Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 5138 - Silverview - Lot 2 New Single Family Residence
CITY OF TUKWILA (r Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /84? BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address NEW RESIDENCE - SILVERVIEW 16371 53 PL S LOT 2 RESIDENCE L & B SYSTEMS, INC. 2.0 ROX 58605 PERMIT # Control # 87 -387 Suite # Tenant Assessors Account # Phone # 228 -44-00 RENTON Zip 98058 #LBSYSI *18104 Phony # 228 -4400 ¢ 980b8 . BIX 860 FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: Sq. • S Ft. Office WStareorage/ ho use Retail Other � Occ. Load 1st F1. 2nd F1. 3rd F1. Total Fire Protection: [] Sprinklers ❑ Detectors Zoning R -1 Type of Construction Special Conditions sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other ENERGY Other TOTAL 1st Fl. $ 2nd F1. $ other $ other $ of Construction $ 131,810 Receipt # /05C $ Receipt # , $ Receipt # $ Receipt # $ Receipt # $ Receipt # $ 752.00 489.00 3.50 15.00 �— $ 1,259.50 FUR SIGN PERMIT ONLY [[ 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 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S 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 ANU ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE ORR,C NCEL THE PROV S1ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR E PERFORMANCE OF CONSTRUCTION. Signed Date I LICENSED CONTRACTORS DECLARATION I hereby affirm that I 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 ( ) 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 pert , am xclu,ively co tracting with licensed contractor's to construct the pro ect. Owner (signature) t�7 Z�t . <5" Date_ l "= CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - '$4q BUILDING PERMIT PERMIT # ( ,15, 3 Control # 87 -387 Work to be done NEW RESIDENCE - SILVERVIEW Site Address 16371 53 PL S LOT 2 Suite # Tenant Building Use RESIDENCE Assessors Account # Property Owner L & B SYSTEMS, INC. Phone # 228 -4400 Address P_0 ROX 5R6n5 RENTON Zip 98058 Contractor gg,, B YySTT�Jy1S INC. #LBSYSI *18104 // Phone # 228 -4400 Address P.0. BOX 58605 RENTON PO 98058 FOR BUILDING PERMIT ONLY APPROVED FOR ISSUANCE BY: %C!-(.j•' S q • Ft. sT t FT. Office Storage/ e Wa rehous Retail Other Occ. Load 2nd F1. 3rd FT. Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning R -1 Type of Construction Special Conditions , Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 131,810 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other ENERGY Other Receipt # /'>; $ 752.00 Receipt # $ 489.00 Receipt # $ Receipt # 1 $ 3.50 Receipt # $ 15.00 Receipt f-77— $ TOTAL 5 1, ?59 50 FUR SIGN PERMIT ONLY [] Permanent ❑ Temporary ❑ Single Face ❑ Double Building face Square Footage of each sign Special Conditions Face ❑ Wall Mounted Setbacks: Front face ❑ Free Standing ❑ Other Side Side Rear Total square footage of sign THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR TURK IS •..wE'JEO OR ABANDONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINE0 THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JR DINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT OUES NOT PRESUME TO GIVE Au'�10RITY TO NCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE Of CONSTRUCTION. Date LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date VIOLATE OR C Signed /' ti-‘v Contractor (signature) 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 ,s nn, offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. r� Owner (signature) � c. y_, - �' «t Date / t'..:.« ., _ -li-' ,:1,,..--- ...-- •- - -•... ,v1 Cr ars CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor INSPECTION RECORD PERMIT # (J • 4 Date Wanted Date Project Phone # ax p.m Special Instructions Inspection Results /Comme L: Inspector Date 10%//;1-4/474) Ye. N5%.:+!' �1M1btl.. rt"::. nm.. rs: h.' u. Y• v,•+ �ydomucCea:. xa_ r. N. t >aav „rlavkrrluarui�nw.��.we�.. r.. w., M. w.......««.. o.....«,...... n«•.....•.,•. «- .»..u�..r,......,n,i. w•......v.. *woe.o; CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address /‘37/ Requestor Special Instructions rPezz'���tirs .p/ Netoa•,. -t' O ,1/4 is- ,i, rrsele r !�OOG k S ,'3 INSPECT .7N RECORD PERMIT # 30 Date $.2-(0/g8d Date Wanted //201< Project .5",kew,eki Phone # b fr 1e4 ee,v7 s t,/ E.-044 rs �w.n'k.U157C7iQ:S.Y2'.`. .m. a kNe v ii`r9 Inspection Results /Comments: On' T> .%ti = (,/j/1(/4 3 g i7, /77/g- /mi1-0) Inspector Date /-- 7--1.7 ?LEarth otechnIcarEng1neerIng Cons, � ltants inc and logy ti T -v Washington t � J LJ 1805 - 136th Place N.E., Suite 101, Bellevue, 98005 Phone: (206) 643 -3780 / Seattle (206) 4641584 MEMORANDUM FOOTING EXCAVATION EXAM I NA 10 DATE FOOTINGS EXAMINED l�`•"30 PROJECT NAME1 J...(DT PROJECT LOCATION. PROJECT NO • " —Z S --' OWNER OR CONTRACTOR. I s . DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: FOOTINGS CONDITIONS OBSERVED -.7: ..M r t c-(-J I `T S ,6. r it c:�, !_L-. - T� t t� `r rz__ -t" u,-r r , �,a V t 1. / ...i �- r so 1 � 1 S. 1 i.s-r -rt -�? ------ �r .rt... �/exJ -- � 6 -170(_)' . .© A,.-r-- L flZ 2.. r x: r E . 1 -Tr.. \ 1 . Z. t ,-.. / 'id N.-r - 1 vo-t zz. 1 o _ --7,==I55 ....-("1"c7 -t-'11.'"-- eel AT), ca.. -, 'rS 1-e-t i...� -7-- SO tom... S , REMARKS. 1F' 1-- I-E�Ak 1*-E ....f?A -I /JS DG.G v 2 '---P'2z o rz,_ "7-0 (e-01---1"."...- k: C::_ r-.e.7— . mac» CZ._ 1 --- ► S fi c.,...)Lr- £\i/- 1._`,)F.. " C. o /-- b o.0 The undersigned has examined only the footing and /or caisson excavations listed above. The results of this examination are only valid for a period •. 48 hou s. If any change in -tile co di ions occ r , we should be promptly notified. NA A∎1 l N 1��� c 1 7A itte tt#,VYA`lr_6S,OR.R:7ritY,N: xi.r,.KNrr n ^na +: w.. ,.naanaarW,;..mr... , r twer, n. wunwwrwrw:. w. uuW... v, rw.,:.. nw.. r..+ umm, v��n�nrxauvk•.; f., C�[ A ++'v:v.,F %I:MJ3+SN�TtA:MMK: =.:: CITY OF TUKWILA INSPECTION RECORD Building Division 6200 Southcenter Boulevard # PERMIT / . �' Tukwila Washington 98188 (206) 433 -1849 Date ;2///6/Or Type of Inspection n2'.7 ice•-. �va�n Date Wanted // f/Fe a.m. p.m. Site Address A;37/ ,S'3 /0/ so, Project S' /veV ',eui 422: Requestor Phone # Special Instructions Inspection Results /Comments: altte Date X17 (IX w • • • Earth Consultants Inc. 1805 — 136th PLACE N.E. SUITE 101 EELLEVUE WA 98005 (206) 643 -3780 8.attlr. (206) 464— 1584 DAILY FIELD REPORT Field Rep. Time On Site F3ab No. '-t 17 t5 - Time Off Site Travel Time Miles Page of D t � I I r7 Weather Report No. Day of Week Veh. Hrs.On Site Hrs. Charged Visitors Project I Job Location e,1./.l)C1 ) i.C..w1 I Lo-r- 1( 3r7 . S. *- u t4.wlL,o, Gen. Contractor Gen. Contractor's Super. Clienit /Owner / c T.C. •SAS r j Received Unchecked By Grading Contractor Grading Foreman Checked By Date -art k -- *S0S —i ac-zA-1 L t s.T= c-=-rr a ,,,i — ' Ct r i F,_- n 1 r 1 /J S f 1 `a'7'.A'1L.G C> Tzc...CjJ (')(. ---17-1-- ----"{:t r r t t,-,t -7- .-e__ ( ---rt -lam -` / e._ r, ( ,.._ -, ..- AN.,..)� ,..t _ .r.t) —s- --171 G., r -r 7'z. f /. , + .! i h-s-77) —../- :;, % j l-L., -, '', (-c.A (,,,_ .1, __ l.-' C) (......../., ' . r--.. ] <.)--r5. -----1z.-c) 1----1 AS�,....',J ,:�'`� -- F.::,. L.\ i._. ice. / J- -.C.-1--- rl.�_., '�� :.rt t•- 'ti'-^--77:17:4e.„ —1 I Tr..: w T?�L ' ""LIM.i_l. � ` \,z: -'_4 "T"T■7--. r-e•--‘7 1`l. —T.;(..7- 77 /. Xj _Th.7`?.✓�. (/J s Ky) me.. >i6 *J`-( -i7 -13 r —r t-(-'7--? I t.-.J •c , f A. >--7-b - --r/J, --.. na- .,--.. --r -, r.A. (A._ 1. - -- /AL.L. ""'->Te..,,A (/,..) " ■ r :�_, ) i,.. 5.i -. \4_G_c CI Lam.) l-r ,L -/ , \ `- ry, (-7-1 ,..a ...-1,-( ?...4-› ,,,-_-_,._,-r-: -- --7. l T',...-, L. .( r 0), > 1.-1. t I,J ( r-t ca r---t cd' l 0 . ' �- -. ., s.� ; --t>7-46.1 /,) 1 h ' c.:.- Ct-r-e-a, V, -- ,..... C Cri3 rte„...... ,• -� L. , -7-,..../ ) .- -re _. "..-C's'r- ...r.. , ,...)r /...39.,--- -s vC..._. A I... 7-y .-7-7/......7":"...,,,Z ....Ul.D"T ...'.1t1;?r.. //. )■.-- I -- 1 0- t r -J D re. <;..n 4 y-r" / ,t..) LY.�. S. t Ai c' -,--5 /S — r/ —� - `f,.'t -1,---7z),-.,..-, ,. J o I /,_7"a ?- . �1 1-9 r..._. 12 . n . / ,, ') >l"-eAt..„) / x.1 S _ 'I._.JA-t- -t ...:>, ` `"s. / , 'S o /e_.. ((3 -tS ■...'), , z.:3 `j31 .=-c1..x c_ COPY TO: CONTINUED ON NEXT PAGE • firarxr�,...n.v. CITY OF TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 Type of Inspection �/1; -14t 0�L Site Address /// ?7/- Requestor Special Instructions INSPECTIr 1 RECORD PERMIT # .Jl' 73eP Date ' / l/ "cPY ,tf/r Date Wanted C(-- /3 -c52C)r) a.m p.m. Project .9/. !/49-- 1,/i;`i/ Phone # Inspection Results /Comments: (t&'/ ,A40,11 Inspector Date 6 A {iii:iJt ttra'v0WASi7Pi[Y.:t::SL°��Nr rt..�cu...w raw. rw.. w..... w,....- ...«-- •..__.................... n.... ..«..,o.......r....,..a...+,... CITY OF TUKWILA Building Division TukwilautWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address 1 (Q371 Requestor Special Instructions 04( (71--■ GMC! e._ INSPECT(ION RECORD PERMIT # 5/3 E Date 5413/g'ZC- Date Wanted <-41-4 -//g it a.m. Project Si(URc vim - Lt Phone # a...�S — '/<[C)( Inspection Results /Comments: Inspector;--- �x -r�,. DateJ'/4/ .ID.casetxt CITY OF TUKWILA Building Division 6200 Tukwila,�tWashington ul98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPECTION RECORD PERMIT # / :37 ( PI Co) Date Wanted Project Phone # Inspection Results /Commeennts: 6":›K %( %A (-7A,/,1;Y- 414- 4/.y '/0/, , )f/ ' Gy' <� Inspector : A?•71--c-t,---- Date ei� /P 1V; m. �r: x�a�i. Snarvcxdac„ ruy.> s. auwe. n,...,..... M..-»,.« .... ........... «...........,.,..,_. ...... _ . CITY OF TUKWILA Building Division 6200 ,Tukwila,�tWashingtonu198188 (206) 433 -1849 Type of Inspection Site Address )(, 371 - .c34 j9. , Requestor kob- L 4 6 Syst,e44,,_s, Special Instructions INSPECTION RECORD 3K S//6/2' / Date Wanted 3 7 - . s a.m p.m. 1— 4k a- Project r fVW L/i cW Phone # PERMIT # Date Inspection Results /Comments: Inspector�s.�it� -rte Date 6. /7 /P te„ CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Permit No. ' �'�� Date '"/ /" Job Address �� 3 7/- 5c CORRECTION NOTICE The followiing items are found to be in violation yof Ordinance and shall be corrected. 41/4/: try'• =x A--.4//1/ . .,'C, l ,('iii O,' �� //i .� 7_5 x1„11/7171-7,7,;7. /,,1 %h!ir iii Te.- /:/is)// / .-142,-;74,/J � -/ 1 . .41 f /:' i'T /4 // .) f� /1% / /.�j'�',14 i- 41 mi. cam' :1/ /At ' j /i?' >"" 57-!,i6/4" / ; /G; /J 5,,A4( 2'7,i -1i /7,4 "/ .5,9 u s: /� �' /A IG /l9 ,r) J .'7!� l %. r 5 /f1.1 Gf/ tIA Signed �- Building Official /Inspector CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No 5738 Date '" / Pe Job Address :2 ' 3 f/ A, 50. CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. fr�7'it./G- 7/727,.. /- -"it'4 / fra 2� /,, 7 /2J,1L�. e"-' c y. , ir.-6-.- 7 /14.e ■c> ,4//(96, 'S /d/G- /.!=%"LG ./'"/-%/rG tc,1/2 , 5W,9/ /47te 0/-67 Ax/il 5//.5„p:, "ife:/ -Jr 7/)C/' %6. -7,te 55 1:;'/C/.--. /4/0;1'Y h,;(;:-' 4/49 _5 /5k-,bj Signedti. Building Official /Inspector CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 8188 (206) 433 -1849 INSPECTION RECORD mayIJ)3 © PERMIT # J O Date g Type of Inspection eD(,U/I �t O) —U- � Date Wanted g2 -23 '?� a. Site Address 1&371 5 5- 421 5 Project ;-t It-al,,i L.(A) Requester 1.,1- �� (/2%1/� Phone # 2 - Lf g Special Instructions ✓,� P,,�j N1 2.4,‹el, Inspection,Results /Comments: -f �/ �� L:..` J , 1� :.�!, Date .� g Zf AM WW araueT.2x1t3 •, CITY OF TUKWILA Building Division Tukwila,�tWashington Boulevard 8188 (206) 433 -1849 Type of Inspection frc o / y s Site Address /37/ 5'3 // So Requestor Special Instructions INSPEC .'7N RECORD PERMIT # 5 3 g Date / 10 /frE Date Wanted 02080 Project 5,7e-'/e ms Phone # us]rw•xAKc a.m. p.m. Inspection Results /Comments: 3:c4 "in /teXtt - , • Ae(4 620 41 Veto- Inspector 4.111 .t5 Date /� ,20-7 CITY OF TUKWILA Building Division 6200 Boulevard (206) 433 -1849 Type of Inspection /4;0e1/17 Site Address /63 i/ 53 4:/ SQ Requestor kaPet Special Instructions ,-e.-- 2J r2 ;C90 are /f/A7 INSPECTION RECORD ) PERMIT # S / 3 F Date / /of0'eF Date Wanted /1 2,g F' Project S,' /vevv /Pcv Phone # woo a.m. 5vi /s �-c7 z---v 6e oi-c s ei-e a Inspection Results /Comments: Date / -- 6--Ye? Earth Consultants Inc. Geoteclttnical Engineers, Geologists U Environmental Scientists O-C/''I /o-/Z -5 October 9, 1987 E- 3473 -2 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 2, Silver View Tukwila, Washington Dear Ms. Bradshaw: 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 2 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 September 18,1987 and submitted by the owner of Lot 2. 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 applicable 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 storm sewer facilities. The drains should have the pipe invert at the base of the footing. The footings should be placed on medium dense sand, dense glacially consolidated soil or on structural fill in accor- dance with the referenced report recommendations. 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- 3473 -2 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, EARTH CONSULTANTS, INC. Robert S. Levinson, P. E. President SB /RSL /kml SILVERVIEW LOT 2 THE. FOLLOWING COMMENTS APPLY TO AND BECOM PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 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. . 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 -2 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 e•lrth unles3 soils investigation is provided per Section 2907 (a) and Table 29 -A, 1916 Uniform Building Code. Foundation width and thickness requirements shall be in accordance with Table 29 -A, l9815 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 REOUIREMENTS 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 44 rebar continuous. Jaw' 2 ft. or less wall requires one horizontal N4 bar continuous. 2 to 3 ft. wall needs two 44 horizontal bars approximately every 15 inches from top of footing. 6 inch walls over 3 ft. high must be designed and submitted for approval. 3 rt. or less wall requires one hori :onta1 N4 continuous. 3 to 5 ft. wall needs two 114 horizontal burs 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 require:: one horizontal 44 continuous. S to 8 ft. ,.all needs two 44 horizontal bars approximately every 40 inches from top of tooting. 10 inch walls over 8 ft. high must be designed and submitted for apprnvrll. WIDTH THICKNESS OE /TN Or FOUNDATION BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Immo (Inches) Or GROUND UNIT ANGRA1DE CONCRETE MASONRT (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 44 rebar continuous. Jaw' 2 ft. or less wall requires one horizontal N4 bar continuous. 2 to 3 ft. wall needs two 44 horizontal bars approximately every 15 inches from top of footing. 6 inch walls over 3 ft. high must be designed and submitted for approval. 3 rt. or less wall requires one hori :onta1 N4 continuous. 3 to 5 ft. wall needs two 114 horizontal burs 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 require:: one horizontal 44 continuous. S to 8 ft. ,.all needs two 44 horizontal bars approximately every 40 inches from top of tooting. 10 inch walls over 8 ft. high must be designed and submitted for apprnvrll. site plan TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM i5 F /a0 .16 1Q06 Lowe/ LLu-t.L i� 5714 d _P.,thILQA&Lai___92 Li? x StK5,0 =-• 1g6i Meat lkiLui 131) 3I �� 614 ,9,ekau +' Fee. 752, oz P' v't' Clte ck FeO u$G, G0 6t,t,ve,WiAquI (10 /T2.MEMO) -.Tit, CITY OF TUKWILA il \Building Division Bur 7ING PERMIT APPLIC } TION 6200 Southcvisio Boulevard Tukrila, Washington 98188 Control # 1 %- ;��7 i ' (206) 433 -1845 Site Address /03 '2/ 53 ao,, ./ L.04-- Suite# Floor# Project Name /Tenant SiLVeh? wet() 4LQ— iv() Valuation of Constructiong=g9 Assessors Account# Property Owner L, it L3 5YSTe70.5 I MG - Phone 2-2.1-44-DD Address P.O. joy.. 5 13'6 or /3EN`ro1/ Zip 9 "5'S Appl i cant 1,,,• t 13 5 y 57-4-A13 / Al C. Phone Address Zip Architect /Engineer cR .9N`j pwslG �tl Phone 4g5 7_7. cy 4. Address 01503 %'7 &ANV.r y pp Zip k Contractor t-/ ,R .5 yS %/ilS License# L,E5Y/ • /IV p 9- Phone 2z_9' f 4DD Address Zip Class of Work: (21 New C1 Addition Tenant Improvement Remodel (residential) [] Reroof Demolition fl Interior Demolition [] Other Describe work to be done NSW Her/5 6 Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 2-'414 Square footage of tenant space Building Use R t 5. 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 materials on the premise or area of construction? [] Yes 0 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) c,,t r' pe ,a c".. Date / 5.7 I 07 (print name) 1- ire R s sj-EM5 /IVc. Contact Person (please print) -, VE'S / t..nG/rAR D Phone 2-2-1-41,40 OFFICE USE ONLY FEES:. • Building Permit Fee (000/322.100) $ 952,00 Receipt# /o 5- ( Date Paid 1 - `/- k <I Plan Check Fee (000/345.830) era ,0O Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /j,() Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 125g, () (OWES: $ `• ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building: _ FLOOR R USE /Occ Type SQ.FT. UCC LOAD USE /Occ Type SQ.FT. OCC LOAD, USE /Occ TyD SQ.FT, OCC 1 nap TOTAL SQ.FT. TOTAI. OCC. I U I Firw- • TRACKING DEPT. BLS DATE IN DATE OUT COMMENTS. Ap roved for Issuance ype of onst. ViOlil 9/11/61 To Mbrhan: Dade Approved: FIR PLNG 11-bi `'' ° 19.5 ,/ r t 4'4 , -•' ∎ 0 1 Approved (Initials) .! Per letter dated Fire Protection: i pri a ers ❑ Detectors Approved i ti al s Irv', Q AR L N USE /SEPA CONDITIONS Zoning's -( Set•ac,. , N_y °S E 36 W /0 Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD -g3i7 q Approved (Initials) — Per letter /plans dated st ti.A, ? tit 16-211 4 FILE cb''PY I under$fand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code Or ordinance. Receipt of contractor's copy of approved plans,knowledged• By 4 •, y, • ;Q �f�i, a: Date...................................... Permit Ito.......... S > c rn N y . a c a) Ti -. C m .x cs ra Q o. � -a 0 • a�ic • n. O • t1 Z :caz= o leo Efir cJ ►I�� i7 Ivto Iz• 'r f AWts4100a rr1t p 4.wt0S • sl990LR J �. ♦r MaB tliar in MISS los Ames girs 1 WAS Mot r „ � aam/�ats�S 1 r0<Sptaas* NISI WS INS. v :•: el ON Van 1 :} NS MINN jt', 41aEa1O`i I ti ANMos so -.0610 Ma SKIP I :v.v • MM /le • }Yr:: {• :�•:... -1 1.I sat MIN( Illt NU Si r ASIR MAW 'MN SO MO it MSS lI .. a jell SS O•'� . asn ins is eat aMM. rw•••s r R t7D c }t; t7i 0 en 17) N co o m 0 O to 0 1 (A jC asap woe ? c• SS Ms eW 6tY • ie ie�b ki[ iiiKOSFOOKSS • .aaA S •.•,•:. �• e�fl at =r::• 511111MINS Rh it; s�Myt .amt Own i aMaltieiL^ `• r.. tMYS11ea) . "•� T MSS a SS NNO•uaar;. a a�sra awleasto•t.. MS Us ea Me 1 .9. PIte!l�t i ry4 J7ee wnx.!.�ar t v Y.r aac,uar..ers v++.' v s..w -ie �e�rr+�d•+.,cY fi• v .[.vM:,. ts6 sG.x.4N •,y, .k. w w- n - � •Ia•��Yre+ds•F% J W. CQCCk%`t`€00 i4rtFK?£+,r.Sfti5.iTtd'M i4:v!4C63i9tA75t!'•tla.SSiR #F^ C.'t4$Sk�ysiN�•dd7S '' i` J!!l 19091ODfri0�#.7!S'o!:xcS. . ?7'aGClrt•. : •r,srtax��Srtttt:1ta72+i'y�' . .? OW*srvtrrvs:,+vcs to c.aonA+� errs, vrattir�vcrss sa +arrY;rsys±sa ss= t +o?tsr+ F c t:euxia twroaaar *�c,s . F :avt st: rt�soq lx awr..y r �srn�+cr� rrp• GGliraWtlRS'r! .`^n.,nw.n.rrt+rnvt r�.rt.cv±sararl•x�tc»c+t s- .h,ra>ai.--• ;S`'1/440,00,4 ax..o ens±as : 2t?� +r:0ba4�aaccaat- N:sK,c.•r. .•w::...s!w :r s5±.i `._.,..�...f..i '�. '+/:ML i#YN . -StN!# ?4' W,'Y•�.'rf M +� fir. ky ` '4Ate ict : • TEr:.rTEL aqm .� g5r66 �iaMlaaF �• M t .,. SRI *AV :r� alitsas 111111Pt fa NO F • 'co a3 11 SIM* Yr i -f nrr-� rrr-r- *It AVIIIV t1 ite MISS s. JOON Slut oii Main MOIR lb Ms is Iraqi ,.o6eitt. calt,-.P CITY OF TUsi 'fILA APPPn \fE0 D C t.6 1987 LS NOTED ___i I) : f�inlr �illflrl!'r' All Ideas. Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The OrIginal Work, Product Of, Owned Fay, Atid'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 Plans, Reproductions. Ideas. Designs And /Or Arrangements Other Than Crane Design is Strictly Prohibited Sy Law Without The Written Permission 'of Crane Design, Hot ALL E-A-t-Eg-icAZ 41:s -to 6t, 6,4811 Lr5a5 tt 6,7145r-4.01SE.-- 11 • 4 :/ " 1 0 1-Co .. ..___. _ .....- I 5i -c-p II ,,i Loll / 1 1 1 'I' llt-Glf zi_ ,41t . . e 'I .:-. zt ' I -0, 1 if . I 1 ; I: • 1 0 0,-25 / co —4) 2k(4-. — — — --74- Ck., Ce -" 0 , 4.-... 1 i i ! 4' I 41 /0 .40 0•G •,,› At-> , , ••••••••■•■■•••■•••••.101 a V) : ,:. ,., 11 ti 14- • ,40 KAKE.I.JALL. ' col-011 f›51-c),)-) °,1cPE5V 50,4 4,Pf.- I -7 -0 II co -0 1, 1 11 I 11 I II -C) -° A' 1 It II RECEIVED CIN OF TUKWILA SEP I 8 1987 OUILDING DEPro rtiv Lculm.vt.4x7m... 601 A6 ToTL- 194z- 3,1ez 767$ z441.4 s4rt. Sheet 2 of • • eci 0 All Ideas. Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Origins:Work, Product Of, Owned By, And Are The PrOsserty of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Prolect Of The PurchaSer. and For The Construction Of One Building, Any Use Rouse or Disclosure Of Said Plans, Reproductions, Ideas. Designs And,fOr Arrangements Other Than Crane Design Is Strictly Prohibited E3y Law Without The Vilt Men Permission of crane Design. 17-1 (47,11 C_P I-0 I 11 1 -cII o L1311 DF•a.- +1:3s i> - Pi- 3 cP/ _ -1Z1-11 47)41Z" • L011 gret-ita, ro,›-irarAt j*-IT 5 5hou.4.-1 —f c I tr41,47.,, C •-- O e co F 6 c a) • cs (i) 15 ›- v 0 w . cc o • c *8 9) .0) 3 o a) a) 7 inZ= • 1 1 5t)6.1 517:4.A? TEC, A -7 • ,V , =T, = 1.4i 0 St -1 rt,St •904 Fro—cy io" ct) o" Floe \ • ,‘ H11-. .E/F, 62/1 ALL t-,mmis--11:- H4 .5LAfFs' ,• 02%. cz;t-C.. Foarf f-467, 1 11 1(p-0 1 11 Co 1 1 0 •■••■••••••••••••¢...... 11C-1-1.1.744, 91_ & ro -s 1 0104101014 Ali Ideas. Designs, Arrangements. Drawings and Plans Set Forth On This Sheet Are Ttie original Work, Product Of. Owned By, And Are The Property of crane. Design. . and Use Of This Said Work Product Is Limited Te A Specified 'Protect Of The Purchaser, and For The Construction Of One Building, Any Use Reuse or Emiciosure9i: Said Plans. Reproductions. Ideas, Designs And/Or Arrangements Other Than Crane ()salon Is Stnctly Prohibited By Law Without The Written Permission of Crane Design. . • • 41111111101013101510111161682111EVatIlL II I " liiiiiiIIIIIIIIIIIIIIi111111111111111111111111111111111111111111111111111111111111111111111 1111111111111iI111111111111111111111 Aga Alelar2ka. "" • ey-'ltl a.c_. /f-iAL F -nz (: 'Pi . Ovtr t -IG, PALP 7"K1/4,945c C 't ©c. LFT11U "" o.c . z »:•%:��.# - v =s.vfi sxk:?:ar ..r'�yt .111 -F 1 1 fr3. . . If AH Ideas, Designs, Arrangements. Drawings and Plans Set Fcrth On This Sheet Are The Original WWrk, f?rodu'Ctt�f, Owned Sy. 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 Ono Building. Any Use, [tease or Disclosure Of Said Plans, Reproductions, Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Let+r Without The Written Parmiseion of Crane Design. N 0 O e .- C) 0 !/) CA C w 47. fn • 0 r m .0 b N 0 Q • L1 0 c R W 3 iOiE • St • • All Ideas, Designs, Arrangements. Drawings and Plans Set Forth On This Sheet Are The Original Work. Product of. owned By, And AreThe 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 Ot Said Plans, Reproductions. Ideas, Designs And /Or Arrangements Olner Than Crane Desigr. Is Strictly Prohibited By Law Without The Written Permission of Crane Design • . meaieraoe11111111111, writs - -541 PLY t. - 1%45 1 72,4' Frr Vr,1 c6 x t 1 , l t -0 s.,-00 Ii Q c y4'C IV, :P ccorip. . rj►t<.vi`1i 1t1IG12/4 -Cst"f ro earni ; 't -e. 1 11 --------- ._ t -4 Tor r* PAarric.r1. ir-111 t•• pty. gib. F-11 Il. ptre-t-LALI ' zirad -r-s.v.° 149( A3 , pc.,?&C- .9 i'rllt� vi xeesi V1AQe. 1 . zI tje - :_ } } FT MUb s. I LL-vi/ 7Lt 1f4' 4.6 e ^IO 0.6. 41' CUuc.Gal of Ca 4vE L r1 LJ- - r- g Lam. TOP ,r r' oTi �u tT1" t! M PEg P1Mi. --WWIST47e..4 -- 1 FELT i/e 4, r3111?21Fr rid :f.vuc lE - F r=Pt.,40 - . •� M1LL. vl3: ut 1-1 1 o h /Ws 5I-C2 v{1'Gcatie.51.s 'PI , e,ai et.- 2.-A4 Ycalj'Y' ReEsafe, -ttP t 1. 3 ND 5F TION - -- Arri4.vellriulirpoo i f I c r= S lay. c. e /�- --- - - -- Z rptP 5.141044L ES "7 4'1( Fr� �� Tom}[ 24.1. 1(~l ceztArZ, a.x eVeebser. rsa `Zac NL)' &xxk-s qscoeeLl fir I/ 1 r1. !a unet.. P&L- Tc STS Pty - \,-/A-R1 4/1L•4. -- ?LMJ jam- Orld' •slurs (!, 14' 414- 1 1zsx r 11.6 \PI /v. Z .4 -t7/• PLC `mil !h PM PLs43 o• 244'STus @_ Vac. 13.4 -f 'itn.\, /v.8 meAcruG.1-t,p Ft., o1/L' 1 rump . S4Lit75t11ii. P -ut Z"P13 G ) LA Eir-i _, sj r--s `...8 M lJ v_d o 1 u mi4 H cif - (ol' 1L1. �� HMI CI'g041- - Tn R4' e1JPs laerte.uEp " ItiJ • , f -tAac 'AttX..G45 -1 D WciStl.1�l- � c� = r� 123 , r>L!E" 114 M 1. o x.141 e j j . uGieztz .AJ.�auc -, r - l ReN„IC U `5iLtt�; i2>pE. - type 6nrr XXLMAIMALUSIDA C NfRACTOR ro CHECK AND VERIFY ALL OINENeIJNi 0. NOT SCALE DRAWING, - USE DIMENSIONS C NSTRUcTION 1.0 CONFORM TO THE LATEST EDITION OF THE UBC i Si RUCTLIRAI NOTES: 1: DESIGN LOADS • a. Roof Live Load 25 psf (Total Load .+C psf) b. Flcor Live toad 40 psf (Total Load 65 psf) c. Seismic Zone 3 d. Wind Load 20 psf e. Soil Bearing Capacity 2000 psf Assumed 2. FOUNDATIONS a. Assumed Max Soil Bearing Caoacity 2000 psf Undisturted h. Four Foundations Only On Undisturbec Soil. c. Under Floor Slabs Compact Fill to 95% MMD 3. CONCRETE a. Cwt. Foundations and floor Slab concrete snail be c. -o.75 (2500 psi) 1,875 psi. Maximum water to cement ratio; 5 -1/2 sacks of cement per cubic yard of concrete and 6 -•3/4 gallons water per 94 lb. sack of cement - 2500 psi assumed presive strength at 28 days. Minimum coverage of steel; 3" walls. com- b. bottom. 2 " sides, 1 -1/2° 4: REINFORCING STEEL a. All reinforcing steel shall be defor,.,e :, intermediate grade, billet steel- ASTM A615 - "2 Grace e0; near, clean and free of dirt. b. Splices, where located and approvec snail be a minimum of 12 inches diameter or 30 oar dialenters. c. All reinforcing shall be tigrt_y tisc and supported during construction. d. welded wire mesh shall De ASTM -;1S:. 5. WOOD a.Per UEC Sec. 250 b. Joists and rafters, 2' Nominal HF No.2 40, F0 -1150 psf for repetitive use. c. Beams, Headefs and Lintels; 4" Nominal, DF No, 2, Fb -1250 assi. 6" Nominal, OF No. 1, Fb -1250 psi. d. Studs 2x4 or 2x6 HF Stud Crade e3 psi use e. Glu- Lam Beams 20F (Fb -2000 psi) or_eF (Fo -2400 psi) U ©C -25 -10 for repetitve f. See Plans for plywood. 6. STRUCTURAL STEEL All structural steel shall be ASTM A36; new, clean end free of rust. 7. STRUCTURAL FRAMING a. b. c. d. e. f. Framing to be in compliance with UBC Sec. 1702 Provide nailing in accordance with UBC Schedule 25 -0 Provide solid blocking at joist SUOD3 : :s and bearing partitions. Privide bridging at mid -span of all scans over 8 feet. Use approved joist hangers where reeuirec. Roof trusses; Sizes to be ve:ifieo, de :aiieo and faDricatee by truss manufacturer. Installation and bridging snail be per manafactures specifications anc instructions. 8. STUD, WALLS a. Use 2x4 or 2x6 studs at 16" 0.C. pe: JEC 1702. b. Double top plates shall have end join :s staggered not less than 4 feet. c. All sill plates on concrete foundations to be pressure treated. 9. ROOFING a. Apply roofing in accordance with UEC ec . 3203. b. Provide attic ventilation a: inalcatae on roof framing plans. GENERAL NOTE, 1. Crawl space ventilation. minimum net area. 1 sq, Ft. for each 150 sq. ft. of floor area. Openings to be.placed as close to the corners as pracicle and shall provide cos ventilation on at least twu ep>zelite sides. UOC Sec 2516c6 2. Crawl space, ;;nobstructed access; min. /a "x24" Sec.2516c2 3. Attic ventilation; 1/150 of attic aria or um if 1/2 is in Soffit and 1/2 is 3' above plate iirte.ULC 5ec.3206c 4. Attic access min. 22 "x30" with min, 30" headroai8, unob- structed, readily accessible opening. Sec.3205a UBC 5. In rooms not provided .rith an operable window of 1.5 so. ft. or greater, a mechanical ventilation system, c'peble providing 5 air changes per hour. shall be provided. Sec. 1205 UGC. 6. Vent dryer, bath fans, and ranges /ovens to the Outside. 7. Garage and house occupancy separstlon min. 1 hr_ taped and finished. Section 503 c 4 and taole 5 -8, UBC. Garage and basement supports to De 1 hr. 8. Tile for shower shall be 6' above finish floor with water reistant backing. 9. Egress is every sleeping room shall have a minimum net clear opening of 5.7 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 U n, Chapter 37, and local building dept. 11.Hearth extensions; Hearth shall extend at least 16" from thefront of, and at least 8" beyond each side of the fire- place opening. Where the fireplace opening is 6 sq. ft. or larger, the hearth extensicn shall extend at least 20" in front of, and at least 12" beycnd, each side of the of the fireplace opening. 12.Appiication and installation of insulation and vapor bar_iers shall comply with the 1986 State of Washington Energy Code. 13. Gl=azing in compliance with Sec. 5106, USC, UBC Standard No. 54 -2 and Washington State Safety Glass Lan. Exceptions Exceptions are as outlinee 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 18" to a floor, shower doors, and tub enclosures shall be %ire reinforced, tempered glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass doors to be safety glazing, laminate::, or tempered glass. 16. Shower enclosures shall be approved acre reinforced, tempered or laminated safety glass cr shatter resistant plastic. Sec. 5406 UBC 17. Glazing nithin 18 "of floor and greater than in least dimension shall comply with impact loads. See plans. Sec. 5406 and UBC Standard 54A. 18. All exterior gall glazing 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 VE4IF't THE ACCURACY OF THE ENGINEERING DATA SUPPLIED 9Y OTHERS. Crane Design has taken every effort to ensure the accuracy of the attached drawings, however it is the 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 pay a fee for the use of the material therin be subject to legal action by Crane Design Inc. The purchaser of the plans allowed to build one structure per set of plans purchased and will be required to pay additional fees it more than one house is constructed or may have a teeter of Permission from C rone Design Inc. ENERGY NOTES PER. 1986 WASHINGTON STATE ENERGY CODE Provide and minimum added insulation level of- R-38 Ceilings with electric resistance Heat R -30 Ceilings with gas heat R -30 Vaulted ceilings R -•19 Walls R -19 Floors over unheated spaces R -8 At slab oerimeter, installed horizontally 24" under slab, when cone a :e floors are within 12" Of grade. 0 n u_ All glazing shall be dual glazing and sq. ft. of glazing shall not exceed 21% of gross floor area. All openings and Joints in exterior malls shall be sealed, caulked or weatherst :toped 3t limit air leakage. An approved vapor barrier shale be properly installed in roof, in enclosed rafter spaces, formed where ceilings are applied directly to the underside of roof rafters, also in exterior walls. Inst.-t11 .4 mil visqueen ground cover, lapped 1' -0" at joints and extended up to foundation wall (required at all crawl spaces) HYAC equipment sea11 be sized no greeted than 125% of design load and a minimum rated putout of 775#. Thermostats controlling heat supply to 'sore than one room shall have a night setback. Fireplaces shall be provided pith: a. Tightly fitting flue dampers. am �� b. readily accesible manual or auto controls. Showers shall have a flow control device to limit / t e ,1907 max of 3 gpm per shower head. C l i AI Water heaters are required to .meet ASHRAE 90A -80. munghogym RECEIVED. -The Contractor Shad Check and Verify All Dimensions. - All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Ot. Owned By. And Are The Property of Crane Design. and Use Of This Saki Work Product Is Limited To A Specified Project O' Tho Purchaser. and For The Construction Of One Building. Any Use. Raua* or Disc osures Of Said Flans, Reproductions. Ideas, Designs And/Or Arrangements Other Than. Crane Design is Strictly Prohibded Sy Law Without The Written Permission of Crane Design. lit,'. _;2:'"IS12,,,G' .C,iS$SYfA ti eiee reix: eyafi' stet."' .'ist°Ts�*�x 7 ?_: ��, :5'w.. . w'Y'.�'.•.i�v$�. ^v`27�'•hf�� .. r+ ��k= �" �k" �Y'. li! L'? �bic+` �?=? P:,.•' �i,% ra'. �, 5+• s�ei+ iE13�. `i�t;t'%�t'.^�'K:sAt,'k.'..ir•9 FILE COPY understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknow ed By Date .S) .33 Permit No RIGHT EL `S 1/ 8" N I �'! t O i 2,1-011 �y \ 11-i ! 1 -1 .o to co 1\(811 as. r,ip. 211' o l i-t4 i.. 4 ioN col rteva. Sty Ala. LL ivev /i ecv ix 1.-own d hove, he. "as-af e.. /0 0U orse"s/ e"c/ �o aclr7 !'Z", p MI UM /er/t5eI Plates � So, 3 /T /Bfi, hick/ o� Fppc I: i S .8)11 1C9 vndce / »i Gt/c,2//5 rh OP- r91Y2 7/ ir0 /d)/.5 JY1 d19 G cl?t ern CITY OF J UKWILA RECEIVED APPROVED ci-r OF Tuicwr-A MAR 8 1988 NUTLD r� Lt DING n /;s,QN MAR - ''y D 1 j1986 BUILDING '% —The Contractor Shall Check and Verify All Dimensions. — eve e. of VI/5 FE-FE FT-17- FRONT ELEV 1/4" o�!ei r!'I LILA r �4r; °oHp C1010 0111) All Ideas, Designs, Arrangements, Drawings and Plans 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.T.o A Spocdied Project Of The Puirchaser, and For The Construction Of One Building, Any Use, Reuse or Disclosure Of C Said Plans, Reproductions, Ideas. Designs And /Or Arrangements Other Than Crane i)esign Is Strictly Prohibited By Law Without The Written Permission of Crane Design. OWEN f tip Z co) M Q a -0 - 0) O ' 0 r0 C/) < ciy CO 0 Cu r - - O ACT o LEFT ELEV 1/8" The Contractor Shall Check and Verify All Dimensions. -- 4 :: .. • REAR ELEV 1/4" .a t. '. .r:' �'s:.; s,z All Ideas, Designs, Arrangements. Drawings and Plans 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 Plans, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. w. v y .... ..V. f E.,___ float, LEFT ELEV 1/8" The Contractor Shall Check and Verify All Dimensions. -- 4 :: .. • REAR ELEV 1/4" .a t. '. .r:' �'s:.; s,z All Ideas, Designs, Arrangements. Drawings and Plans 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 Plans, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. w. v y .... ..V. pr 1 • S71 toll .14.CLSru, !St -C t-L...,71) LI71t1 1 '4-9i-t"*.sgsgeZ NOOK 41- 41-) gl_ 6011 4 FAMILY 5v5c.Irv. cot Isastv.f*w.tpri 1°549m- LA-J• ry kd L U – HI& iJPfF:L ULJI9U. A— +5451 4=6.66' —P7— z56/-7 0 Plan No. —Tho Contractor Shall Clieck and Verify All Dimensions. — Alt Ides, Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of. Owned By. And Are The Property o! Crane Design. and Use Of This Said Work Product Is Limited To A Specified Proi:...ct Of Tho Purchaser, and For The Construction 01 One Budding. Any Use. Reuse or Disclosure Of Said Plans. Reproductions, Ideas. Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Wit hout The Written Permiiation of Crane Design. 12188 e L- ,. L1_1 643- Ow . L►� 12-1 ER PLBOR PLAN 1I4' —1 he 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 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 Plans. Reproductions. Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Desgn. rd- cad 5,11- coil KiN�.a� �.C.vrvli�t�b• Vvltr, I.6 c415 kk \ wL °.42 g AIL, vK ,ou , i s 1 i 1 172. `A,/ 4qd I 610 ' -� " 4'- ( 41:c2.IC..s 5 4IL=�C &v e, E I • rt,* dv1t- or-Cryp� =eF _ .►, G,� I I t i $ l r 4 � i i 1 l4'' /`-x o' • 111 �I•t lf R.c . 191113DA710N PLAN 1/4' —The Contractor Shall Check and Verify All Dimensions. — .....,�. «max ?;�;, _ ..•:.cn:s. :.r :,.....:.. L.4.'rrc' i- <„rsc�m;$r:y 4d Ynil A "`„•,1 tea. All Ideas. Designs. Arrangements, Drawings and Plans Sot Forth On This Sheet Are The Original Work, Product Of, Owned 13y. And Are The Property of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Pro;oct 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 Permission of Crene Design • !' � @ 6 -16.C, ROOF PLAN 1/4 —The Contractor Shall Check and Verify AU Dimensions. — . d. All Ideas. Designs, Arrangements, Drawings and Plans 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 01 The Purchaser. and For The Construction Of One Building, Any Use, Rouse 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. 0 J(o,i !r`l_f,n REF WALL 3/8° p J p'1 NOOK WALL 3/8 BEN WALL 3/8 ISLAND 3/859 110111111111111 11111{■ 1111iai — The Contractor Shall Check and Verify All Dimensions. -- SECTION TFJIW 1/4" All Ideas, Designs, Arrangements, Drawings and Plans 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 Plans. Reproductions. Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. - 5/4" 11 fsysrr -FL. PEA pL'41 PI: MUG) tu- 1 je � X I G�I�4 g S4-0 0.4. Z. va a>z ryA=Teda. !:tt,.;l P--151 1 rn elf11 I I'GLEAIL - 2 -t`4 GzLri fr, --° raP E 'tI P- I1 I[}-) L j.1-11 Peg- Z. * 6'I P.'j- t°1tJn J /a1i4x!QUA Q is t 1. f �✓ITNI IZ!'G:Pc ?- z -- '61 F.T , - 41'CGIIC. )LA C7/ r4it &12AvEL FILL_ -Zx z4' Z I6 irJ 1 L1 . ot 17c.)F f •rrot--1 EMENT SLAB 13lL•x%t Lteq ri ti-ry _r. .4 MIL V i iget.1 YA1'O •CCU LL '- 14,chijT > prL- TC7;a Is.r›Trbt -i ..t -f1` ;11= 611 PEI?. i'ldt1• it rO�1. S I r�E� - 2✓.. ih'1P�(- -MIT-, -i"sG - x) `�LJ F'Po t?T Pcs ,T - -1 FELT - ! /ZII L r3j1 Pl'•JFT Plkl Pi ETZ - F E -PL4IJ '_ - - PT vI /I/2 (Z11.-1 1-r= fSJ 72/ &l PLy ,;;ov'ee frs&Tr Il.1� i1 o,u Ike t�wlJ. 'L -1; x c) LJ-r izez4 i?. 1-C?P E.Grnt>t^^ CQNfRACTOR TO CIIt:CK AND vERIFY ALL OiMENS ::;N_ OD NOT SCALE DRAWINGS - USE DIMENSIONS CONSTRUCTION 'TO CONFORM f0 THE LATEST EDITION OF THE UBc STRUCTURAL NOTES: 1. DESIGN LOADS a. Roof Live Load 25 psf (Total Load •+C psf) b. Floor Live Load 40 psf (Total Laad 65 as') c. Seismic Zone 3 d. Wind Load 20 psf e. Soil Bearing Capacity 2000 psf assumed 2. FOUNDATIONS a. Assumed. Max Soil Bearing Capacity _C:.O asf Undisturoed cart. b. Pour Foundations Only On Undisturt:ec foil. c. Under Floor Slabs Compact Fill to 95% WM0 3. CONCRETE a. Foundations and floor slao.concretc snail be f'C -' '5 (2500 psi) 1,875 psi. Maximum water to :event ratio; 5 -t/2 sacks of cement per cubic yard Of concrete and 6 -3/4 gallons water per 94 lb. sack of cement - 2502 psi assumed r•om- presive strength at 28 days. o. Minimum coverage of steel; 3" ;,act:-. 2 " sides. 1 -`./2` wails. 4. REINFORCING STEEL a. All reinforcing steel shall be deco:me :. intermediate grade, billet steel- ASTM A615 - -2 Grace AO; new, clean and free of dirt. b. Splices, where located and approved s-:all be a minimum of 12 inches diameter Or 30 bar dia - enters. c. All reinforcing shall be tightly tie: ant supported during construction. d. Welded :sire mesh shall be ASTM - =195. 5. W000 a Per U8C Sec. 2504 b. Joists and rafters, 2' Nominal IF Nc.- '0. `b-1150 psi for repetitive use. c. Beams, Headers anti Lintels; 4" Nominal, OF No. 2, Fb -125., :sl. 6" Nominal, OF No. 1, 'Fb-1250 _-_. d. Studs 2x4 or 2x6 HF Stud 'Grace 43 - -725 'Si' for reoet :tve use. e. G1u- Lam Beams 20F (Fb -2000 psi: (FO -2400 psi) UHC -25 -10 f. See Plans for plywooc. 6. STRUCTURAL STEEL All structural steel shall be AST :a A36; Rea, clean and free of rust. 7. STRUCTURAL FRAMING a. Framing to be in compiianee .yitn 022 : _ 1702 b. Provide nailing in 'accordance with 'ecule 25 c. Provide solid blocking at joist suc: : s and bearing partitions. d.,Privide bridging'al mid -span a` all ;,s Mier 8 feet. e. Use approved joist hangers vre e` a _:_... f. Roof trusses; Sizes to be ve :if etaired and faor_cateo by truss manufacturer. Insta_'_at cn and 3:lading shall_ be per manafactures.specifications and instructions. 8. STUD WALLS a. b. c. Use 2x4 or 2x6 studs at 16" 0.C. p°.: ':2C 1702. Ooubie top plates shall have enc join :a staggered nod less than 4 feet.. All sill plates on concrete founrati;rs to be pressure treated. GENERAL NOTES 1. Craw1 space ventilation. minimum net area,' 1 sq'. rt.,`fhr each 150 sq.. ft. of Jp floor area, enings•,to be :ph iced 'as close to the corners ';s pcscicie and shall "prbvtde'cross ventilation on at•least two opposite•sides. U8C Sac .251t6 2. Crawl space`, unobstructed access. min. 18 "x24 ",Sec.2516c2 3. Attic ventilation; 1 /150-of attic area or 1/300 if 1./2 is in soffit and 1/2 is 3' above plate line.UBC See.3206c 4. Attic access min. 22"x30" with min. 30" headroom, unob- struted, readily accessible opening. Sec.3205a UBC 5. In rooms net provided with an operable window of 1.5 sq. ft. or. greater, a mechanical ventilation system, capable providing 5 air changes per hour. shall be provided. Sec. 1205 UBC. 6. Vent dryer, bath fans. and ranges /ovens to the outside. 7. Garage and house occupancy separation min. 1 hr. taped and finished. Section 503 c 4 and tacie S -8. UBC. Garage and ' basement supports to be 1 hr. 8. Tile for shower shall be 6' above finish floor with water reistant backing. 9. Egress is every sleeping room shall have a minimum. net clear opening of 5.7 50. ft. The min. net clear opening height dimension shall be 24" min, net clear opening width dim.insion.of 20 ". Bottom of opening to be not More than 44" above floor. 10.Fireplace code compliance pe: UBC, Chatter 37, and local building dept. 11. Hearth extensions; Hearth snail extend at least 16" from thefront of, and at least 8" oeyond eacn sine or the fire - place opening. Where the fireplace opening Is 6 sq. ft. or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond, eacn side of the of the fireplace opening. 12.Appilcation and installation of insulation and vapor barriers shall comply with the 1986 State of Washington Energy Code. 13. Glazing in compliance with Sec. 5406, USG, UBC Standard NO. 54 -2 and 'Washington State Safety Gass. Law. Exceptions Exceptions are as outlines In Sec. 5406, UBC. 14. Glazing in locations subject to human inoact.suci as glass on doors, glazing within 12" on either sloe of a door opening, glazing closer than 18" to a floor, shower doors, and tub enclosures shall be sire reinforced, tempered Glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass' doors to be safety glazing, laminate', 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 r•ithin 18 "of floor and greater than in least-dimension shall comply With impact 'cads. See plans. Sec. 5406 and UEC Standard 54A. 18. Ail exterior wall glazi•nq -shall be douole glazed and comely with the 1986 Washington State Energy C:oe. THIS OFFICE ASSUMES NO RESPONSIBIL:--Y AS TO THE PHYSICAL CHARACTER ISTICS,OF THE SOIL, OR DOES THIS 0v=:CE :'Er :i•Y THE ACCURACY OF THE ENGINEERING DATA SUPPLIED 3Y OTHERS. Crane Design has taken every effort to ensure the accuracy Of the - attached drawings, however it is the responsibility of the contractor to check and verify all dimensions. The attached plar•,s are the property of Crane Design, Inc. Any t eoroduc -t_on of the plans will v=iolate coGyrignt laws. The holder of the drawings must pay a Fee for the use pf the ?mate :ial ther'_n 'be subject to legal action by-Crane Design :nc. The parcnaser of the plans allowed to-built :One Structure-per set o f plans purchased and t 11 tse re'uirea to pay additional fees if more than one house is construct'u or may have'a'le :ter Of permission from Crane. Design Inc. Lyy PQ JLAS3LFOUNDATION 9. ROOFING MUG WALL- oRFcUU -TKO TYP OVERHAND DETAIL a..Apply roofing in accordance with 'NEC ;q 3203. b. Provide attic ventilation a. inoi s 3r• roof framing plans. 0 �f'I IGVUUV1i,rtc,1.1 'f I <,rSr' E 1-;11 1 ' ' D/ '11,•I° c Fes' cf3xa2 IAMY-;P E3 sy1-11 -G). c:X PL lJ °/ f kr-eS3 --- ? 9 ED ENERGY NOTES PER 1986 WASHINGTON STATE'ENERGY CODE. Provide and minimum added insulation level of- R=38 Ceilings .rith_ electric -esistance Heat R -30 Ceilings with gas neat R -30 vaulted _eilings R -;9' Walls. R -19 Floors over unneated states R -3 At slab oerimeter, installed horizontally 24"• under slap, when concrete floors are within ,'12" of grade. -lxv r cl:1)aE F = A \j ly,,i- Al- glazing shall aed;al olar - - ^g and 'sc. •.` ' gs 9 t. shall not exceed 213 of grass floor area. Al' openings ano jcints in exL rior nails shall be 'sealed caulked Or weathe st iooed 'a: limit 'air leakage. An approved vapor barrier snail be pr3oerly installed; inroof, -in enclosed rafter -sca es, formed where c ligs are applied, directly to .the ,nderside of rgof aftes,' also in exterior walls. F't.!.NT- j W t✓i"1 L s- �' �vtiii v E511Jt !, 14.1 :.t C• Y :r-r1 • rz PL∎, /'-D. -_putJW PEA PL 4 • 4 :.Tuts; IV' 4?.( t twtl :�t,sY r� /tiro:, -3p. :21J1:y ?vw'ere' . sjiT 1 Yc7z -fur c. 2'i r ;.3 -i.- ( t.E: :. (`111 ,.iJi t "( MeJ Mid W1t7(I1 v., N G1 1L4T li - ..,f4ps ru U Fp f - o) E:; >t it: sJ r1: 20C,5 �F 111 ErEttiJi✓�. i - reit.j�i r j%-, ti l arijrA, TGPE - TTu Ftv f.7LUe e ,!• 1�=Il - 1 i -j &s iiJ > `"' %J• r f glaiing Install ,.4' :mil 'n squeen. grbur.d _dyer, looped' 1' -0 .at'; cants, and, extended Up:to 'oundatIon xail''requiredat.ali'•cza 1 spaces) HVAC'e uipment load' and' a minimum raged putout :of 75% Thermostats - controlling ;'seat' suetly to ;.dre than one room. s.heil tiave : a' night setback. x1' *11 itemmayyjalgcTioN Fireplaces ,shall ' be provided :with: a Tight' fitting fl`ue.`danoers, b. readily ac:esible manual or auto .controls. Showers sha11 have a Piny control .device'to limit flowtc max .61-3 gPm der'sho?le_ head. Water heaters are required to meet ASHRAE' °90A -30. -The Contractor Shall Check and Verily Ali Dimensions, - Altideas Oestgns, Arrangements Drawings and Plans Set Forth On This Sheet Are.The Orcginal WQik, ProdpCt Ot OWnedBy And,Are The Property Of Crane,0esign A OI This Said Work Prod, ct ter, ited To A Spec'fied Project of The, •Purchaser, and PO: COnstiucnen OI One'$dikiinjj; Any ;Use euse=or)Jis.dosure O!'.%' sure .. . ,., .ct. , , .. ..... ....- Said Ptans: Rapfodeettons Ideas, Designs And/or Arrangements Other Than Crane Design isStrectty Prohibited By Law 1N thqut TheWrdt�tn PBrM�ss�on of Cra►ie.i3 t91 • • �nSiF `?..2'1A..rfili.'L.Sh ^ ✓r:w2