, UBC Standard No. 54-2 and Washington State 'Safety Glass. Law. •Exceptions 'Exceptions are as outlined in Sec. 5406, UBC. 14. Glazing' in locations` subject to human impact such as glass . on doors, glazing within 12" 'on either side of ,a door opening, glazing closer than l8" to a,floor,,.shower doors, and tub enclosures shall be wire 'reinforced, tempered glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass doors to be safety glazing,'laninated, or tempered glass. 16. Shower enclosures shall be approved wire 'reinforced, 'tempered or laminated safety glass or shatter resistant plastic. Sec, 5406 UBC 17. Glazing within 18 "of floor and 'snail' comply with impact loads 'UBC Stenddard 54A. greater than in least dimension See plans. %Sec.. 5406 and 18. All exterior wallgleelhg shall be double; glazed and comply with the 1986 Washington State Energy ,Code. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL `CHARACTER- ISTICS OF THE, SOIL, OR DOES 'THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA .SUPPLIED SY OTHERS. . thehattached drawings, hoireverf to of g responsibility of •the, contractor to check and verify all dimensions., The .attached ,plans are the property 'of crane Design, Inc. .Any: reproduction..of.the plans will'• violate copyright' laws.,The_holder of the drawings' must ipa`y . a' .fee 'for the use of the material therino `'be subject to legal action by Crane Oesign Inc The purchasereof the plans allowed to . build one structure`? per "set - of plans purchased and will' be rerjui. ed to ;ay .additional fees if more than one house is:,.constructed /r may 'have "a letter of Qermirsiori from,Ceane: Design inP. ENERGY NOTES !ER 1986 . WASHING ON STATE ,ENERGY 'CODE Provide and mininumeadded insulation level 'of- R-38 Ceifings Yith electric resistance Heat R =30 Ceilings with" gas heat R -30 Vaulted �eiiings R -19 daI"i's; R`19 Floors over unheated spaces... R2:8 At slab 'perimeter, installed •horiz'ontaliy• 24" ' under 'slap, when conc :e :e floors are within 12" of grade. All glazing shall be:dual. glazing . and 'sq. "ft.`.of glazing 'shall not exceed `.21:•af gross floor area, Ail,openings and_joints,in exter..or.walls shall be sealed,: caulked or weetheTst ipped'at limit air` leakage. An approved Vapo 'barrior'she ' else properly installed in goof, in :enciosed rafter spaces, ".formed where ceilings , are applied' directly',' to the underside of • :roofrafters, aiso in extertor,'walis•. ,, Install 4 e ll visqueen ground and extended eio. to 'foundation wall •spaces) ` lapped:. 1' -0" at joints.- (required "at all crawl r n ` .i . an 1 259b o dew �• ed th H�AC equipment. `shall be sized . a.,g.eat. - 9 ran stats lcad,and =an►inimum rated out -ut of 7551.' The. o controlling "heat suaply to ,sore than one 'room shall have a night setback. Fireplaces shall bepro v i,ded a. 'Tightly:ifitting' f1::'e .damce s ;, b. readily ac esible manual o auto contro Showers, shall ".have. a floe 'con.t.oi device stairelaik max of 3 9Pm par shoe Teheae.ee , Water heaters are required to feet ASHRAE 90 V 15 19 AIt Ideas, Designs, Arrangements Drawings end Plans Set Forth On This Sheet Are Tina Oregrnai Wark.Prode4c( Of Owned i* And Are_The Ptopeity atChtreeDes'gn Use Of This Said Work Product is Limited Ta A S' a dried Pro•ect C►1 The Purchaser: and For The Constrvctwn Of tine,Bittiding; Any Use Rea'se.er Descfosure 01 BndUs O � i .. . Said Plans, Reproductions, Ideas, Designs And/Or Arrar;lements Other Than Crane Design is StrtctIvProtatxtedSy Law Wft out The Wr ;ten Pgr n>+sstoi5 of Coat, Design; LL • lee a c7" Log /2/ (-!.47,4 4. /2/' INF r- 949.& )c/0" 136-e E . tv ' •1 • r /(_/- c;;;" R..tvi irt/ 4.c., -464. Cciez■ gE.-: -5/8" ,/-e" 'X --71 :V& 7,74p6, ... 1. 0 •7"ge,1 \ K. g K %69 "g7-6 i ...- Q 1 --. p e„....--- 4. C2.0 ,.."‹, , 4 8 ----1---4. k 4 1 .,z 4 V .Z... ,'-'i Z. L. : wA rr-i " Lc/.0 k3 -- r------,,,..a 3 -To ,cz_o .Doc.),e. r(1/1c) N 6,</z' 6 10'- 0 Z" 5"01 CITY OF TUViLA APPROVED FEB 111988 . _ AS NOTED •0 Cr r CD C Ct C7.) ; LO co 0) c cr) CI 4) 0 0 < 0 CV , CO "a' in " BUILDING DIVISION , LL'- " 1 $ 4 NQ) 9° 0 D 4 .e./a,, 5A1 /2 • 2..,/m clO C,-'D RECE.tVED CITY OF TUKWIIA FEB 8 1988 nuitmiNe DEpr. 321-O" —The Contractor Shall Check and Verify All Dimensions. All Ideas, Designs. Arrangements; Drawings and Plans Set Forth On This Sheet Are The4Original Work; Product Of. Owned B And Are The properly of Crane DesigP., and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser. and For The Construction 01 One Building. Any Use Reuseor Disclosure Of ,Said Plans. Reproductions Ideas Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane beSign. 40 • ana�osrtxcaac €�matradzst+r��uzzu•.+asa= ti Fi?ns�i '�f Fig /2, -s.+. .r/ea,.�?ti. +- rw"vcc�.`",+rv0 1111 NEIL 1411111 I !!;P!IP f• t) cr c gip, ' co ' ft1 03 4 O 0 co 0 5 N O .- U3 Y N acid L/evE CITY OF tJKWil,«,: APPROVE FEB 1' :1888 AS ►,i i tj TAbrG , PVISION Drawn By:: Date 4, 0`' / Q•• 4'- .. /0 -O.. -- -The Contractor Shall Check and Very All Dimensions.— g -. - or. All ideas. Designs, Arran emen,y, Orawin 9 sand Plans Set Forth On This Sheet Are The Ori g tnal Work Product Of Owned By, And Are a T he Property of Crane Design. and Use CI This Said Work Product Is Limited To A Specified Project Of The Purchaser. and For The Construction Ot One Building, Any Use Reuse or Disclosure Of Said Plans, Reproductions, Ideas, Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. %f!'l.C. - -..p, n .•lam Y�`'�n. /. 1 080587 CITY OF- TUK(WILA APPROVED FEB 1 119$8 AS NOTED BUILDING DIVISION SAS -The Contractor Shall Check and Verify All Dimensions. — All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned Sy, And Are The Property of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Proiect Of The Purchaser, and For Tho Construction Of One Building, Any Use Reuse or Disclosure Of Said Plans, Reproductions, Ideas, Designs And/Or Arrangements Ott-°r Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. A '! m C er�p, C Y rz)p cm 5 co 0 G) 0 "S W 0 CD Drawn By: —The Contractor Shag Check and Verify All Dimensions. - AU Ideas, Designs, Arrangements, Drawings and Pans Set Forth On This Sheet Are The Original Work, Product Of Owned By And Are The Property of Crane Design; and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building, Any Use Reuse or Disclosure Of Said Tans, Reproductions, Ideas, Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. iA.5L,:..4 u f 4- 7r, ",),i"c