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Permit 5392 - Silverview - Lot 8 New Single Family Residence
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1241- /$ 1 Work to be done Site Address Building Use Property Owner Address Contractor Address New Residence 1b453 53 PI 5 BUILDING PERMIT PERMIT # :53Q Control # 88 -229 New Residence L & B Systems, Inc. PO Box 58605, Renton, WA L & B Systems, Inc. #LBSYSI181D4 Suite # Tenant Silverview Lot #8 Assessors Account # t•7qae-,4 -dob7d Phone # 228 -4400 Zip 98058 Phone # 228 -4400 Zip 98058 PO Box 58605, Renton, WA FOR BUILDING PERMIT ONLY S Ft. 9 • Office Storage/ Warehouse Retail Other Occ. Load 1st F1:- .---- 2nd Fl. 3rd F1. Total Fire Protection: ❑ Sprinklers Detectors Zoning R -1 Type of Construction Special Conditions sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL 144.279 Receipt #5630 $ 794.00 Receipt #4536 $ 516.00 Receipt # $ Receipt #' $ 18.50 Receipt # Receipt # $ 1328,.50 FOR 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 Special Conditions Total square footage of sign 11115 PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR .ORK IS .0)SPENUEO OR ABANDUNEU FUN A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 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 10 j, VIOLATE • CANCEL THE PROVISIONS ,QF ANY OT R STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Y' Signed _5 & - jaa_ Date Z� If 87 �.. LICENSED CONTRACTORS DECLARATION i hereby affirm that 1 a�I icensed under provisions of t Business and Professions Code, and m license is in full force and effect. �%'"J� j'y) i it./ .. Contractor (signature)�ft- >! <X_!� —+— Date` "2-�j OWNER- BUILDER DECLARATION or my employees, with wages as their sole compensation, will do the work, and the ( ) I, as owner of the property, offered for sale. l ► I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date structure is not intended or CITY OF TUKWILA ft— .Building Division 6200 Southcenter Boulevard Tukwila, Washington. 98188 (206) 433 -fir BUILDING PERMIT Work to be done New Residence Site Address Building Use New Residence Property Owner L & B Systems, Inc. Address PO Box 58605, Renton, WA Contractor L & B Systems, Inc. #LBSYSI181D4 Address PO Box 58605, Renton. WA PERMIT # 53Q. Control # 88 -229 Suite # Tenant Silverview Lot #8 Assessors Account # '22q&- -008°C) Phone # 228 -4400 Zip 98058 Phone # 228 -4400 Zip 98058 FOR BUILDING PERMIT ONLY S Ft. Sq. • Office Storage/ warehouse Retail Other IOcc. Load 1st F1. . 2nd F1. 3rd F1. Total Fire Protection: ❑ Sprinklers X❑ Detectors Zoning R -1 Type of Construction Special Conditions 'Pees sq. ft. @ sq, ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 144.279 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #563 $ 794.:00 Receipt #4536 $ 516.00 Receipt # $ Receipt $ 18.50 Receipt # $ Receipt # $ TOTAL $ 1228.50 FOR SIGN PERMIT ONLY ❑ Permanent J Temporary Q Single Face ❑ Double Face [] Wall Mounted Building face Setbacks: Front Square Footage of each sign face Special Conditions ['Free Standing El Other Side Side Rear Total square footage of sign THIS PERMIT BELUMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSrRUCT1UN UR .ORK IS ',6PENUED OR ABANDUNeU FuR A PLRIUD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GIVE AUTHORITY TO VIOLATE ,CANCEL THE PROVISIONS F AN! OT R STATE OR LOCAL LAW REGULATING CONSTRUCTION ,ORR! �THE PERFORMANCE OF CONSTRUCTION. Signed-.iz 4..n L2.�-, Z�.4.ty/ Date L} —J J LICENSED CONTRACTORS DECLARATION I J1 hereby affirm that 1 icensed under provisions of t Business and Professions Code, and m license is in full force and p' Contractor (signature) e;�y2n _rn _dl�L Date -'s.. OWNER - BUILDER DECLARATION l 1 1, 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. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signaturel____. Date_ effect. FI Fe' . . III *�► VOL h sThHM (nL•rJVdJ 3s 2 1 rn n OD (fer6 V ' ��ii MOS9990902 1.1 .iar•c 1n_.� -s_.� i 961 1 . u b u ��D M + P 3u Hilo 441: fV?J1 r4-1 M H0 0 tZvi Eat I II P4 12.44 .41 0o tb, a 1111 a j III jb IP!L4 •'N 11•1111 10 A• 1/19 iiiiiitii1u1 1 I It i 1 r Ca 1 illissio i 1 ' PIM, 1 1111111111 tql 1011111 11 1 1'311111 ' /gb X41 llifil! Iiiii! 111114 Ind ilf5 Ilia% 1 41. t� i.;Jfli}ij b i ns 4 =` a !1htu 113 I. .f id d r:d i¢ ;�N r1 d g/ ^ 7. P- 1- Cr a¢ 41 ,10 00 II i 0 O ka N s CO y1 �N..Ni 1 Y1 I 1u ZIZ .. ti .� �P.I"_ to in w u u 00 N 4 000 'dCC13]3 4 q�N�� • W J� 000 X q ti's Cr l7 C A ., s. k LL � Z Z O H O 0 w *. K © 0 0 0 LL LL LLJ�1 O W ¢ 21 002 Q 0 OJ 4d4 n wN �Qy.... NN 000 u w,,Ias co M ¢ � j V G41 4L7 ¢ n uO 10 0 4 Z hm O G CO 0^ W r-0 �ulmw�w� ��LZ 0 J J J U 1 1 1 Q 0 z w W p O J JJJ u 22 4 4 1- �h^1 J J J U ULL! r r1-l- - LLu.a M Po N S uuu z w i •r ` 2 u_ N 0 at u. 0 to rn O ti') 4.4114 LL O tp r OR AS NOTED ON DESIGN LL O O CO O 01 rn L. O 0 N O iff N N ci LL W 0 cC 0 N u. O O N cc O 0 a 0 0 cc 42 ONI Ytn U TOP CHORD } BOTTOM CHORD] S N w ti (n CC W L0 L0 W h Y N W h 0 t W 0 0 ¢ V) , It ! I ;1 ' a 1 I rt bad g - I - r w 1 b ,i g Fqr h mg platigh Oga 7 3 0 a S 7 M V q V g; :qua 6:64 8 11 5►0 �y p •• lV n • N 4ph • °1O ^' w 1 pc 2 � 2 h z�- w O O W p 6 � Q u (9 0 g 2 a Z ■ W 1'2 W W ■12 7,14 g r4 144 ,s4 0r 54 5 S Fon. . M N •�. N Di 14 ~ N a � m eat a ,. * tl • • 77 VA • • • • O� M .�I h MI SS z z J • N, G w 0 7 O 0 Q 2 2 O 1 W w C .s : w to cc N � z J 0 C u'f m � Q r 0 8 z ^ 195 IA. N 8 N T 0 • 7 n ef el n h sr A • a z 9 0 0 z 6 r 2 Z • ■ Ce r N 2 4 0 0 0 0 in U NN W 2 W i m W 3 p N 2 M 0 M M u 0 2 aW ■ J CITY CF TUKWILA Building Division 6200 Southc,nt.r Boulevard Tukwila, Washington 98188 (206) 433 -1849 G nvM.+uel,450..w4,..is arrtattai. .1.4.4 ar4:(w,vh.'yyx iN1.F.X.I.0 0t+34$1G4$,YAA4ViM'HhvV:76A,V Rten.1:Cf 4WiLiT2ANNeAVAi'.S tit ftb4t.GW INSPEC.ON RECORD PERMIT # Date /i/+'9 Type of Inspects fl d __ Date Wanted /// " ' Ci a.m.'p.m Site Address /.K o4/5.--3 3'31 - Project S, f e -c-,,e, .4= Requestor Phone # Special Instructions Inspection Results /Commits: hl% Date/-/1 -7,9 •;`�:R f+.f,4.v�, ° !�b�'hf1�!b�kJllaUiixS7+G� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ....«........,..,...,.. ........,.. «•.,.w. .+«.. ....,..-, ai er u.... w.+ K. a, rr.w..e 148/.r s. Smar ty01.110.s.:n,sr:.z,.Mi,Cfnt, iV iii;'JChW.V.te,y» 'Yt;37x;.,46V: • INSPEC3N RECORD PERMIT # 5:2719 - Date j1 iy Type of Inspection Ns1464074 Date Wanted 7. ' /. -is 0 a.m p.m. Site Address /4 e/5'3 3ed la S. Project ` / . ey Requestor Q4.42,0/ Phone # 8' 4-(5/6 Special Instructions Inspection Results /Comments: a Inspector Date /,,1 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard 'Tukwila: Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPEC }>>N RECORD PERMIT # Date /P 6 Date Wanted a.m p.m. Project Phone # 0 Inspection Results /Comments: dif ?7 Inspector Date /o2 , 7° —ePeP fl• `CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ;i to Address / 6 c/ tequestor Special Instructions rtYni,v>,.Y+ss,��,t�w,Nwue� uawv+rn•••Kni wsaANu MNULUigacWx••••∎• oe 'wBSV1.4.i!ii*Vee.- 44.UMNIf5811 •,12412..W VOLIZddietir:'*'. INSPEC1 , )N RECORD PERMIT # S 3 S 2 Date ! I — .2 5— Date Wanted (Ajaj h - 3� - Project Ste/ ,,) Phone # _22.4 - 4/yo p Inspection Results /Comments: /57;744,'',7 /4. i- 02 id peel Z--es Inspector Serl/Le/ Date / / ge)gr- CITY Of TUKWILA Building Division 6200 Southcenter Boulevard ,Tukwila,, Washington 98188 (206) 433 -1849 Type of Inspection V-6)-<—•-•.&—/Eal, Site Address • /6 cI r 3 Y.- 3 Requestor Special Instructions INSPEC7N RECORD PERMIT # !� Date 9 Date Wanted 4-vcd1 9 -9 -.311 Project Phone' # 2 yy, -7/ c 8' .,,, • Inspection Results /Comments: ("4 /a Inspector T'`ri 244,■c/5);.t/ Date q -9 -�'� • tdggt + tieig5u{ 1*ViAtdAt1SG9GIYMw.� • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions INSPEC ON RECORD PERMIT # 5 39 /6 .-(5 -? I 5-3 ILL S 6 a,-E. 19 Date '-.3/ --7 Date Wanted Tkup..,. 9-/-W j p.m. Project Std, i Ca 4R- Phone # yT _ a 9 ,44- Inspection Results /Comments: (Wr 72' AuY Inspector�.�, Date 9i-AS) M'FFF KQ¢OC Vu v w 0000 r 0 0 1010 OO M m� 0 OOOO ^ I-,-II- 9a boon Ibmos�s2Y3aa W0.14 14 1 W ▪ ,•• J J O w w O♦ .m 0 • du. 3'n 1 W1IXIU.N WF 0000 r r W110rLILRI Q n .�1 J • 7Q 4S4• I oQ=MON NOM JJ.+wh {lAh��opw 1 r • r r u1Jw011/1T IIN .,� A 4 _ / I J Q.11AQ u �WMIfpWP .1.JJ.1 uu J►�1`4. p.p. "1-1-.0.0-0. M M .. w Ms Nl�uuhw ImmorrIgoomp • • • 0 c 2 1(0 A 0 q w 0 Q a 0 2 W M MN 8 lA N ARD OR STUD GRADE HEM N Jb • •1 Pt MAXIM,: FORCES (11x56 -9) 11 - 7135 T1 -7729 13▪ 0. tht N Ii r 0 ta a v f .,; ti • 1161 rr r ► L' ' 2 M • ▪ • n ow Y • r •ao• . C •' �•J w . VT1...Y • • r, IdY�jr a o r 6 • lig 4a wales ,.�wj w 411 4 4 W [ t t •4116 k33 r43�5' 9' 6 OLT 14 49'11' 6 ELT 14 . 4' 3' 6 'KT 13 0 . naa n w .� n w mein r. 160 40 40 N / Y. p Cora Aft 1 Mbr. Girder 2 Add -Ons to 2tr.Chord Truss Top Nail Clot. Goan Chd. Bolt .a44.n.n4♦ rl - rM►- • Y Y ••.041410M4 w ssiinroaa Y Y. 1■ Y i Mbr. Girder 1 Add-On to Bt a1. Chord PO zia ai A6 • C 1. ra 42' 8' 4 N/A 37' 8' 4 N/A 32' 9' 4 N/A 27'10" • N/A 23'11' • N/A 20'1.10' 4 N/A 18' 4' • N/A 16' 4' 6 N/A ii' 7' 6 N/A J 1 Mbr. Girder a ., • 414141.414141.16 6p.OwNM•ww . N Ii r 0 ta a v f .,; ti • 1161 rr r ► L' ' 2 M • ▪ • n ow Y • r •ao• . C •' �•J w . VT1...Y • • . . . - - .. Gene.at No/ea. reM,1. r.•..•.-s.• now . - LOAD DuAATepet INCREASE • I. 15 1 Drs{^ W 4001,01101C0 as frurr• 464KrY *me *mom e4r'e'1A r =� s _� - SPACED 24- 0 t sue. as temporary are va 040001 OAK.; 10 se 410090ee and •• -- LOADNG 2 Des• gr assumes r top am swam a +o-oamat tangos E. aced 03 �ti ^4 . LL • DL ON TOP CHORD 32 PSF t+ -0 oc an 12 -0 o4. tespetiarely . 04. ON BOTTOM Ct+ORO. 10 PSF• 3 Fa r ecommlenoeabac. npaelaal see '8rac•rpstrooeTrusses 8wT _ . - TOTAL LOAD. 42 PSF• -76 61 Ise Truss P.16 I4hhae , - _ •S 151 REDUCT 0# Tar EN ON - 4 1:3cetrt•nwus bte,at web bsea'p 466 6 s�+o■n - BOTTOM a 4080. AiIAL STRESS 040Y• 5. Impact tr elp•np of Weal bac•1g recOTmeneeo.tlert po..n••- REACTION • 888 6 mstaaaf.06 d Puss 4 Me rers1OnsdMy d Ire ,especine 00000410 - .. - MA%uWU TRUSS MEMBER FORCES 7- Des.pn assumes husses 410 as be road al a ron•earosne ~on• _ _ meal and are tor 'cry car04.06 d Mt • 1 -1 6. - 968 3-1 r 866 W-1 • 117 < LDesgnasswresluaaear+ +palaasupportsstronn5'•'a"eo0ea • necessary. S. Design assumes aoequin drinpe is pro..d4d- TEaK s t0. maws 4646 0e 'Deafest en bow laces d suss and plated so Pee crow Imes ea0cee rum tors 4.0010/0010 ` ��"!! C- 2.5x4.3 to tie -0n r~ •y. • y�'�:- ALTI314TE SPLICE (8-i) C-2.5:2.6 to 22'-6" - ,y° ill, J S. . IMMO 11D SPLICE �- C- 2.5 :4.3 to 24' -0" - 4 SPAN TO 24'-0" SPLICE V1OODINVILLE INC. - '�,. C -4:4.3 to 2a' -0" c 156 - , � P.O. BOX 287 - -',6-77 g s ;'` WOODINVILLE, WA. 98072 - ;«;' ... �...� ° *Twa y:Ka ABOUT CENTEALNE -. - - FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIIAUM GRADE AND SPECIE INDICATED : = -6;•;.L.;,:--:-1/4' FILE NO_: TRU22 - 24 -6-42• / CHORD - - SIZE 2100 F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F SS OF II 1.OF M2 OF S� `may . DATE: 6/1/64 2i6 - 24 -0" REF: 15-1 DES. Br: Sc TOP CHORD 2 :4 20' -2" 19' -8n 19•-0" 18'-3- 17' -9" 17' -1" If'-O 16'-6" 17' -S" 16' -0" �' _ - BOTTQM CHORD 2 :4'�� •O STANDARD WEB MEMBERS - 2 it 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 42 HEM - FIR OR AS NOTED ON DESIGN .t7-ii, = ' �`- f''�'`` - - - - _ : - s-_'._.r _r - O u L r•O tl ii g 5 w l ! 2 iii 'xg 6 1 h V � Z is " 1 xa o. lie 0 1 4 /114 VI 1 p 4! li ? 4 etc; .* q� Y F m 4 r $ «i blibv 3$o 2 i ^: L ARPn :!el EOC£ « aZ? c i2tt210 11:112i U Y - P a'VW V '6.s TI.:7- 1.ft i3- • r, n wM d wi MO ^24 n Y E iii e H a s 3 ,4 d a Tir 43 EP it PEA i : ill 111 i 1! It 0 p f3 Y Y U •h tgwp.! 0k z1 %2Nisgt4 il w t .' ; a 9 . rctEq ; lg 0 i 2gNygaFla N b. w1S >-'z2f Ni g E b 1 3 F., g. r t� Q• � � %. ! o U 5 YYw I• Y N OL v v w 9 u � w Y i � r o ,_ N 6 446 rd r: W WO N W. m E INDICATED SS NOTED ON DESIGN UD GRADE HEM - FIR. UNL WEB MEMBERS - 2 x 4 STANDARD OR \,...... . \.....• �: • ., • LoaaowT,a.++cwc , sc t.q .wn.ra wows a......m.�rc CQmpllT�uS Inc. _ 1.a&p wrw/1uM.•..t.yai...,.l.t.... 3.24121 of ouch as wa.,ti . p,o•a•nt rnattq r � .wr.t ..v Lo+aa•c ...kw ty..r. L O.al.wa.a,wr. Pa Imp w.+rYrwrM Wtl.rartr7 ..-- -...r -- ...�..�» u • of ow To►bow 32 ►s, •r as. WWI w1T.V.ta"p6G.ay. OI ON SOT TOW 040Na - 10 IV• i for Noe ew,.. ..tme**OIaaM.'Mao.Et#metto.aO.R TOTAL LOAD. 42 Ma . PEW wa Mau tYMWINO Alt. 4' -0" Flat -top condition I WIN Dow * • 1:3•llgtsl •w.+-»«..wt-..'..rr•. on span to 28' -a0 "• Plates s ww.•...... •r•ata...a.w..r. . �� RE *c • 1334 f. NaI.YYn 4Inos 4 to nyr,..bttt Oa moantoo2dar. 2 -0 shown in [ ) • wxRRtl+tRUSSMEulERtORCEf 1. p .dp.r,wrtq.wnwryodMSw.r.w�.�r+► lir -1 T -t • -St1i hl • 1044 11-1 • -S{4 Aawg ��44 statwwrbM.rtSwot..e.t ►au s r T -2 • -1311 s -2 • 1335 II-2 • NS .noun. t:a•I C-5.$.1 t.. 114'41- 3 ;0" 2.0" «0ODINVILLE 11%113ER INC. ''o•''w°'•""'•a•'o'w•+w' "•+a N Ann Mal t.Wool et Ma bon rw at trw to t•ii t:•to c -t.a.I to 30- -0- •.o" 3.0" WWTFC p56 ta.. fro. .o,.11t..M)d,t mow Inn C!; II. Etots acautYttttrltaatt.t u.al c -3.3.4 to to -_.- 3.0- 2.0" ALTERNATE eruct (7-2) P.O. 80X 287 k 4i• Aq ILFut.. t1... IptttwttatCi .w.I.hokramlutlaa.•+ ^, (; ■a1 C -can.! to 30• -0" CO" 3.0 "= a ,� Q •C:wLC ARJI 4311 (2.0 c -4.4.3 2. 34•-4- «0001NYIU.E, WA 930 O �,� ���4 -,Ar. a< taIN•c.moirso NOmawww..wa w.renr,olear. �• .4. _ 1,1 (:a•) C- 2.524.3 t. 34'-E' t - != « rIr/l I!)tiflttu/fp�wr��rrrtMM�rtw7tK ,2 t ►Lltc C , 1777: ON parpwsow stoauwa,hSt�2 �!!!ft.„„. r (3.f) C -St3.1 t• 34'-4` !.3` s� pwr1.•,•4-r..�wwrwtsw•+uw. i'�� �\,1 [C- 4x9.4] 'i'A., (2.4) C-a.4.3 to 34a-i- 1.3- .0 d h. ie ND MICE r f (C- 2.5x6) c -►.2.4 t. 3V-Se f SS 1ONAt N • • Alt.5.5" st on span to • :;, (C- 1.5x2.6) 1.-{--- 28' -0 " Plate shown in 1 j. -./. 3 EONAL PANELS 0011010 CNOND e3t ' .r 1 _ L" (S) ` Qf - aouJ1l c•!S24.0 a 3410• �M+1 - 2.3..3 t. )7'W t t>._ /�QO s1•�LJ� �- f NDI-nR s .0 -lt � • CtTtL1N MICE ALTERNATE SPLICE (11-2) ) C -2.5x6 C -7a4.0 to 34'4' }t ow "N"..., NO stllCE C- 3.324.0 to 201.0' 2.. [G -5.5x6 jWedge1a c- 2.1.4.3 MI 14•.4• '''' c -3s.o .., In - -�" C- 2.5•4.3 to K. -0" L'-2.524. ' 3 t. 34'•0` saw TO lf'-E (C-2. 5x4.3(NS) j C. 3.3.2.4 f. ••• a 'r",� st'LICE f C -5x 5- 1 (Spl) 1 C -323.1 to 3..-0' �` - R 3471 r i 4 ...spy( T•... a• •N• .•- • t..It.b.ht Alt. 5' -1.5" Stub on span to 28' 0 Plates %Mtr, - 'a s shown in , . 'w ~•'' FOR THE SANS NOTED SEt.OW. UMBER SHALL OE OF THE MINIMUM GRADE AND SPECIE INDICATED r,1E NO T.,ra, - t4-4-42.. GS ZZEE 2400F ' 2250F 2100F 1950F - 1800F 1650E 1450F SS OF - 01 OF 12 DF SS HF 111 If WI[ "I /a/ NAP A 2.4 - - 34. -8. T • . aEr t3.( (►F..t• (�' C••DIw 2a4 W' -0- 34•-4- 34' -f" 33'•3' 30'4' 34•-0' 34' -1' 301 -1' 33' -r 306-0• • sic, Suaaaak �SOTTOI,1 cMOnO_ 2.4 34'-0' 33 °•0' 34'-0` 34• ■r 34•■0• 73'-4' , • } Ad2.7 WEB MEMBERS - 2 s4 STANDARD OR STUD GRADE MEM - FIR, 223 12 HEM . FIR OA AS NOTED ON DESIGN • : .- is 11 . iii 1 ' ai li 1 • I 20 : i .4 a° if 3 8 i I; fli • a . .. ii g 9 . 15 l 1 111 illa;iz : x s illaal' : Ili It gab 1 i'l°44 :1§bifit:-!!i. VP! 3 .+ N 17 r N d as w d jiiiiiildi inglii04101 M Pin ft oWei il a2 M PS# r 02 Ea g0. h ♦ JJ 1A 1- 4. 117. • .• nwn �an4AsA1 33233333 all 1 1 z v W O 0 O 1■• 0 z W J wiz 2 cc W 2 W 0 0 N 0 cc 0 z ti N 4 0 WEB MEMBERS vi/ SEO. w- 81c* illee, bp, if i I I vi U11141011 111111111 �a fir i raj a '$e .. s� gig .1„tri lit i Ms J iJ� b it 0 Z or S OOH O m IO N W T i 1 ?{ sari!! 1 aaaas , l 144. 1ZSi; oe■ TEti 104 :63;9991790Z 4- 4090tiL` LTG S Wd9E :£ 1 t ?3, g Le —EZ 76 t *1! 6f12lildWQD a Aa 1N Earth Consultants Inc. Geotechnical Engineers, Geologists (! Environmental Scientists August'5, 1988 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 8, Silver View Tukwila, Washington Dear Ms. Bradshaw: E- 3473 -8 RECENTID CITY OF UKWILA. !8LRll M1N0 DEM' We have been retained by Novastar Enterprises, Inc., to provide an opinion letter to your office as required in the SEPA conditions relative to construction for the above - referenced project. 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 recommendations for founda- tion 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 plan prepared by Crane Design, Inc., dated January, 1988 and submitted by the owner of Lot 8 in Silver View, which we understand will be submitted to the City for a Building Permit. Based upon this review, we conclude 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 the storm sewer, that foundations be placed on competent native soils or on compacted structural fill, and that all cuts be made in accordance 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) be retained to examine the site and footing excavations prior to placement of foundations. 1805. 136th Place N.E., Suite 101, Bellevue, Washington 98005 Bellevue (206) 643-3780 Seattle (206) 464-1584 222 E. 26th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 98411.9998 Tacoma (206) 272-6608 Ms. Moria Carr Bradshaw. E- 3473 -8 August 5, 1988 Page 2 If the plot plan or house plan should change from the current submitted drawings, ECI should be requested to reevaluate the suitability of the site for the proposed structure, and to respond to this effect in writing. Our review recommendations and conclusions are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Respeotfully submitted, EARTH CONSULTANTS, INC. 4, Glen Mann, P. E. Vice- President DG /GM /kml THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLAN UNDER TUKWILA BUILDING PERMIT NUMBER ,5319! 1. No changes will be made to plans unless approved by. Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspec- tion agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 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), and Washington State Regulations for Barrier Free Facility (1986 Edition). C1_ s City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 1206) 433-1800 Gary L. VanDusen, Mayor August 9, 1988 L & B Systems, Inc. PO Box 58605 Renton, WA 98058 RE: Silverview Lot #8 This is a follow -up letter to remind you that the Geotechnical Engineer's letter for this project is required prior to further processing of the building permit and utility permit applications. Attached is a copy of the City's letter to Barghausen Engineers addressing the submittal requirements for the Silverview development. If you should have any questions, please don't hesitate to contact me at 433 -1851. Sincerely, ,e2a4444d Becky L. Davis Permit Coordinator. BLD attachment cc: Bob Benidicto, Plan Checker ORDI.NL\KICS CO( PLIANC.P.• Pat■TINCia pRole.:611.4:kaftio--Lor - DO -- t41 614667 1 OF 12Art 638-Zz9 4 OCCUp&NCti q1A0UP:-3, 1700aLtliCii M-I lips OP CONMJCTION : \/14 ui/-svp. 'For. 6t4 &NrAee- -stid.e.foF D1 La1/41-1- er Ii ogii:mtt 4. LOCATION ow pRopEON Oik -1-"'L toNt-Ls 4. LC i OF oPGS, e0014G, 3.WT/NQ erORIM: z-k-b1/42m o,w, vs-x.• 4. r\TLJa l'AuV.11, Cove "FMAZ -M.F_LATiot45 ee.o1P, CoektegS -?Covicr,ED %RCS Mom. AREA j212 occuptokir LOAD: tv14-ig (-754/ uppER rzi5-ce erovu--=. A0242 oe_ eCKp47 -t)Et.*--= 7-40 oarAi Lep REQuIREMENT6 Ncem-vo ot4 pe..A.N5 15z6, ococ.up&sioct: 0278.1tIFS oP Cawywderlosa_ ogie.• "AtA feiga5 no, at< id- I 0_,_coos REGUL&TIONS: 11, ENclINSERINq REGO, ir REQW64 otheck<et>ceR 'PaotA e-Nrclk CbtAsuLTAws Foorrkct IzeisttArs 0;4 pw,4 ts._ compLIANGE :fizc-r7coetwe. AcetRoAak VoiK, Va2,12120K-A? INsTrit.L9 Lae-5 13, COMPLIANCE .%//. CI4APTER 51-10 .114ZA,G. : N14, !fel•A II _ __ 311-1)ENNeA) l.-ioT cvrCGk T.sT, Z510.6-5 soot) 'Foe. zv ` ■40k111FG«Xz- (Fi2,4M'EO = 73, tx.P 04a4{ 4)(‘D Z 'fi = tz5o Ooker. cAse, ojNC1 (&'. -1- ) () = 564. t,cbt CASE 6(7A -1J 6 `G , c, cgiec_v_ cgkow, SpAt4 r-(2)(12.5-0 41,91 ) (5-ek) pAgs Vwc9ccato 8Z. ! 4x t 0 C - extz I 51/5)( 01/z. &t13. OPc101-1 a ,.6-erocaAn 9.64 SeaN GLE,, = 5V5)(t0 2 6 94.2 A = 4g %, -atom, 7(.7 t(aS OM 2. PF I R= eco (, - 5 - 1(05-•SI top_,_ 'k, . - -Os ( )65)6) 413 PLF gn3P6F Wizoc, 7 [0+-44(1000 ) 490 pi- F ,K wI 13 N- , C?;) (i b') Z.S9 15 11.. O; C RE: 6i(Qc)i) f„cr PERSON CONTACTED: PERSON CALLING:''p DATE: 6 -Z-ee INFORMATION ITEMS: TELEPHONE MEMO L 0.26--44Go NI/ILA 1908 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (208) 433-1800 Gary L. VanDusen, Mayor TO: FROM: DATE: SUBJECT: MEMORANDUM n-av9' lue Vizw lot /* 8 C)atuO 17'('1 / , 2J'6 /98' 4 (,�- �t�oY,�x� & �l � , (mod., Adict t . (21035- X 1/Qi, ` (i; = 4 130'260 Grouch gi9G4 x 1q. C,q = JO,llrg,gq 191)07g4LI (10 /T2.MEMO) CITY OF TUKWILA Divisi 6200 SouthcenternBoulevard E3 LP DING PERMIT APPLIC'TION �tj Tukwila, Washington 98188 ( Control # (J -c2,?q (206) 433 -1845 \'• Site Address /IM5‘1 3 gyp,( , Suite# Floor# Project Name /Tenant Lot 8 Silverview Valuation of Construction Mil Assessors Account# Property Owner L & B Systems, Inc. Phone 228 -4400, Address P. 0. Box 58605, Renton, WA Zip 98058 Applicant L & B Systems, Inc. Phone 228 -4400 Address P. 0. Box 58605, Renton, WA Zip 98058 Architect /Engineer Crane Design Phone Address 10803 Kent Kangley Rd, Kent WA Z p 98031 Contractor L & B Systems, Inc. License# LBSYSI *181D4 Phone 228— /I'1-00 Address P. 0. Box 58605, Renton, WA Zip 98058 Class of Work :E9 New 0 Addition 0 Tenant Improvement fl Remodel (residential) [] Reroof 0 Demolition [] Interior Demolition 0 Other Describe work to be done New house construction 1106,/-4:0074/6 m,7 pg'Gr' cevte4/) ii i i f' &'A 7771/j5-5 Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 2635 Square footage of tenant space Building Use residential Will there be a change of use? D Yes gs 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 01 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) t/1-Vr7 tL) taaA,i" QY 1,'(IiviQ Date Phone aa -/-lc/a OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 791/ , Receipt# Date Paid Plan Check Fee (000/345.830) ,s— /djc,w - Receipt# y 3 b Date Paid 7• a 7' 6'9 Bldg Code Sur Charge (000/386.904) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) /5;00 Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL 13 17,y1), (OWES: $ g / ,2 ,50 ) SQUARE FOOTAGE /BUILDING USE INFORMATION FLOC) USE Occ T •: SS.FT. • D Square Foota f Entir USE Occ .FT. LOAD USE Oc T B.ildin • OCC TOTAL TOTAL Ss.FT. OCC. U TRACKING DEPT. - DATE IN BLDG DATE OUT 1-Z1-.68 FIRE PLNG a Le ✓ COM pprove or ssuance ype o onst. To Mahan: _ Date A• roved: � ' .� v Approved Initials) ,iall" Per letter dates Vil"'l Fire Protection: 0 prin lers ,2 Detectors •s- /;,•, .,..,, .... c. G- , /;, / „'; rr'� Y -,.1�/� Approved (Ini ti al sY � vv- 0 BAR [J LANI : -.- 'A CONDITI2 Zoning 12.- 1 -q,1,0 Setbac s: N 0 lo` S f 13` E 34 W ' Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD 01264(161 Approved (Initials) Per letter /plans dated it 6 Ieftelevr I /8n M am Nis 1••1Or- it IN not um a* R Mr aid •re loiter' sou arm, s 1w 005 0101•15, •15100 all It ili+IR1wamam an • am Ow Ow Aim wranOWso quest IBM 10.' **ma ow ow* ■00 01 we most • Aram 1•01+115 .w- :1 Mtn NM .100 00 XXI Wiwi YUKON RR, INK ON at 010 '1 NW 11•000i•n000 . .1mM m0R�Ot - Yw�1Mst- Oe�1111•;. -R II f1Y0 n. r. 8t OK is11;' *4 +Sett:. YnG•pO. 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TUKW L A APPROVED AU 1999 cm( OF I,:°.'..1iW5N 1 10":.:14„ t'. DI lSION .f•(v.f�j Alt trieaa, Designs, Arrcnpaments. Drawings and Rafts Sot Forth On This Sheet duo T • Calginal Work. mutt Of. Owns/day. And s fle ety eff 0034 0, And Use Of this Saki Work product to Limited To A S "cif sd Protect Of 'Ms Purchaear, and For Tho Conednuctfon O1 On Su Aety tisk Rama* sr Of Old Mans. APPrOd Ctiohtt ides Dee ktnif MVO, Ansf!dfnefrtts Otfterrhaft Cs ilo Metal * &Oily Prohibtod t e*Wit eiit the demo • CA ARP ALL tieADERs 'r� . ' 0 L€'. (JNLESs NOTED OTI ERW%SE • '2) EXTERIOR wALiS.. TO BE 2X c� ESS T E . OTHERWISE 3) 'CONTRACTOR ,SHALL ;mitt* AND VEf iFY ALL. OIM 5EONS ,B ORE CON -I /WC i sw +r- . roe t,.; ' M` _:<,:•n .f• - w IL? 0,136 t1 /5 1 Fir ! i. ALL "rroot0E. M4RRGINC.jttSet5MiG Atickto tae Pete fit•. 314• Ca) T) W} C)c3C,tO� o Co v- tacrAlo N 14°11:70c-1- 6e Co SQ °1bt Lsot *i O'at VAMP \I(1Jftr lit I .�'�..aifft► IN6'TAtsl. FurztitFQE 5 .704 u. q' 5pg 'Thvolpe Foe coksus1• oN A R Pee crier j 2 ti•M1G, GARAGE cct MAIN . FLOQR p i /4• CITY OF WI APPROVE AUG 6 1988 OHP cn Y O yit 3 2 i 3fw-E"'8., PEe-k a-ito .1519 srr *Pte ice.. • 12 5,v scz pr. ga55 5t) Pr. — The Contractor Shall Check and Verify All Dimensions. — Rio oII i4� All Ideas, Designs, Arrangement*. Drawings and Plans Set Forth On This 9fieet Are Tne Original Work. Product Of. Owned f3y. 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 Ocaign Is Stnctly Prohibited By Law Without the Written Permission of Crane Design. h to .,1,1, Drawn By: Date Sheet 2 of 6 r , 9.A4P4- _EEKBA(. AP20- 1) ALL HEADERS TO BE 400 DFI UNLESS NOTED OTHERWISE . 2) EXTERIOR WALLS TO BE 2xGr UNLESS NOTED OTHERWISE 3) CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. fl 44. • ..-A.f,•.54‘..:45".',1:.. •a • . &t4 0* 1,-.::1,411,J. —The Contractor Shag Chack and Verify AO Dimensions. — 4.014401414144■014•104.0Inalia/aMIIII. ti11.144111441.1•14001001faill PER FLOOR P 4" AH Ideas. Designs, Arrangement& Drawings and Mans set Forth On This Sheet Are The Origireat Work, Product 01, Owned By, And Are Th&PrOPertY of Crane Dadien. and Use Of This Said Work Product la Limited To A Specdied Project Of The Purchaser, and For The Construction O One Etuilding, Any Use, Reuse or Dieciaature Of Said Plans, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design is Stncity Prohibited ay Law Without The Written Permission of Crane Dettign - , ft • f iiiiiii 4i11111111111111 1111 ■14 t HE COMPLET 1 Fir 41b rant op.i Mf ;lMt3M 12.r TLttc K '�L�t�1P `�`�►JF.3�a For- eairtFoRcmt I Oc A t M 5 .3 04 (c.) -$1:1, .1 t,t1E... vl-J. r t%` (GO tt)4= IRR 650 Ftsgiti R7 i- oT 1' Ct //V,6(zi ? -.3(-) "Y.,'7 tw- Oil 116g441%. n Id (,Qx, tir,t, IC`C2ft9G Falit Nq M OMQiiv! . fOUNP...4I1ON.. slid 10 Erma:21 r — The Contractor Shall Check and Verify All Dimensions. — TAT i-y :qq.'W.ir- i °. ,SA . �.I b•..5 CITY Y 3;..y ?SZp i{i L 3 fu1rN IY OF TU WHA PPRDVED AU ` 6 1988 IL `' NISI All Ideas. Designs, Arrangements, Drawings and Plans Set Forth On This 3 eet Aro The Original Work. Product Ot. Owned By. And Are The Property of Crane Design. and Use Of This Said Work Product Is Limited To A Specrhed Project Of The Purchaser. and For The Construction Of One Building. Any Use. Reuse or Disclosure Of Said Plans. Reproductions. Ideas. Designs ArtdrO* PJrangemenfs Other Then Crsne Design Is Strictly Prohibited By Law Without The Written Permission at Crane Design. 64688 M F� Tt- Aes a took piu„ vetit oe.4. 1N f' TR.VSSr a C'qg erg Flutos e t.' i,c.• esteem. zarisi gArregi Zed 0 JUL CM' OF it;Kvvik„41, n i -- The Cormsctor 6btu Grmck w VOA M Dimensions. — ""iii' r ,';s'•:"..'. ".a�' M ?{ £ . i .::'.r.;�. 'E!' .x `"7 �..:r .i c� n' ;h. ,,;tr r� ,. i ¢"�' f �i �s av„,< - .�- ,.�^�� � ,,. ;1%1'14 w., CITY OF TUKWILA APPROVED AN idles, D.$ qns. Arrangements, Drs+yingtnnd Plans Set Forth On This Sheet Are The Original Wodi. Prott4 Ot, OW r ed Ey. Anti Are The Prefaltf at Crane 001074 And Usa Of This Baud Work Product is Limited To A. Specified Proloct Of The Neste/44m and Pz'ct The Construction Ot Ono Huila . Any Use, a �d O Said Aims, . West DeepsArwvcrAtre,+ ,tsO rThenCrane le Prohibited aw WithogtThe nPer of Grano M 61031- 1_.fit:.. `e c: .J�l' %`L't .YN..Xw.�±:.-�?:i'wrt•�!rR�.�' '4- f.+'.iwo ii..,r':... 47:11!", ; x% At! ideas. Ossign:. Arra nenantw, Drawings snd Plans Set Forth On This Sheet Are The Original Wort. P odoet Of. Owned att. And Ate The P:opatty of Clam CO*. and Use 01 The Said Work Product !:s Landed To A 3gocd id Prc s 4 Of The Purchaser, and For The Corneructicrt O One fwtdine. Any tom. Relate or Disck ewa 0 Said P%*ns. ReteoductlonA kteta. Designs And/Or Artangornenla Other Than Crane Oren to 8triray Profiled Oy Law Without The Written Permigatert4 Ceara DOn viii 111 i�iiilllrilllllllliliiiiiiiiiiiiiiiiiiiiiiIIIIII11llllll11111111111111111111111111111I11 M 1111111/ 1 , ! , • . 2 4.311 AL '24 SINK WALL 3/8 , at' MI as Eosin lb sin im Mani IMOD r to ow am ram am ow so aim. um 1... IMO AN 1111•11MI MOM AO Mb —- -- r• am im• orntliitie• awn OM IMN MO IN 1111111111111••14•• imam INC? 31•18.111•11•111•1•1111111111111114MAIII MO ••• 11111111•• VS --- MO Illllio an I. Ina. 4111•1110 Mill= Ms Me OM 0 kl.IllPlni••iI•AEIIIIMIIII••• •05 me •iii 0 Want MI mill so ma./ lin . AMN OW t•1•111 Ulf N m T111•r 14.1• mt -Nor a •11 AIM ...., it.......4......t....,......, • –......4,16-9111 410111‘....:.....................• — -...... _.:,..__. Wage or mum iirions. morose seiTes ma= ..air imp memo Mit atis.m4/0.1•4 is/ Imp limo imo ark mut Mt 44/474acome 41•448* OM art es mon alp Ow it, 411•406 man it. 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Illot MP 1101,101 fli. at• am loss. tiet lip "wag -Am in an mei tiMaiso••• mg NO gal *SI III AS MI IMO MR NM VIM OW 1101 mr- dim as Wm Bo IIIIIP Ma flo• •68 opt ato.rostati• WO WOMB NM t 10 IMF 1/•• IMO art we woo lot • mew' is; emus me ea smi gm sit ow boob mu -- 1 lim Olt MID MK MO leg MO 11111C•1111 Ow iiitalint f• ' Swan ale MO imull• MO ow um oll NO r..i• alp IMO MO NO gm 11.1•11.10108 NM Mt 1.11 ea 11112taitla sop WV. MN we tel• war No Ma Oa l' St --- •••••• Me in 11111•1•11 Ow rap•1•0 -- NW MN MD 1111141•10 NO 01•10111 MI —1- ■•, .• OVEN !AU: 3 ISLAND 3/8" AIIINIMIMIG.1111111.11•1111110 1 • 4 section thru. 1/4° - • - 4 CITY OF TUKWit APPROVED )1988 Bd L.D1 - DIVISI CrtY c 'f':)".4•0iik-IA t)tif-'t All tdess. Designs. Arrangements. Drawings and Plans Set Forth On This Sheet Are The Original V.fork, ProduCt Of. Owned Ely, And Are The PrOperty of Crane Design. and Use Of This Said Work Product Is Limited To A Soconted Project C The Purchaser, and Fat The Construction Of One &sliding. My Use, pause or Otsekseuro Of Said PUIAM F4 eprodusites. Watt 0.0E* And/Or Attetvittmmto °the? iltart Gnat* Design kariatty Ptottetited qy Low Wa.tmut The Written Perflatittlefit *Wei Motitt. • • • -.. . , . • lcD --4.14tAt.12Ateitt4V:411./A1 • ^ . . --P1":"Zi; ' •–• ' • rocfru K`'• >` we! ;;lore 1.11''1 -'• tAttig 0'40_..1 _ .. 411 frrtlUatadur -----141=14 :' r I is -iii Kw -� �.K4� "•'j' 11100.441.1. 1.5ifor'.41614=rwe 1G r' u WiV Wl {?J' o� gal C- • ZdAflwtt, tIllohcly w• migaiia- 'rYp ONE TY RY F -11-0411 _Age e 941 o4A. ...._..._...__; ... ..... 4 . • -19• roar ILS4. 6LJP D ' err i. Peg L4 J. iferfaStp4424i of xel SL11100 ittsr ;211C.Pil; fair'. .��Mi ? u .1. tatokIngtn 44J1..y. °P..- x ±turn. =LE mistmoluo, a st.r' l.I.kri. tsiLftrassetr reti ll4I T ILIA•-: EAleft;,leflU . aft 4.Tlol1• uot1 mitt, tom* Zetia P1-. Mtlt;"" . - i 1/4$4 lot AA. tita Pte.- 411C40114 •1446- 41%1 eaRveIoe t'il.1.. .�►.1. 2-161 rwipt.tr. mate- -tor 4 ar!if rpm aA s". Tip dir'Et9� • DE1w.A�t Ve4i1144100.1irJO QeS .e 15 P 4f+lI1 1' Ceicd asoArteafiges 4i . 'tioaT ati 1 .4, e r •F W ' 41Vt. A� INfRACTOR f0 CHECK ANO Vt:R1FY ALL OINENS:ONi NOT SCALE ORAMINGe u5E OIMkNiE0N3 CONSTRUCTION TO CONFORM TO THE LATEST EDITION OF THE U8C 3TRUCTIelt. NOTES: 1. DESIGN LOADS a. Roof Live Load 25 psf (Tote& Load .0 psf) b. Floor Live Lod 40 psf (Total Laid 45 psf) c. Seismic Zone 3 d. Wind Lase 20 pa! et. Soil Bearing Capacity 2000 psf Assumed 2. FoUNOATIOFIS a. Assua'ed Max Soli gearing Capacity 2000 Pitt Undisturbed cwt. 0. Pour Foundations Only On Undisturbed Soil, c. undeer floor Slabs Cosapect Fill to 9te eN0 3e CONCRETE s. Foundations and floor slab concrete resell be f'c -o.75 (2500 psi) 1,875 psi. Noxious water to cement ratio; 5 -1/2 seems of cement per cubic yard of concrete and 6 -3/4 gallons water per 94 lb. sack of cement- 2500 psi assumed coo - erosive strength at 28 days. b. Nintmeaa coverage of steel; 3" oottGm, 2 " sides, 1 -1/2• walls. 44 REINFORCING STEEL a. All reinforcing steel shell ea deformed, intermediate grade, billet steel- A$TM A615 -72 Credo 40; new, clean and free of dirt. b. Splices, where located and approved snail be 6 minimum of 12 inches diaeester or 30 bar oiaaenters. c. All reinforcing shall be tlghtly Cleo and supported during construction. d. Welded wire mesh shell be ASTN•418e. 5. W000 s.Per U8C Sec. 2504 b. Joists and rafters, 2' Nominal NF No.2 MD, FD-1150 psf rot r4p.titivs usej. c. Besot, Headers and Lintels; 4" Nominal, OF No. 2, Fit-1210 asi. 6" Nominal, or No. 1, Fb -1290 psi. d. Studs 2x4 or 2x6 KF Stud Ueda 03 rS -725 psi tot repetitve use. s. Glu- Lem Beams 20F (Fb -2000 poi) or24f (F0 -2400 psi) u8C -25 -10 f. Sae Plans for ply000d. 6. STRUCTURAL STEEL All structural steel shall be ASTM A36; new, clean and free of rust. 7. STRUCTURAL FRAMING a. Framing to be in compliance eith U8C Sec. 1702 b. Provide nailing In accordance with U8C Scnedule 25 -0 c. Provide solid blocking it joist supports and bearing • partitions. d. Privies bridging at aid - ;pan of all spent over 8 feet. e. Use approved joist hangers 'snore teauireo. f. Roof trusses; Sizes to be verttLeo, detailed and fornicated by truss manufactures. Installation ono bridging shall be pet ssnafsctures specifications ono instructions. 8. STUD wALLS $. Use 2x4 or 2x* studs it IA" 0.C. per WIC 1702. O. Double top plates shell have end joints staggered not less then 4 feet. c. All sill pastes on concrete founaatidns to be pressure treated. 9. ROOFING s� r.. �..• _ltd 'J C ^.e _ 3203. a. Apply root in'2 i�► si1YM6 V�Y.... •. - _ b, Provide attic vintilekion a: lndl+:nte, an :::;;framing pions. G ENT:RAL NOTE't 1. Crook space ventlla tion, sinisue net area. 1 eq. ft. tot each 150 sq. ft: eV floor area. Geenie!gs to tee placed at close to the cornets as prac1cle and shall provide •toss ventilation en at least two opposite sides. USC Sue 251e036 2. Crawl spats, unobstructed access. sin. 18 "440 .$.0.251e 2 Y. Attic ventileti0h; 1 /150 of Attic area ar 1/300 if 1/2 is in soffit and 1/2 is 3' above elate line.UBC geWe.2204e e. Attic access min. 22000" eith sin. 306 headroom, vase- sttucted, readily accessible opening. Sc./201e LOC 5. In tooma not provided with ea operable ranch* of 1.5 sq, ft, or greatec, $ a►echenieel ventilation system, capable providing 5 air changes per hOUt, shell be etovldeef. Sec. 1205 UPC. 6. vent dryer, bath fans, and ranges/ovens to the cattoise. 7. Garage end hou$!► occupancy iepsratia�n min. 1 hr. tapes end finished. Section SOS c A and tattle S -4, UGC. Garage and basement suppotta to bo 1 hr. e. Tile for shover shall be 6' above finish floor e$th ester reistant backing. 9. Egress is ovary slsaaplfQ room •hail have s elnitaua net class openlnQ of 5.T $4. It. Tha aln. net cleat opening height dimension shall bo 2a" ein, net clear opening width dieinsi%an of 20'. Bottom of opening to be hmot a:re than 44" above floor. 10.F1replace code compliance per WIC, Chaptet 37, end local building dept. 11.Hesrth extensions; Hearth shell extend at lout 1s from theftont of, and at least 0" bayorsd each aide of the rite- piste opening. where the fireplace opening is 6 sq. ft. or larger, the hearth extension shall sxtand at least 20' in front of, and at least 12• beyond, each side of the of the fireplace opening. 12.Application and instance on of insulation and vapor berriees shall comply with the 1986 State of Washington Snsrgy Cads. 13. Glazing In compliance with Sec. 5406, u$6, 118C Standard No. 54-2 and Washington State Safety Class 4sw. Exceptions Exceptions are as outlined in Sec. Se06, V$C. 14. Glazing in locations subject to NSW, Impsot mush as glees on doors, glazing within 126 on either side of a door opening, glazing closer then 40" to $ float, thewea doors, and tot enclosures ;hall be wire reinforced, taspeted glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass doors to be safety glseing, laminated, or tempered glass. 16. orolaainatedenclosure* safety glasaoor etre lastic Sec. 5406 UOC 17. shallncomply within with "taapectoles s. greater plans. Sec. least g4.06 andension U8C Standard S4A. 18. Ail exterior wall glazing shall ea double glaaad and comply with the 1986 Mash ington State matey Coda. THIS OFFICE ASSUMES NO RESPONSI0ILITY AS TO THE PHYSICAL CHARACTE4- 1STS OF THE SOIL, OR 00ES THIS OFFICE VERIFY THE *CCUAACY OF TH£ ENGINEERING DATA SUPPLIED 8Y Q7KV S. Crane Design has taken *eery effort to ensure the is curacy of the attached dtewing *, however It is the tesoonsibll lty of the contractor to check "and verify all sisaensiono. The attached plans ate the property of Crone Osslggn-, Inc. Any teptoduction of the plans will violet's CQQyrignt 1me e. This hoddar of the riming* suet pay a fee for-the use of the etteterlsl therin h be •ubiCct tai legal rectien by Crone Qe ;lei+ Ins. The putcha*e1 of Cho plans 4/lamed to build one structure per at of plane purchseed end mill be raqulreo to pay tdgtt$onal•fees if mote "U an one house, i• constructed or elf here a letter of eetesiaxian from erecter Design inc. . ENERGY NOTES PER lfsgd WASHINGTON STATE ENERGY C00 T Provide and siniauas added insulation level of. R -38 Ceilings with electric resiat$nCe Kest R -30 Ceilings lath cis heat R -30 Vaulted ceilings R-19 Walls R -19 Floors *vet uhneated spaces R -e At slob perimeter, installed Horizontally 240 under oleo, totem concrete floors ate elthtn 12" all gash dual Qiaz ng and sq. ft. of glazing shall not exceed 21% of gloss flare: eras. All openings and joints in exterior malls shall be. sealed, caulked or sssthersteipped of halt sir leakage. An spp:ove3d vapor barrier shall b* proPetle installed in reef, in enciosse totter epaOte, forced rhea ceilings are spelled directly Co the ufl $tride•ef loaf rafters' . LAW, toe, $ P 9rtI . .:.i -. YA - I I an • - "Fi.%.' 7?►1. ;1.1 tiiPtl., o'e i beNvrseki tii'B tie tom' i 1 *. N T1 'y e a of a ,aa,. - . rt44. CITY OF TUKW$LA APPROVED TYe STAlRVHEL sUME also in *exterior wells. Install .4 ail viseeneen ground cover, lewd l'.0,-44 . ,Glut$ ant extalnaee# up to ioundatlon Wall (rsirs+ot # all OW spscoa) HVAE ogdipaaet t chi u Ithan 12s� of tltaai0a lead end a dinisar a p5 . Tharaa$tpta contrDlling hsttt aaaa roofs shall ?tare as +► to ee�.. - ___•., --- F andll ! pravldd pits►; . �_M� pntly. ?Lt tlisi2"�tlua chat €, adily ocaositaio osreu44a sr auto oontrol0. Sh4oa+sie o_____�__, e vice se 10i3 flit to it brill �t ti4 � ficits caanl:rok de s,si i.Gf) pet set Peter he$tere ore requited to meet ate *10- DIVISION Mt Woes. iteeiaAa fWrempar ovets, (ir stings and Piens Set Forth cio This ateet Are The OnekestWorie Pvaduct 01 evoked 0Y. And NOM Peerseny el Creed: Ekteeen. end des Cd Me geld Sleek product is Limited Ton kaesd NONA a 4he thaotwarealo ego Tee reweetneopem *OM Wilma Ar4 :be. at 434,64$40044 d ,> . 0fAeeepe"Atd Theif4ta* Bk Tiaat0670at 6107466.24.01C06014