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Permit 5846 - Powell Homes - New Single Family Residence
BUILD1t PERMIT (POST WITH INSPE6 rsON CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: • 1 1 - 14228 55 Av S FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 554.00 360.00 `-/(3, -/ i) •(t --i? PLAN CHECK FEE BUILDING SURCHARGE 4.50 PHONE 776 -6766 ADDRESS 330 Dayton Street, Edmonds, WA ENERGY SURCHARGE OCC. LOAD - SQUARE FEET OCC. ' LOAD OTHER: OCC. LOAD , TOTAL SQUARE FEET ■ TOTAL OCC. LOAD TOTAL - 918.50 V tk PLAN CHECK #89 -327 PF7OJFCT INFOF M/1T)ON UI .t eel 81,215.00 PROJECTNAMEfTENANT Powell Homes (Project Tk -2) ASSESSOFiACCOUNTN 336590 - 0125 -04 TYPE OF (X.) New Building 0 Addition Tenant Improvement (commercial) ❑ Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroot 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new single - fancily hone. PROPERTY OWNER Powell Homes PHONE 824-6224 ADDRESS P.O. Box 98309, Seattle, WA ZIP98198 CONTRACTOR Powell Homes PHONE 824 -6224 ADDRESS P.O. Box 98309. S ttl e , WA ZI P98198 WA. ST. CONTRACTOR'S LICENSE #f POWELLHB121K3 EXP. DATE 5 -23 -90 ARCHITECT James Anderson Design PHONE 776 -6766 ADDRESS 330 Dayton Street, Edmonds, WA ZIP98020 USE4 / / cow- cOr.tl'LIArJ( / . 1 ;c UTILITY PERMITS REQUIRED Yes O NO (through Pudic Worwl FL( q SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SOUAFE FEET OCC. LOAD - SQUARE FEET OCC. ' LOAD SQUARE FEET OCC. LOAD , TOTAL SQUARE FEET ■ TOTAL OCC. LOAD l k. TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ S — E — W — FIRE PROTECTION: OSprinklers ®Detectors 0 N/A UTILITY PERMITS REQUIRED Yes O NO (through Pudic Worwl ZONING: R_18AR /LAND USE CONDITIONSOYes ®No CONDITIONS (other than those noted on or attached to permit/plans): APPROVED FOR n /��/ " ISSUANCE BY: (,� ,�,�Y BUILDING r DATE: _�S, ,G Q OFFICIAL `� U J I hereby certify that I have read anti' Oxamined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructiop -at the performance or work. t am authorized to sign for and obtain this building permit. SIGNATURE 1, A PRINT NAME: 1 , d 1 DATE: COMPANY: • a This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 ISUILLANU PERMIT (POST WITH INSPE,, .ION CARD AND PLANS, ), IN A CONSPICUOUS LOCATION) ,lt;),Lk' BUILDING PERMIT NO. DATE ISSUED: PLAN FEES DESCRIPTION AMOUNT RCPT • DATE BUILDING PERMIT FEE 554.00 360.00 `/ i3 .-/ 1) -t 1 `F PLAN CHECK FEE BUILDING SURCHARGE 4.50 PHONE 776 -6766 ADDRESS 330 Dayton Street, Edmonds, WA ENERGY SURCHARGE OTHER: TOTAL - 918.50 \/ PRo;rcr INNr()1ir.lnrir)r 14228 55 Av S PROJECT NAME/TENANT ASSESSOR ACCOUNT a Powell Homes (Project Tk -2) 336590- 0125 -04 TYPE OF 1) New Building U Addition (.J Tenant Improvement (commercial) (7 Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: 81 2215.00 Construct new single - family home. PROPERTY OWNER Powell Homes PHONE 824 -6224 ADDRESS P.O. Box 9$309. Seattle, WA ZIP98198 CONTRACTOR Powell Homes PHONE 824 -6224 ADDRESS P.O. I_ox 98309, Seattle, WA ZIP98198 WA. ST. CONTRACTOR'S LICENSE # POWELL}iB121K3 EXP. DATE 5 -23 -90 ARCHITECT James Anderson Design PHONE 776 -6766 ADDRESS 330 Dayton Street, Edmonds, WA ZiP98020 USE -) / / FLOOR 4,1 occ. LOAD SQUARE FEET occ. LOAD CO[) ('or.1pI lnr1cI. . SQUARE FEET 0CC. SQUARE LOAD . FEET oCC. SQUARE LOAD FEET oCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 4- TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N - S - E - W - FIRE PROTECTION' S • rinklers Detectors 0 N/A UTILITY PERMITS REQUIRED Ei Yes O N o (through „ - . , •,,,. ZONING: R- IBAR/LAND USE CONDITIONSDyes ® No CONDITIONS (other than those noted on or attached to permit/plans): A PHOVED FOR BUILDING ISSUANCE BY: 1/,)1J ' , OFFICIAL DATE: p q `/ 4V - O / I hereby certify that I have read a xamined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructio. - the performance or work. I am authorized to sign for and obtain this building permit. ' n SIGNATURE _ ! t,Li "_ / f II �.c� DATE: lZ - l! 11 COMPANY: + 1 TIem_a- 5 , _ ( PRINT NAME: l 1,((Lei -Th I I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. NlA CITY OF TU WILA Building �tment 6300'Sout . ier Boulevard Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address /'i7_ 2b-- -1t ✓l.r. Requestor Phone # . wLt9raMamertN..+3 ,4d ^.f.*zrr.: !D93Y42�71 :4AWC - ?!.. 1NSPECT %A)N RECORD PERMIT # s 4/0 Date * e) Date Wanted Ca-- 2 a.m..n Project Special Instructions 3?) Inspection Results /Comments:C/��, Inspector �� /G��.�•_ �l�' Date 4) �- »`O':i`k4'iJ " Dui; vNe ;•i,'!`d'.: ?.:i�t:�s:�t!:i,.� CITY OF TUKWILA Building rstrtment 6300 SouiSILAer Boulevard Tukwila, WA 98188 (206) 431 -3670 !(j INSPECTel RECORD PERMIT # q(, Date % A '-� -` 7 d Date Wanted Le .7--O.,'��1'f -! 0 a .m..n Project (..35 elf evlane.3 Phone # 9Z-V7 60 Type of Inspection Site Address t C-% - rr 12 Special Instructions Requestor Inspection Results /Comments: a 91- L - Inspector C Date b— —`0 CITY OF TUKW1LA , Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 6-42/3 Site Address l`TZ- ��_. �"'s 4 e Sep. Requestor Special Instructions INSPECTI I, RECORD PERMIT # Date -lG •- yv Date Wanted 5r= /g--14.1P Project /gym, // /4140 Phone # Inspection Results /Comments: Inspector Date c.,57- 114;.- 4b ti fit$,YCw, liattant:at*d ai d'Ew;s...,k ia .kr ::.m: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 431-1849 Type of Inspection l S(/ Site Address / LI 2-2/ Requestor r...ra....... v�..«.....«...... r.,...+.. �lrw� :a✓��.•xy�ur�w�n.w..+....... �vv..i. :a 1p W.:.rtl:alts.10.1.7•ftaMf4,.... wary,,• ∎••nnuvYn.t.a�•�a'r.Ya4F1K..YLY ssr_c INSPECTION RECORD PERMIT # 5-z--90 [Lite ve Date Want Project Phone # 9 y 7-G 6/s/ P.m Special Instructions Inspection Results /Comments: /' i% 4--L_ I` z'� Y-11 . e, Inspector . Gr-L,e Date CITY OF TUKWILA Building. Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 46 i( Site Address r �-� Requestor Special Instructions Nitt- Aie INSPECT )N RECORD PERMIT # 75(--1(40 Date - -,:s"' La) Date Wan Project Phone # taMilltho I J ?--6/ ..wrtra:.EaxrtsYlcs:' • a.m.(p.rr�. Inspection Results /Comments: A/ L7 Inspector Date Permit No. CITY OF.TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 Date 1.1*--2-7,2 --f;'ra Job Address /t -/ L CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. f �! iae:}; h vk- 4.2 i/ r} '‘ Gf P•l.. ti 5T - -� - -f fi �., �• , /(7/ (7 �� ' r .� i7 ! �. -Y•r >. �p pa . ` .„./1. I r 0`�)k,/,/,;, 's'7c: /G ✓ir•,, — ,9t,12, - ,. �.r7'ee(.[' J /1:11 < , t l: i'7 r)li /ci Gy 94 , . i (l./ ,'(f ,! ju 16 l Cllr 1 lih r 1 A:i/li7 ) /t.;% t(241 T /'6iL/1GC( ./(7'�l!,F %C/ G'1(.il �.. ' 1 -') / . / / t'U /? r c 1 Signed r �: �.n kAA /-1- 61. -, ` Building Official /Inspector CITY OF TUKWILA Building Division 6200 SoUthcenteh Boulevard Tukwila, Washington 98188 (206),433 -1849 Type of Inspection Site Address /47/49-,?— -- Requestor `� /? i4- 't2'.., Special Instructions INSPECT .ON RECORD PERMIT # 1/45E1(0 Date L "f ~ciD c.-' err i /f 7--€2 Date Wanted /-/,-'b a ..m. pm LZ . S. Project r Phone # 8--- 2-2-¢- Inspection Results /Comments: /i of 17 Gr.-0.-e_,/ Inspector Date ( --'` 7 --CG'S ■ -.AC; 7.;;,./{"i4;A:;,. CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 xsiP :4, ANN .1,, r • Permit No. ,5e9' Date 167 Job Address /4/2 2- r6-- — /5 Azt. Af ..e )4.) ----CORRECTION NOTICE "the following items are found to be in violation of Ordinance and shall be corrected. 47)/0 5 -< T.,: A/P,..../ eA/("c.-/-29,-7 (= / /4_2 ye! 4., 4-/) (74." c- le/ 5) A/0,-1 / ,; I; 1241:- s /7 5 h4 6.7) 4/,--4'3., k 1"-• /** A/ 1 / ,/ , .1,1 es/ ',/) • • '1'1 I:4721., 4 If- /./.01'n 7 &J /' 0, ?s,•./ y .‘);>) a . e it: ,) / (.",) < -1,, I (1#'3)' // 441., 11.:1.0' 11.' /2 n Signed 4( 2 s-77 ,C, /,/,/e 2 S. V / 0_ C 75 (.2 / Building Official/Inspector .' &L.i§Y+'.U..t$�` "" sb: 4f�id?. Y", Xxt�imAiassxuRSVtrrvwa.. av,+«.. n. w._....-. �-......_..,.,....._......_._._._..._....._..__..__._..__.._...._.. ............._......,..._......__._,.._..... ......... «.- ........,.+u.,..... o-3.. �n..r w..+....... �.,.,....... �w�..., �.eau�.r,Yr...¢.-wv_�tArerx.ci: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection FcuncWOr\ L o L 5 Site Address ILtaac SS PTV 5 Requestor C iOC INSPECt ON RECORD PERMIT # Slot* Date 3- 90 cS:3 lot co Date Wanted I-490 p.m Project QpW l to l<- Phone #‘6,Q1-1-1(Vea Special Instructions Inspection Results /Comments: ze r-r'L 4/0/0,-r-oc,-cs-, /VA.-- /94 c3( Coc.4 Inspector /4e..2&Z.4._ h4�2',1/Z,. Date /--1-9--90 O{f fit@ i{ EX. �MXPH/ A31C` ttallin'. t:` VaS:' sv" ittN:: �N. 42Y' LMMNtvYRh: M. r.:• wsm.. rr. rww.... �.,........ � .._.,�,.— .,...`..,.- .�...w..__ .. CITY OF TUKWILA , Building Division 6200 Southcenter Boulevard ,Tukwila, Washington 98188 (206) 433 -1849 INSPECTN RECORD J PERMIT # 6-m Date Type of Inspection 0>/r:111 Site Address /L/ a� -- -ti l ue 5. Requestor Chuck Special Instructions Date Wanted 19 — o?g' --V Project Vie!( )n5' Phone # 4?ay -7/6 Z- Inspection Results /Comments: Inspector 2p %/1., Date //2/—--er % wa: larM'M.bett! llft11 iiblM11:1•AR:.m.M.yCxlve. a...k.a ostotk ,.n..wnfs.... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 ,,(206) 433 -1849 Type of Inspection 0o-ci n INSPECTION RECORD PERMIT # S L S Date (q -q\ Site Address Jula 4)\\J cJ Requestor (r hock 1:qc 10100 Date Wanted Project Pow k {-kjvr Phone # p.m Special Instructions Inspection Results /Comments: Inspector Date /2—z/- G . Jom&r- Anc)erron dQriqn ICING DESIGN SERVICES IIIE ()ANION TOUR BUILDING / 330 DAYTON ST11EEI, SUITE 6 EDMONDS, WASIIINGION 90020 / (206) 776 -6766 BUILDIMO ENVELOPE 'MEAT LOSS MIDGE CALCULATION FOR,/ I'OWELL HOME BUILDERS Fine 11umn itncr 1909 J01 .. )i,`a 9 . W.S.E.C. 06 Table !i -2 values Zone 1 ASSEMBLY U VALUE ANA 1SQ. FT.) UxA NALL CEILINO /PooF FLoon SLAB PU11ME1En" L070 os F VALUE 4-O CvCo PfOVOSED DESOGG 13 ased on i :CZ.1 " .)4I 1`;(.''% Pp ASSEMBLY BUDGET TOTAL 4.19 plans dated: U VALUEE AnEAA (Q. FT.) 444140 F x L 5 4 SLAB PER 1ME1E11" Prepared By :. (a O Z0) (07 ,C v� 5 2 1C� 41 1o3Z. 121 1 lorS o9r 17(0 094 Soo oy.°\ 10(04- VALUE LEMON ITT. ) 0 I,�1T'xA I c. 107,5 13�Z Z ?).5 38 1S .14_13z. 28,Z, 27. I Z FsL 83 -459 RECEIVED CITY OF TUKWILA OCT 2 3 1989 PERMIT CENTER r6u Heating Sourcet.WC:I+6 Proposed Glazing: ti)10 / 1 j(Y\ W(Y\, merino TolAL 41 class: 6)0 Sketch Building Section here, ENVELOPE COMPONENT U VALUE CALCULATION FORM ' Job: 0 II 0 5 1 Assembly: /5) ti‹.. 11111< < /�f 0 BETWEEN FRAMING Element • '• R Value \ U 'o ao • 'o O 3 N N w.-.1 w ul . r1 .-I II .O • • o3 II 0 0 •: CC • UN 41 H •■ II 0 N t u ON • ko era• -1 4 E X . wP.1 N S-10-4 ti. •r Id Inside Air FIIm "�J • & I ICI' V4r M ••• faoll_. • Outside Air ; TOTAL • Framing.. t % • ▪ Insulated•Iraction'4 Framed traction 0V9• Insulated R value Framed N value Uavg• • d� v--• Yi .Ni (-01L1/7� AT FRAMING Element R, Value Inside Air FIIm .4 .% I/7.." Cw P5 • --..1-4 j l .14464kwitw b I _.lg•5f r.�. mow_- ..��.. •.. .mw.•w ... 4040-- — 4040-- -- -4040--- ateide Alr Film �' I TOTAL Z5tI1..• 060 Prepared by: ;.... .. _...... Date ... . Based on plans dated:-- 1 Sketch Building Section hersi 24 "Oc .06 t t , • ENVELOPE COMPONENT 11 VALUE CALCIhLATIQN vOiw Jdb: Assemb,iy: 'i• doegst 44.1440- NAP retiviV dir O NETMI:EN FRAMING N • ▪ •Element 11 Value •-4 11 N • u '-4 II 0 Inside Alr Film IM -)% ` e • •_ 1 - amINIIIL U\O 'fj :s i 1j 3 NN in • ' ••■ II •u • COUo 0 •e Cr • UN ••y •• 11 Q N e u ON • rn aC "4 44, E _ 3 6 .•� •. '••I al 4. 4 3 it • • Outside Ai! his . ' i'1 - TOTAL 417:12' TOTAL ' 10,4:05 it rA R.III $4011 -(e 4 P- 60-1 - ) A. ATE. -:ING Element R blue Insld. AIr Fllm 4.._':1 L_ ••••••6••• •.••• .••■••••• ..•o. .:r•.:�•. ••i.•w_•- •••••••. -.. .w••••• ,i��i3.• ••.::.••••.:.•.....•- ....— n ,._ _..�.- .i Framing •..I.o %,• • Insulated Iractlon, 1 Fr0..0. tr � • .e.tlon' avg� •. Insulated R vilue framed N IlIWO avg. • Prepared by:.. Oats Based Lori pions dated:, . '....... .'Ie... o or 9.x.9.:_' .o /f4tv .... O• • •, C.1; O t .. O 1 N • .4 11 • 11 0 •t ci 'n •.� 0 t ,w N N • • 33 11 O ON • 11 0 t • n e4 O at .-1 • = 1% 10 1.1 L1. Sketch DOWN) Sictlon et 1 ENVEkoPE CbMpbiiEtir u i ikuE CKi;CjMT101N ro.u' Job Assembly: aktitrf j 1VAz Fv-01 1' (IAA caiM fr° pba kfa I &‘ .6 l.'ll 0 i4 xr Ot' (1 I',4./1 • bt• Eta/Nent BETWEEN-FRAMING Insldi R V�iw 'Or F)Im�� .�. w_w_w.ww... figment AT FtAM1lEi R Yalu. inside Air Film • • ?? • fob !hi,. /i: _._... Vie � r�l .._. r � � • .� 4 , _yam 15 A . .......... P ...._1. ' -s.-. awl ••••■ wir•••••• ......_._w_...ww _e-__._... Outslde•Alr -film• ' ' 17' . • �. --- ...... TOTAL -•.. ... Framing,, • 10. % • B • insulate d ,traction. :4 Frsmidli•actlon avg. • Insulated R value Framed N velua l 08., _I avp: •� Prepared b : _....... • momww.vw.w'w . w••••••■■• _w.rr..•._w•••.• •m. -- •.►.:.•:••••:.•,:..:�..:..:..•.. :.:....w Outdid• hir••F i lis :•.-P• . 1, • TOTAL oZ; .1.4 4 -17"z • •••.• ......... Date ... ...• •.._ • :.. eased on plane dated Sketch Building Section heriit • Emicidit 6�4P dpir 4 VALUE coAria (Exeic) 11.•;iA .11 ofortir& 0#41 1•1' 6:141 , 0 • 11 C3 c • 0 •-• N • ..*.4 I', • (.) ▪ 0 0 Inside Alr . • . 4 4142" 03 6,4 • • • ■43. • • • .L.L.%. BETWEEN FRAMING bootee+ • • R iIui In • N N fte4 In • e•:4 1P-1 11 •0 • 03 11 0 0 • Cr • N •• II 0 N u Ch • ■0 •■ • • L. c:C •--1 ats •-•I X al ...I E 3 L. e-1 Z •• 4- p4 Im Im PM •0-4 ct 3 WII•■••••■•• •••••••••■•••111■11 ...•■•■■•■•■■40■4M. •■■■■ •■•••■••••••••••••11 MoidIMMI.■410■MM...■■■■■■■■■■11MMOP. ■■■■■■■■■■■40.11....■■■011MM.71 Outside AIr TOTAL Element AT. OAKING . Value *68? ' igam. JCL etukle5 • I vow 0...■••■•••••■■■ . . . 0111........••■••••••••■••■••• •1111.•••••■••■•••••■■• '446•011••••■• . . baami Wtsido.Alr film ...01mniat • TOtAL Framing, . . .14sAated_tracfAiln. FramocitraCtliin , - 't , amulited R Mu@ . Framed N iold: U • .09 I . . Prepared by: Dai'i3 Based 'or plans •. • • W .68/.17 • • .o 11 0 1 •tAiiich aui Idig Seitiam hem 1 • f • ENVELOPE 'C PONES!' U VALUE 64( , . Job:. .Zioid • leva!4' P;. INf7"L' I vg . Element BETWEEN•MARINO ' R Valise iniiim Air -50 Y1-" dINIP 61•••••• • • • • • • • • .• ae • • ....a • *. • ••••••••••••••• ••••• •••••••■••••• ■••••••••••••■■•oea••••••••••••••• ......•••••••011 MINI • ••■•••••••■••■ ■WOOMO... ..• eftwoommoo • ..00 oboe ft sum mommaream■■■..wo ■01.11....0•400,0..41040.110.0•■•■•••■•OMM.MORM MOMMONOMM Outside Air Film. TOTAL Framing % . Insulated freetlen... avg. • 'Worsted R vile: framed 11 ii144 ui4; • Prepared by,: •• .. • ■ • •I .0aSiii �n PlaKa ••• • •• ••• *a I-,605yel- te, , . d 4446,4 AT4RAM $. A visa.. Iniiii444r444M--. • • . 414twi • • - /7111 =NM •••••••• —4i144.0, • • • • • • • e• • • I .1. • ao• oft* 11••••■■••• • NINNY* I rm.... a 0 •••••...Wa...............•••••Noo • Oft.. •••••••■• TOTAL Date A,* • o •.• ■■MMMEr • ,.1• 11 u 0 r H • 1 N N w to • .-+ , 4 11 so • •aD 11 0 0 •t CC • U • ,.i 11 0 P•4 CC Li oC ri RI .� X • • •..( •• Sketch Building Section hires Element Inside Air Film 1z' Gi k/ i !' G. , • gmvci g 91:4IP011E0 Y VALyE ' AI;.;% 0 I OM FORS Jq4; /410'1 F 1•h'` ,1 r6424# frd "944. fe, Ave, z r �l71N • o t BETWEEN. FRAMING • R Value • -2A dlit, • r+.w+.1.4000•0■ M.0■0•01r .MOWN _••..••••••._•.Y..,._..._. •■••• • • ••..• ..* Outside Air FIIw 46 imiai TOTAL • Framing. Ir? % Insulated fraction ' Frame fra ction av Insulated R vajlu� (MAO • H .iiNli+a a avg, I, 1 Prepared by:. eased on plans dated: • Assembly: 1444: *.strxe AT FRAMING ElarMnt R Va$u • Inside Air Film ;,,�•,4004 rr $I •••••f....u..i•..w•Ow w. ••ter .. ......•••••..•••...r•..•a/.••..• w••. Outside Air Film TOTAL' INNTIMP • Date 1066 • 1 • _., RTMENT OF CONSTRUCTION AND LAND USE ( Project Address: SEATTLE ENERGY CODE DESIGN HEATING LOAD AND Date of this submittal: EQUIPMENT SIZING CALCULATION FORM March 1988 Project Number: Instructions: See reverse. 1)(4.A.4..c, "1 Permit Number: BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46° At) COMPONENT SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT HEAT LOSS (HLF x SF, LF or CF) A. Window, Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF 3.7 /SF 2.5 /SF 1.6 /SF /SF 37.3 /LF 28.1 /LF 25.8/LF 24.8/LF /LF 1.5 /SF x SF = Btuh Skylight, Double,untested (0 =0.90 ) x SF = Btuh Sliding AAMA - tested (U =0.75 ) x 2.-211 SF = Btuh Glass Door AAMA- tested (U =0.60 ) x 151c SF = ( Btuh AAMA - tested (U =0.50 ) x SF = Btuh AAMA - tested (0 =0.40 ) x SF = Btuh Other (0= ) x SF = Btuh B. Opaque ' Door Wood (U= 0.47.) x 50 SF = Sofro Btuh W /storm door (U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF = Btuh Other (U= ) x SF = Btuh C. Roof/ Ceiling Insulation None (U =0.40 ) x., SF = Btuh R -19 (U= 0.055) x SF = Btuh = 131152 Btuh = Btuh R -30 (U= 0.035) x /Z/I SF R -38 (U= 0.026) x SF R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) None (U =0.25 ) x 3 4 9 SF = .y2Ie f Btuh R- 11,metal stud (0 =0.14 ) x SF = Btuh R- 11,wood studs (tJ =0.08 ) x i y? Li- SF = tptuh R- 19,metal stud (U =0.11 ) x SF = Btuh R- 19,wood studs (U =0.053) x SF = Btuh R- 27,wood studs (U =0.037) x SF = Btuh R- (U= ) x SF = Btuh E. Floor Over Unheated Space Insulation None (U =0.25 )' x SF = Btuh R -11 , (U =0.08 ) x 3,51,t, SF = 13Z4o Btuh R -19 (0= 0.055) x SF = Btuh R -30 (U= 0.035) x SF = . Btuh R- (U= ) x SF = Btuh F. Slab On Grade Floor Perimeter Insulation None (F =0.81 ) x LF = Btuh R -5 ZF =0.61 ) x LF = Btuh = For Btuh R -8 (F =0.56 ) x (.9.6 LF R -10 (F =0.54 r x LF = Btuh R- F= r None (F= 0.032) x LF = Btuh G. Basement Floor x SF = Btuh R- (F= ) /SF x SF = Btuh H. Infiltra- tion Pre 1980 (.018x1.2 ACH) 1.0 /CF x CF = Btuh Post 1980 (.018x0.6 ACH) 0.5 /CF x /V -tt,.,,- CF = 'M Btuh 1� 4 Btuh TOTAL =Design If electric, Divide (DHL) Space Heating Minimum required Maximum allowed Proposed (For gas -and Heating Load (DHL) in Btuh = %p divide by 3.413 for DHL in watts = by ( i Heated floor area)= )7.01 Btuh or Watts i Watts /square foot Btuh or watts Btuh or watts Btuh or watts Equipment Sizing Limits equipment size = DHL x 1.0 = equipment size = DHL x 1.5 = equipment size (Output) = oil -fired equipment exceeding 150% of DHL, l`j MI. see reverse) N11 /hlc.1 -2 INSULATIQ!►" r RTIFICATIr _ (THIS CARD Is Tt;. .EMAIN PERMANENTLY POSTED IN A REA.Ie r ACCESSIBLE LOCATION) THIS IS Ti! ERtIFY CHAT IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS KING COUNTY ENERGY CODE ORD.4753 REVISED BY ORD.5027 AND APPROVED PLANS,1 HAVE INSPECTED THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: • .? r AddrI'S of Propwty •," o bESCIIIPTION OF INSTALLATION ry ROOFS ype d M rri s Q 1u Realm ...e. f::1 i ( � ' Tips of Mate& F ► G . Manufacturer 0.C./ J M Thickness R Mika CELINGS B A T T S la trade name) BATTS: ripe of Mat.rlal F. G. Manul.cturer 0. C./ JM Thickness R Vie (Or trade name) Sri Ft. Covered BLOWN: BRADFORD °s ENERCON : , typeolMalarial RUCKWOOLManuleclur« '�` •✓ namr� 4 4 WI.IBap / / ' _ ? ' , , L Sq. F Covere t-rf ( d ___ (i Value FLOORS Type of Material F, • G • Manufacturer 0.C./ J M nrdve.a R v+ek,. (Or trade narnsI SLAB ON GRADE Type of Material Manulecturer TI>adur.. R V.Iu. (Or trade name) Width of Insulation Index FOUNDATION WALLS is required) ripe of Melons' Manul.clursr Thickness R Value (Or trade nano) Kin Courtly Job No King County ad. Pwm11 No. DUCT ANOINT PIPE INSULATION type of Metenl.l Manulaclursr Thickness • R Value HEATING SYSTEM IOr bads namsj Type of System Manulacturer Input Output ❑ AU. GAS & OIL CENTRAL NEAT PLANTS IN HEATED BPACES.EQUIPPED WITH APPBQVED AUTOMATIC VE1LT I MPEI a ❑ • NIGHT SETBACK THETMOETAt INSTALLED CJ • HEATING SYSTEM INSTALLED TO N0 MORE THAN 125% OP DESIGN LOAD ❑ GLAZING —ALL GLAZING INSULATED GLASS OR STORM WINDOWS PROVIDED ❑ WATER HEATERS— ASHRAM 11075 APPROVED ❑ WATER PLOW REStfICtoRS —ALL SHOWERS LIMITED TO 3 GPM ❑ INFILTRATION —DOORS a WINDOWS WEAtHERSTRIPPED OR APPROVED SY AsTM 28173 ❑ INFILTRATION — ALL OPENINGS IN EXTERIOR WALLS CAULKED OA SEALED ❑ FIREPLACES— cittsIDE AIR VENT (SIX SQUARE INCHES) WITH DAMPER TO FIREBOX ❑ SLAB THERMAL BREAK CREATED ❑ LIGHTING POWER BUDGET A SWITCHING REOUIREMENTS MET ❑ VAPOR BARRIERS — INSTALLED PER CODE REMARKS (II *mired) I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING 18 TRUE AND CORRECT. Genital ConlrSCITX (Bullddr) Contractor. Rplslrafort Number ___ BY TI1Ie OW Ind Place Bubaonlriclor IMuli ) bale and Ohio I r as UIractore Repblydlun Number BURNII I 213NU ?till City'V �if Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check d89 -327: Powell Homes 14228 55 Av S THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER . j cjs.__. 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Registered Professional Engineer. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. B. All wood to remain in placed concrete shall be pressure treated for decay resistance. 9. All construction to be done in conformance requirements of the Uniform Building Code Mechanical Code (1988 Edition), Washignton Edition). 10. Validity of Permit. The issuance approval of plans, specifications construed to be a permit for, or an any of the provisions of this code ordinance of this jurisdiction. authority to violate or cancel the be valid. with approved plans and (1986 Edition), Uniform State Energy Code (1989 or granting of this permit or and computations shall not be approval of, any violation of or of any other regulation or No permit presuming to give provisions of this code shall BUILD!IG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5S1-4 (4) DATE ISSUED: SITE ADDRESS: SUITE NO.: PROJECT: 14228 55 Av S Powell Homes (Project Tk -2) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 x 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 X 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 X 7 Framing 433 -1849 X 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. • 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 01/26189 REQUIRED INSPECTIONS 1 Footings 2 Foundation _3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL ..:1:(;(1)(2JA LC1- 51 (rsoIE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT HUMBER 0`4 No changes will be made to plans unless approved by ,Architect and Tukwila Building Department. gPlumbing permit be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping), 1gElectrical workSFle.Lbe inspected by State. Electrical Inspectors and all required electrical permits obtained through that agency. All mechanical work to be under separate permit. Xi All permits j1 :11i.be posted at job site prior to start of any construction. When Special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a tt,nely manner. Reports shall contain address and permit number of the project being inspected. OAll structural concrete to be special inspected. (Sec. 306, UBC) OAll structural welding to be done by W.A.B.U. certified welder and special inspected. (Sec. 306, UBC) All high - strength hotting to be special inspected. (Sec. 306, UBC). O OAny new ceiling grid and light fixture installation to meet v lateral bracing requirements for Seismic Zone 3. OPartition walls attached to ceiling grid must be laterally braced if over eight (0) feet in length. 15 Readily accessible access to roof mounted equipmentVrequired. Engineered truss, drawings and calculations shall be on site and available to Building Inspector for inspection purposes. occAgEK4 SHNI %EAIQ T SeAL.45tb t of 14 90► RE s Any exposed insulation backing material to have Flame Spread % Rating of Z5 or less. Subgrade preparation including drainage, excavation, compaction, 1 and fill requirements shall conform strictly with recommendations given in the soils report or es directed by the soils engineer. O Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). X All construction to be done in conformance with approved plans and requirements of the Uniform Building Code ,(tt?8 Edition), Uniform Mechanical Code (!9eC,Edition), Washington State Energy Code (19l Edition), All food preparation establishments must have King County Health Department Sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health'Department, 296 -4707, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 0 Validity of Permit. The issuance or granting of a permit or approval or plans, speed is gtiuu , rind computanunv shall not be construed tube a permit for. or an approval ul. any violation of any of the provisions of this code or of any other ordinance of the jurisdiction Ni permit presuming to give authority to violate or cancel the provisions of this code shall be valid to 1' City Jf Tukwila MUULIG WORKS IEI'AIHMLNr 631)t1 kuk_ill'1 ;t)111i31 130i &ARAM Ti�Itviil�i, Wrishiri iLiii98 188 (206) 433-0179 A. I'.L. 1 n1,:;c',10, October 25, 1989 Powell Home Builders P.O. Box 98309 Seattle, Wa. 98198 RE: Site Plan Review for New Single Family Residence at 14228 55th Avenue South Dear Sir: The Public Works Department has reviewed and approves the subject site plan for a new single family residence at 14228 55th Avenue South for the following conditions and requirements. The Planning Director and Building Official shall approve the following permits for issuance. Call Becky Davis, Permit Coordinator to have the following permits prepared for pick -up: 1. Curb -cut access sidewalk (Permit Fee = $25.00) 2. Storm Drainage Permit (Permit Fee = $25.00) 3. Water Meter Permit (3/4 ") (Regular connection charge and installation deposit = 8250.00) This property shall also pay a special assessment fee of 8 386.13. (See attached calculation) 4. Sanitary Sites Sewer Permit (Regular connection charge and inspection fee = $30.00) Special connection fee for this property (Waived by past participation in LID #5). If you have any questions or I can be of further assistance to you don't hesitate to call me at 433 -0179. SifQerely„ r ,(te' (4, . Phil Fiaser, Senior Engineer PF /amc Enclosures: 4 xc: Ted Freemire Pat Brodin Dave Grage John Howat Greg Villanueva Becky Davis Brad Williams s. A&RTX 7%'L .52,o7-1/ S/' c$ Lar 6: 7toc e �� Sc',vnE_ A/rLz...w,w1 4;•,..04,1 774* F•ta+ri44E GC ?PVTA7V011/ .aAt Rea,/ 3,: . D'4'D. // A o, o/.s o00 - ,r o . oot333 = /2.75" ,Ir O. Gb 3JY 3 - 3 /O X o . o ol66a; _ /0.240 ,C o. oo /ea' = (: /2. G44.4.1/c..na✓ covtc,t. .Z . e. .4'r.s. ...Sr /z (43b- 47 3 )4" ,' 30o '1i(D) CAlt P/ =4ssese..061- 30y Re-4/ .3s Owe/ 111 J 61' C,1. P.. h;1 1970; (r/.s' fo'2 .elf` //7i,?) f,f1 L,,„ X r6' = 38613 Xr.reas)14 1 IJ 3000 XS/ X 6'76 3s�o 3000 X .S / X �%! 38- /3 NAM: CoMvARTA,A ✓ As ..r',sr A grh' �y /1 /d. a7f - . GlcJ .3s . #14.eg10 PUBLIC WORKS DEPT. lagrEx Arr. vAaicA -- :1) IIe • D ,3e x/0 3 Jaa , .Ti )1.7...::: (o0 d . Jo X 2c :7 r, A 30x itr= /.3s0 F•ta+ri44E GC ?PVTA7V011/ .aAt Rea,/ 3,: . D'4'D. // A o, o/.s o00 - ,r o . oot333 = /2.75" ,Ir O. Gb 3JY 3 - 3 /O X o . o ol66a; _ /0.240 ,C o. oo /ea' = (: /2. G44.4.1/c..na✓ covtc,t. .Z . e. .4'r.s. ...Sr /z (43b- 47 3 )4" ,' 30o '1i(D) CAlt P/ =4ssese..061- 30y Re-4/ .3s Owe/ 111 J 61' C,1. P.. h;1 1970; (r/.s' fo'2 .elf` //7i,?) f,f1 L,,„ X r6' = 38613 Xr.reas)14 1 IJ 3000 XS/ X 6'76 3s�o 3000 X .S / X �%! 38- /3 NAM: CoMvARTA,A ✓ As ..r',sr A grh' �y /1 /d. a7f - . GlcJ .3s . #14.eg10 PUBLIC WORKS DEPT. lagrEx Arr. vAaicA -- :1) IIe {A L - ;sou -t s1 •Fe.rz Q o F Lcs f- (Q iACc�ls' (. r� J 4 1- f. 40 I �NV,6 t Icc_k- ti Mi/S 61.4,r/ ,i!!►ZOCt.OS- .P.I ?- e d)( 9 3(3 lea b� le. Ui& -1.5 t 11411, r �,< 1 pj G cr- D.s, ) )w 115 I' �o (Li22 106f-411i gIVY: 011 /95-.4 S • 15.6. lit 1 'A ,}.._i.L1 .01 II f f Clta0wul i5 7c. (haft e) t7t�l i 5 6c)12-111 5- I 'Pet& of Eli , Ar.:kci-.5 Itizot/ops-- 61 re_ mete-417 v 1' lock_ 2_, it 14 0:12Aqs k, • 1.s 10-20e4,0s- ft— WN 6(1 - PP- 66Y Gra 3C e_clitt" le. I cock. `OH I t3a 41 D.s, a x I It, cr—e..4-1 I. 5.5 504 40' 11-12-ze gLOY: 1157 65* 1. 41Z oil Ir- IIt Iit1/401,61-. /IV 4.6 • 15.5. Iv •/ 3Ds• lo 5 coocrcie...*,izt,,a1 • pez,25- v., t f5 •..,7;,:.• I (PI . c II 1t' 61 45 SD $-41"Oisss 5 S elf 1 .4' av,go.,o , • • \ A/ adcta'.s; 1417.2.S- S.-S-41'4e.. 3 Are, 401.1— 155 4ici• ouff,, Fir% 14-1 -FL, gr , 11, 1.. PROJE ADDRESS 4.2.2.e) 65 OE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PLAN CHECK NUMBER Uniform Building Code, 19 Edition. ---"1 ORDINANCE COMPLIANCE CHECKLIST OCCUPANCY GROUP 1 /114.ci,LE 11--,'ActAi Res. TYPE OF CONSTRUCTION vg u_y 6304,v,k2e,. LOCATION ON PROPERTYNCFOR. LtALLS 0.-r_CAFel 64 RIITIMNG H1FRHT/1■10 nf SIORI B._ 6-10e4E-:6 ..(11(YANAT aulskune6A5_ FLOOR AREA GPktoeN,C05 A-Cpi OCCUPANT LOAD LIU LEOEL VLOC.-LLAJC,A. 1 1 5-7 FXITINGREQUIRFMFNIS Mikai Ftcov__ Vcc)EuLC ■ j2j 4i cJ xr izzo, Fall. LI ri r,--] DETAILED REQUIREMENTS: OCCUPANCY '11.-] TYPE OF CONSTRUCTION :AvloVE:137e-T, 00C V-N1 OVA ENGRG. REGS. & KQMTS. c rioc-...t•jnotox_ vaAtvittici V1/4zpoiveo ovt-mAwp 6 (:;( atme cfr-tte — [1] NOTES: ri ;. r~ IPA cc-, AGE ecteC_ Aoe. 712. C "FrzoRT •30( Gto 111 .1120 • 9D 6_5 x LI ril Li Li LJ Li Lil EL 0 oiK 060 ()LK- 0,10 = /1 If 6 WOOIDED PLAN CHECK NUMBER t- 131,,D41 Adsc, < ZO r.:, c City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2061 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO: PROM: 2 -M , a w -4J DATR: JogaR9 SUSJ�CT: / /d- ti oh '/' c GU -61-L N-Of 1 Qt30_00e, /).xi e di 04,1-ti 40e e-e, /929)-7 Z 9 1Q8e?'Glt gbaie l(31 `X 41.33 = leq, 017,00 611 hum' 1- .11 551 . 0 plate A 4) 3to0. 07) -ta,K emziA I '-l. 50 i 1 0 (10 /T2.MEMO) t BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME Pow -\1 \cr \ SITE ADDRESS 5.s P\ SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. FEET LOAD SOUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD • • TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. P/wEATtiIIRtNTY::» .................................n....... : {::::DI!1'.•I:•I�1:::::::xi.. ..n.,,................... r. - .. {ty:.:t•::::..:4v:.•...:T.w:.�. :.. c. Y. ..............:.......}........ v:�w: ?:v::::: •....... ...... ...5:. +.•. }::Y.tt {v;} v %: tr{.. y.%:. 0:•}:!:•} :.'i. ?• }:•Y:•:::.....:...y::l,. ;. ;.•:v: :•:: • {i•::; .; ....; ., .Dat��Sint- •��ta� •p�rovid�•- •°' � BUILDING initial review i v ~�3 �'`.......iROUTEDL '�._� J j -(o-5� ��� �� I§ULtA�':• FIRE PROTECTION: Sprinklers I 1 Detectors C 1 N/A a FIRE DATED: ;,- FIRE DEPT. LETTER d INSPECTOR: sg. Si '2--- INIT: : PLANNING y `� PUBLIC PUDLIC 11-49- `r` . :1' - . US el: ..� • `S • es ►j No" • REFERENCE FLE NOS.: IN A.,_, A //� °,-a 'UTILITY MINIMUM SETBACKS: N- S- E- 73r 1 w 5j PERMITS REOU es No citt I PUBLIC WORKS LETTER DATED: INIT; aura al ro sq 0 OTHER _ -7(-24- - • .- *Yen.. - 1 WI ; r : 0 . .•l (year): INIT: _m2O_ BUILDING - final review INI REVIEW COPAPLETED PERMIT NO. - CONTACTED Ob i- . �p (Init.) -�(. -r DATE READY DATE NOTIFIED off' wi ` %9 PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) AMOUNT OWING citt I • - 3RD NOTIFICATION BY: (snit.) _.o./■ BUILDI PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) vcvv Vwu►w►nv► (SJI.►o.aI■., ►vanVrnw VVlS ..v•�ir (206) 433 -1849 DESCRIPTION : AMOUNT RCPT: # DATE BUILDING PERMIT FEE 9.co PLAN CHECK PLAN CHECK FEE NUMBER .. n BUILDING SURCHARGE APPLICATION MUST BE - FILLET) OUT COMPLETELY ENERGY SURCHARGE OTHER: ; • `TOTAL ci I j.60 SITE ADDRESS p SUITE # /`'?" ! G i -- Y_ . -. VALUE OF CONSTRUCTION - $ I i PROJECT NAME/TENANT POW . \\ Mm- )_. - . . ASSESSOR ACCOUNT # ;iG` it-a - 0l-2_ ; __ V-I TYPE OF ® New Building • Addition • Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) - // 1 1 NATURE OF BUSINESS: A 02/2 f WILL THERE BE A CHANGE IN USE? -) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 2 % ->';-, -7 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ---• () .,, . -. . ; .r'. r. PHONE =t -; { .. ;, ADDRESS j. ?, , .. .' `f: : i :7 . ... .'tIle.. -.. i /.i!J f' ZIP r:"� • 'CONTRACTOR c' ;, / PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # -p,9 (,.F / /4/3 z/ / 3 EXP. DATE S 1 2 3 '; J ARCHITECT , _,,,,, ,- ,, (.51.,.„,,,?,,,,_, , •.r.. ,.L. r . , .--; L• PHONE -2 -7 & — 7(, , ADDRESS LT; 7.:,-; , . ` ZIPS 1 :.HEREBY CERTIFV:<THAT 1 HAVE.READ ANC EXAMINED:THIS APPLICATION; TRUE AND; CORRECT,: AND 1 AM AUTHORIZED TO:APPLY FOR THIS PERMIT.:: BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME DATE o �� �.. . f PHONE y2 <(_� z.z_ ( ADDRESS , . CITY /ZIP {1, 77,7e CONTACT PERSON PHONE 82`/_622-./ APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED 1D- a3-c1 DATE APPLICATION EXPIRES - 0,5 - o 09/90 /B9 COMMERCIAL StSt3MITTAL CHECKLIST NEV(CONNIERCIAL BUILDINGS/ADDITIONS Comp leted building permit application :(one for each struCture):::::" : • ' " " '''"*" •::, • Aisseisor Account Number • Two sets (2) of the following: . „, : : . .. •.,.. ,, calculations stamped by a Washington s saii.ngaineerrePon: stamped by a Washington State 110e....firred: engineer Enesy • • „ „ ... . calculations stamped by a Washington State icensed :: engineer: or architect E t.agal des.: •... Worldnicirawirigs, stamped by 1:WrishingtOn:Stato licensi ••• • . :::::::::•",„:".. ••• Elevatfons priul .00MPleMdutilitir Permit aPPlIcatiOnlonit fOr.:airdre: pmje Six (6) • •••.' NOTE : • See utility permit rifiPiicatiOrtend Cheeltliet,ierf: sp bmfttal ••••■••■•• NOTE: Inckide dimensions of racks (height, Oilifth and ar4�4wyaonpan. • • , I. Structu ral catarrh' dont stamped by a Washington 4u0, *pd •nglnoer(radi storage '• . .,•••••• . : RESIDENTIAL • : .• • NEW SINGLE-FAMILY DY/E1.1.114GS/ADDITIOtie " . . • • • •• Completed building permit application (one for each structure) .: H Legal description . • fl Assessor Acrxxint . „ . . . . „ TWO sets (2) of working drrovingi; which inciude , • site plan •• •:Foundatiorl Plan : : . Floor plan 1.„:". . • • fn Buildlnpl:elevaticins yiewc).:: • .... • Building Cross-section SbuctUral framing plans :'• ....,„:„„,.. Washington State Energy.Oode data ••■•••••• ••••••••■••••■• .•. . . : IDEPITIAL REMODE • • ::Completed building permit applicabon (one for each souctu sire). Assessor Account Number . . .. . . Two (2) sets of worling draWinge,':Which . .,....„„.. • Site ptan . . Foundation pian ", .•••••••••••• „ ..„. „, „ • : . .„ . • ■ Roof plan. ", • • Building CornpleMd uUIity it application: • , :•.:. Six (6) sets of site plans showing utthties, •.... NOTE: Building site plan and utility site plan may be combined.'. See utility permit application and checklist for specific submittal requirements. Adcitional aopographical and soils lamination may be required it unique site conditions. NOTE 11 afty:°tittti• iV°C14. • ts• to °°•°°°11t14sfitte.::°.::!11,.:14i.. permit app#catlon ''tt00 All : . . : ••• . :" . ::" ••• :1 • : „:„ : • buifdniPerinit application (one for each strUcture):". E Assessor Account Nuinber • . • . . LJ Narrative describing existing roof, material being removed, and material being installed : • • NOTE: A certification letter is required prior to final Inspection and sign- off of the permit. • ••' 1 sE 4 4 A 1 111111(1111111N III!I(1�1 0 G-1 feQ: coE L •H ( , 6 Icck 2 fi-1 I 1 s .,t_ tp. L--c. 2ot/,05 Q. • �{o 38' H2-Z0 4Wf> W.-eV: / /S:6 S- it � N i if\ P.o -!sue 9 I Seek le . 00a.. el<_ N kr- ' sit \n .20/ /5o n,cvx 1 fne . tefL, 2 bLT_'1) 1SD I / `r3.2y r CITY OF TUKWILA • • APPROVED Ci E CA-) 19.9. BUILD'' Q i;iON r1':<., hadi3.lx•'m' '' �r '.:z.8+'o".s''Y+,.pi- ,ey= t.`yy. t i,L.' +�r ;,<;. �.`? `-- z_rr- uraa'{a 0,0 C.. .4e -lb si,.. r, it c::5 . Sit! �,.�`�..:r_- s'ia�':[tc✓ a,; -,«tom ii.^'':x' ICI;I�!;I(!;Ijlji(I;fI'!' iljl ;111;Ijl;l�I�Ijl;l�l;ij!(Il1 }i1 1 11 I �III1Ij!; I1Ij! jl1I (III11!!1I!Ij!;Ill111111II!i 3 4 6 7 8 9 NOT~: if the microfilmed document is less clear then this notice, it is cue to the quality of the cricinel document. i U� h c LG 91 SG ''t €Z ze L. OG bl 8l L1 9l Sl *71 �ll! I�il! i��l! I�flll�! Illjllliilll( i !I!I�i!!iilll��ll!��!I!Ili!II!' III { Illi! III�IIII�I !!I�!I!I�II!!,II!I�i!I! 111111111 111111l!Illiuh,n 111111111 IIII�IIlI Iitihill�illljll!! III !j1111�11!Ijllll�l!Iljll!I,tiut 111 11'11141111h! 1111h! !! I1; Ijjl;l�l!111111!1111111!;I111,1 10 / 11 MADE IN GERMAN.' 12 9 '1111;11! U !!111!!1! IIIIlIIIIhmI!Ili I!!II!!II� •■■•■■■•■■•••■••■■••■••■■••••■•••*•■•••■■••■ ••■1, k. 4I_ 4;. 4=1 11-tol t eiP,Ki,46 r,v, 44- o‘e.:X1'5 /-41,okj die :L ' ki 6160,4E. -4.4 Tqj r ,Z-Z7011-) 1-1 19 JJbL ztirf.:L.L •\, 0(7 4\ 1 C6e4,-.4 4c W4 1 t":■••—"r 2,■ A.244.1 P ---V9 41 roof ' • OA' • 4C7 s' ,t t 6 641-16 1.,7-.4117 F(a 41, z 1 0 - I P 167 )•" 71'6 '1-• 4"e . . —PA* 4401--t seA4s-0,2_ To+ 1 understand that the Plan Check approvals are- ubject to errors and omissions and approved of plans does not authorIxe the violatkm of any adopted code or ordinance. Receipt of contractor's copy of oved acknowledged, By ,\ •• ./‘ OW( f I mite _12- —1 I -19 emit No ...... 1 , • • • • > • — . ' 77741 CITY OF TUKWILA APPROVED uff.21 /A •., • - •, kse. - I 11111111111W 11111111 riT111.1,1111111 0 1G DV. 2 /, 6 7 1 n 11 1.44[1:2fl ;IF PI;t211 -1 2 1 i 1 1 1 11111((11r1TifilliT111111 1111,-rilimilqw111111111 = •••■•■•CONNIIIIIMOMM11•140/NOMIVIIVILNDOI.111/... 4>d:2 4 x.4 Poe-iv ,e 4"- ■1 11-d \F/;r::7 A(;,. 7-2 kJ tit0/2. I z, '21 1,4-ik:cr 1 cAdigrr 1 I, 4-14 .1 zir. 10 i%'#e 1 _ 454..?....1:4_,,L;"1:, 1 , uk>.-11 1 1 1 er, 4' I 1 i 1 i ‘12c7rf1 —11. . i- -• ii-7 - :If - •- TT-7—TT—__ ..,,I., r.:)./-- 2 4°4'14r4=1 r,1, W-644' J .• I (2c)ri- cflY OF TUKWILA APPROVED Dc 19 •,S 1 BU D G DIVISION 1 11 10 -7 g,:71-jp" JfarnetAnwon . 4x.ran cora9 soma ?0,4444-, UN R fLOO IN 0 A•ION rL .;;;' .1k1 lireee-N rtear--# r, pt.41.4 4. . • , • r," ' f 're ri 1-T1j 'ft 'T1171111111 1P171111 1111111111111111111111111111111111111111111111111111111 11111111iiiiiIiiii1111111111111111101111111Iii 11 ?...II.ftE IN f,FPMANY 0 16 IF If. IN( 2 4 5 6 7 9 16 r4s W67021EVA ettiDiNG Itlaknati*i4Et SUM-6 EXti13240S, VASMiGION Set= (MO 776-6764 4! - �.�...�- ►- -- ...j.. ri�i�. Z 94° • ; 2-1 . 1 ` < 4.2 . 1 2 °1° PiL -2 .56 10 4 i 3 4.4 c Z 6:75°4: ,P © :(45:01 1 7. 7I- . (0 1 1 o 6" '(4(464r 4440,4 ,490 it V4° y . Z., Zai° ' i i , ,a z, JeA moi F!Pli ttZgP4=f, CITY OF TUKWILA APPROVED 0 ,a /Will '1 0 it TI`• r. 5 ._:. _.. �v 3✓k�:r�r`i `• ✓ ... u f;eysmi %r .a e#''zASSe...,' '11,1111H,iIIJ1 11111 1i 1H iliI'I' 11 ili11 1 11 1,111111,1g1 �i�1,l1Iili111i1i��lil !lilirwIilylI 6 7 8 _ 9 1 11 MF(IF IPI F.FPMANi 12 GENERAL NOTES 1. Contractor shall verify all measures and site conditions, and be responsible for same. Discrepancies, ambiguities, and omis- sions shall be reported to this office befote proceeding. 2. All workmanship shall meet or exceed the accepted industry standards, and shall meet or exceed the ainimurs raguiremente of the Uniform Building Code and all appll.cabls local codes, which shall take precedence over notes, specifications, and drawings. 3. Unless a professional survey accompanies the plans, the plot eau) was d e n frc,a visu•:1 la.. :marks one is_not to be constru- ed as a E(jr:.4f^y. Contractor shall tame full responsib.lity for maintainifte required zoning setbacks, or shall request the owner to M.tcs•+tide a professional survey to determine setbacks, 4. Written deeonsions take precedence over drawing scale. 5. Contractor shall secure all necessary permits and inspections. GENERAL CONSTRUCTION NOTES SITE CONDITIONS 1. If soil conditions encountered et excavation differ from the soil bearing conditions outlined under 'Design loads', contact this office before proceeding. 2. All footings shall extend to below frost line and shall bear on undistrubed, native soil. 3. Roll & moisten subgrade before concrete placement. 4. Excavate crawlspaces to provide a minimum net clearance of 18" to bottom of floor joists and 12" to bottom of beams. CONCRETE 1. Center all post footings unless noted,'& plinth 1" C slabs. 2. Provide net 6" clear from sill & post to finished grade (min). 3. Damp proof footing walls, & install perforated drains as req'd by site conditions. Provide downspout and sealed surface drain- age as required by local codes. 4. Install expansion joints a 8' o.c. in all non - reinforced slabs. Slope all exterior slabs to provide proper drainage. 5. Do not backfill until subfloor is in place, or walls have been adequately braced to resist lateral earth pressure, or unless wall has been designed as a retaining wall and is identified as so in the plans. 6. backfill with clean, pervious material. Compact as req'd. REINFORCING 1. Install reinforcing per ACI Standard practice. Splice corner and continuous bars with 30 bar diameters. 2. .Minimum bar cover ® exposure: weather 1} ", earth 3 ", other 3/4" Place wire mesh at midpoint of slabs. •3. Embed anchor bolts min. 7° unless otherwise noted. 4. Tie new footings to existing with a min. of two #4 bars at each intersection. DESIGN LOADS Codes & Standards: U.B.C. Edition, W.S.E.C. 8* f31 .LIVE LOADS Roof (snow) Floors Wind Seismic zone 25 psf 40 psf eMsfeelOmpme Exposure B 3 Assumed soil bearing B 2000 psf, ilieggemeyseseseagmesseeemseeegymmessome itelangeSsMaNgegig- CONCRETI: 2000 psi 0 28 days, 3 sac'e cement /c}u; max. 6 gal w /sack for all structural concrete, including foundations and me. slabs on grade. Maximum size aggregate li', Max slump 4" Concrete for exterior walks to be air entrained (5 %). RE -BAR: ASTM A -615 grade 40 FRAMING DF /L LUMBER: Plates & Sills DF/L #3 FcI = 625 Studs Stud Fc = 575 Joist & Rafter as noted per plan Post, Header & Beams as noted per plan METAL CONNECTORS: 'Simpson' or I.C.B.O. approved equivalent. GENERAL ENERGY CODE NOTES INFILTRATION CONTROL 1. Exterior joints around windows & door frames, opening:, btwn walls & foundations; btwn walls &'roof, & btwn wall panels; openings penetrations of utility services through walls, roof, & floors; and other such openings in the bldg envelope, including access panels into unheated spaces, shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 2. Weatherstrip exterior doors and doors adjoining unheated spaces. VAPOR BARRIERS 1. Provide vapor barriers at heated side of insulated assemblies. 2. Provide 4 mil polyethylene ground cover at crawl space. Lap min. 12 ", and lap up ftg walls to adjacent exterior grade. INSULATION 1. Insulate floors, malls, & roof per plans. 2. Insulate ducts per W.S.E.C. table 4 -16 & H.W. pipes per 4 -17. 3. Mater Heaters shall meet ASHRAE Std 90A -80. Elect. H.W.T. in non- heated spaces shall be placed on incompressible surface or floor insulated to a min of R -10. HEATING EQUIPMENT 1. HVAC equipment shall be sized to a maximum of 150% of design load. Installing contractor shall provide sizing data & talcs. 2. -Sae glazing talc for Chapter 6 prescriptive or attached Ch. 4 component perforance calc for glazing CLASS rating. GLAZING • 1. See glazing calculations or attached Chapter 4 calculations. e Mee, GENERAL CONSTRUCTION NOTES cont. LUMBER Is Framing lumber: -KO to 19% moisture content, graded per Std. grading rule:a W.C.L.I.B., or W.W.P.f. as applicable. 2. Credo & specie per framing plan &•*Design Loads' 3, Sill plates, deck Substeuctures, posts & beams exposed to ee weather, and any wood le contact with concrete shall. be prasepre t!�. 4. ColUees 6.04 44 shalt be framed to true end bearings with, memo ;te ar�rfir4t3 ,t top & tab= to assure against ':plift and displacepilij t. le Provide minimum joist bearing of Li" on wood, 3" on concrete. 6. Solid block midpoint of ell stude over 8 ft., below perpen- dicelar bearing pertitibnsr end above girders supporting joists. eeeeer. Wood entering masonry or concrsate.shell have }" net airspace " al. tGp, sides, & end. . ee ee8• FitLstdp` J1 •draftstop to cut off all- concealed openings. 9. G1u -lava teams shall bear A.I.T.C. inspecttort,stamp and shall be 'Architectural Appearance' grade where exposes to view. CONNECTORS .. ,. 1. All metal connectors shall be 'Simpson' or an approved equiv. 2. Frame nailing shall comply with U.B.C. table 25 -Q. All nails shall be common mire nails. 3. Clse cut washers at bolted connections, connectors exposed to weather,shall be galvanized or have an approved coating. TRUSSES 1. Pre - fabricated trusses shall be designed by a Washington State licensed structural engineer and in accordance with the regm'ts shown on the plans. Contractor shall verify exact spans prior tq truss fabrication. 2. Non- bearing partitions below trusses shall be held down with Simpson STC fasteners. 3. Trusses shall be installed in accordance with the manufacturers specifications. PLYWOOD 1. All plywood for structural uses shall conform & bear grading stamp of the American Plywood Association. 2. Subfloor: Unless noted,shail be 3/4" T &G C -OX with a panel index of 32/16. Glue and nail subfloor to joists. Nailing per table 25 -Q. Subfloor with underlayment per table 25 -T -1. 3. Roof Sheathing: Unless noted, shall be 1/2" C -DX with a panel index of 24/0 min. Use C -CX min, at exposed eaves. MISCELLANEOUS 1. Provide min. 18"x14" crawl space access & min. 22"x3O° attic access (with clear headroom of 32 ") when applicable. • 2. Verify size & location of all openings in floor, wall, & roof with mechanical, plumbing, and electrical work. Pre - fabricated items to be handled and installed per mfr's recommendation. FIRE /LIFE SAFETY EGRESS 1. Each bedroom shall have a minimum of one window which meets the following req'mts: Max. sill height of 44 ", net clear opening area of 5.7 sq. ft., min. clear height of 24 ", and min. clear width of 20 ". FIRE DETECTION 1. Smoke detectors conforming to U.B.C. std 43 -6 shall be in- stalled per manu•aetu is recommendations, located at ceiling above stairs ehee s pIng roams are located on upper floor. Detector shall be aV,ble in sleeping areas. In structures with basement access to dwelling a smoke detector shall be located above basement stairs with an audible alarm in sleep- ing area. Detectors shall be placed in corridors giving access to sleeping rooms. 2. Smoke detectors shall be direct wired to building poser with- out disconnect switch other than overcurrent protection. GARAGE SEPARATION 1. Garage /dwelling separation shall consist of °r /8" G.W.B. type X, firetaped,applted to all garage surfaces adjoining dr : ^l1ing, structural supports such as posts and beams shall also be wrap- ped. 2. Air ducts penetrating separation shall be 26 GA. or have appro- ved dampers. 3. Doors from garage to dwelling shall be 1 -3/8" solid core (min), tight fitting, and be self- ciosina. SAFETY GLAZING 1. Glazing subject to human impact shall be tempered safety glass. 2. Skylight glazing shall be tempered glass (top), laminated glass (bottom), min 7/32" thickness, provide min 4" curb at roof. SECURITY 1. Provide security at entrance door=_ with min 1/2" throw dead bolt, and observation port 54" to 6e* off floor. STAIRS & GUARDRAILS 1. Stair vii width is 36", Max. riser ht .8e, Min tread length 9 ", maximum overal riser variation 3/8 ". 2. Stairways less than 44" in width pay had one handrail unless � both sides are open and shall b. " ro- C" off nosings, spaced 1 }" min. off wall, with a 1 -1/4" to 2" smooth grasp. Provide min ,, clear headroom above stair nosings. 3. Provide guardrails for areas 30° above grade or adjacent floors with a height of 36"(min), and intermediate balusters or rails floors, spaced so that a 6* sphere cannot pass through. 4. Enclosed useable space under stairs shall have 5/8" GW5 type x firetaped on walls and soffit. Fireblock top & bottom # string- ers and #t concealed openings at side walls along stairs. 5. No warm air furnace shell be installed under a stairway. ELECTRICAL 1. Contractor shall determine adequacy of existing'or proposed electrical service, & erovide req'd circuits per N.E.C. 2. Eiactricean shall provide G.F.I.C.•outlets 0 baths & exterior:-: x 1'11I111I111I1111I;1 1111!1!' 111111 11 IIIIIIIIIIIII1111111111I1I111111I111I111I11iJ1111 1II1111 11111 1111111111`111f 11111111111II1i1111I11111111111I 11 1111111' 1111I11111111111 (I1IIII1Ii11Il11I roKinktfe- r� test's** .0 Oa ffri,W,00tstir, ITIOrelitapeil09047,i royr y pw 2X w Jt2 u a l i ''a ',1 AIi'4 v- view" sSIf5 • OJ Rr) 749 Poo. idU{ ial 2 -tx4 _ �ii w/ 142 IAN eV4 ©!4i'd ['_ `• i t '"Vti '.%l7 t p. k.1 f1664, _f'�� PW .,J- t%1 V P) i v. - Zx4": I cYs� I lva p -G. %!I f2 e -zx 4 4)•m ', °I I I ot4/va.r e'46-n l E wi r 'r''1_ 5 < zcotl F$ F.,<re;'. %P) 11 I ' rw '>1 j t-► l r -161 W/ 545'rtiv. iGlr•lel rx erI %. Fifes i(P�. 5.4p p �, . (� " -�V i►J � + �� Z" V 4.11;2 Z• Ir 4.4914Y .' I z'. J'4l rrt 4 \49 $'ice.. 411110 �I r1' i i • 2.1 rL,?C(fl@�Il�HA� • 4011, Peo �:` rut • 14-x 14 7 aotik- Firmer • "heir.] _ 4 w/ I' '4r► &Vas • tI feiZeleleasielie IZ'IP lNi 214, w4Y CflY OF TUKWILA APPROVED ,. rner -Ander/?n ekrign EIMID lG ofsr,N SE; v ors P <, 1 , I0, of_ -I NJ THE 0,610N to as&ELr* / 530 a,ViON scam mfr' 6 • 5)MOQ Os AASHM TON aao2o / (zoo) 77.6766 . f NOT?: If the micrcfilmed document is IASs cIE2r than this 11 MAf)EMGEPMANY 12 1 -make 'NO t5•C - -d+iAltiNG SCHEDULE -. - c 41fItt'lott .__ orutrrt4 * 3. Seta an ettt nr outer; toana)1 3-8d _. l3f :d''a;;,ea)4;.ti.t::.:.i'rx!i4;nd -_ 2.8d 3. 1'' x 6" subftoar or less to c�cA joist, fact Rail .' 2 -8d 4. Wider than 1" x 6" subflooriozacit joist, face nail ' 3.8d 5. 2" :aabfloor to joist or girder, skirt and AftBlain . • 2.16d 6. Sole pis to joist or blocking. fate flail , te -' 16d at 16 o.o. 7. Sbp plate to stud, end nail '; 2.16d S. Stud to solo plate r °z ' t$ toenail or 2-16d, end hail 9. Double studs, face nail 16d et d" o.c. 10. Doubled top plates, face nail 16,1 at 16' o.c. 11. Top plates. laps and intersections. face nail 2 -16d 12. Continuous header, two pieces 105 at 16" o.c. alviig each edge 13. Ceiling joists to . ate. toenail 3.8d 14.. Continuous header to stud. toenail 4 -8d 15. Ceiling joists, laps over partitions, face nail 3 -15; 16..,Ceiling joists to parallel rafters. cnail 3 -11d 17. Rafter to plate. toenail 3.8d 18. 1" brace to each stud stad plate, l ce nail 2 -8d 19. r z 8' sheathing or less to each;+earing. face nab 2 -8d 20. Wider than 1" x 8" sheathing to c ich bearing. face nail 3 -86 21. Built -up corner studs 16d at 24" o.c. 22. built -up girder and beams 206 at 32" o.c. at top and bottom and staggered 2 -20d at ends and at each splice 'Common or box nails may be use. zxcept where otherwise stated. 2Comman or deformed shank. 3Common. 413eformed shark. i . 5Nails spaced at 6 inches on center a' edges. 12 inches at intermediate supports 00 inches at intermediate supports for floors). except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms and shear walls. refer to Section 2513 (c3. Nails for wall sheathing may be common. box or casing. 6Corrosion- resistant siding or casing nails conforming to the requirements of Section 2516 (j) I. 7Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. Corrosion- resistant roofing nails with 7 /16- inch- diartrler head and 116 -inch length for 112 - inch sheathing and 13/4.inch length for 2562 -inch sheathing confo- ming to the requite- r-nerds of Section 2516 (j) 1. 9Com sion- resistant staples with nominal 766 -inch crown and 116 -inch length for 16 -inch sheathing and 11/2 -inch length for 25132 -inch sheathing confo+ ing 'o the requirements of Section 2516 (j) 1. • ZXIo� 14%CG T ova 4,14,,,„„.,61„, HAY Atte. _ L _FJ hiovvi , jiKvEirihN4 '000 ti _14 1449 - 1 _N till lull 1wS/. ✓me6 Q I0 I may! _ R x16r- e4 t C,t- io"5c5() 1 •,T16. - 1 4 •ZXScn G'0,C, 4 )<I0 L w t'rt 2x4 t4AIL40 1> CL 41 11 4v Reff., at`i r7134.0 x�ar Ibx COtZ rizot 4.4 /e)cP 19Pfp FJ, i1171 11 ,FS.e%tie'3"�e o +.! %Ci�l±siiwr.ffi ail '1'1'!11 ►�1f1�1!l�lli�1 2 Z-$4 k,,et ,W4. ' ,17 `T • • Dimeislonsi 1$14" bra. 311' ., 1F611111t�1t _Xmas tab 2t5/e' Hearth Dizocanknts t`.otnbutlion Alr inlet Gen 13/0 Inlet NOTE: Above dimensions are for reference only See installation instructions for specific sizes. ( _64;4;4 r4 -- I .1 I . V. Hearth Extension 57' x 20' ‘Alkplare,o_iiistram45 dam. e .t414. f i P ik f ff 1l,' ar. t 1%/F.4.1.(41,, flzepyli20, Ipp .44,1 Pl,kfr : , iii 4 rapyi f'3 1,7govir,K, ruiCp Poe Ai l } 'fie ,- .'7rr! ► oy 11 -86 CITY OF T"flWIL1t APPROVED 1� 1 `1 t . 11 1 I �1 �1 1 I 1�1 � 1�1 I 111 � �1 I 1�1 j 111 l 111 � 111 l 1�1 � 1�1 11�i � 1�1 i111 ! 111 ! 111 � 111 I 111 111 I 1�1 � 111 I111 111 I 11 ll I 111 j 1�1 11 �1 � 111 llj1 11111 � 1 ij 11I11i111111 Ii11 4 5 6 7 8 9 1 11 MADE!11GEPMANr 12 i AI'17.7 • IF aw .F:1. t „r....., ..-- 1 ..nn +Inner +inn., +h:n 23. 2" planks 2 -16d at each bearing 24. Plywood and particleboard:5 Subfloor, roof and wall sheathing (lo fran::_g): 1n" and less 6d2 19/3 "_3 /4" Sd3 or 641 7/s "- t" 8d2 06" -1l /4" Combination Subfloor.undtrlaytnent (to framing): 3/4" and less IOd3 or 8d4 C.'" 7/a" -1" 8d lI/s " -11 /4" 10d3 or lid a 25. Panel Siding (to framing): 1!2' or less 6d6 5/a• 366 26. Fiberboard Sheathing:7 of No. 11 ga.a 6d3 No. )6ga.9 2562" No. 11 ga.11 8d3 1o. 16 ga.9 'Common or box nails may be use. zxcept where otherwise stated. 2Comman or deformed shank. 3Common. 413eformed shark. i . 5Nails spaced at 6 inches on center a' edges. 12 inches at intermediate supports 00 inches at intermediate supports for floors). except 6 inches at all supports where spans are 48 inches or more. For nailing of plywood and particleboard diaphragms and shear walls. refer to Section 2513 (c3. Nails for wall sheathing may be common. box or casing. 6Corrosion- resistant siding or casing nails conforming to the requirements of Section 2516 (j) I. 7Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. Corrosion- resistant roofing nails with 7 /16- inch- diartrler head and 116 -inch length for 112 - inch sheathing and 13/4.inch length for 2562 -inch sheathing confo- ming to the requite- r-nerds of Section 2516 (j) 1. 9Com sion- resistant staples with nominal 766 -inch crown and 116 -inch length for 16 -inch sheathing and 11/2 -inch length for 25132 -inch sheathing confo+ ing 'o the requirements of Section 2516 (j) 1. • ZXIo� 14%CG T ova 4,14,,,„„.,61„, HAY Atte. _ L _FJ hiovvi , jiKvEirihN4 '000 ti _14 1449 - 1 _N till lull 1wS/. ✓me6 Q I0 I may! _ R x16r- e4 t C,t- io"5c5() 1 •,T16. - 1 4 •ZXScn G'0,C, 4 )<I0 L w t'rt 2x4 t4AIL40 1> CL 41 11 4v Reff., at`i r7134.0 x�ar Ibx COtZ rizot 4.4 /e)cP 19Pfp FJ, i1171 11 ,FS.e%tie'3"�e o +.! %Ci�l±siiwr.ffi ail '1'1'!11 ►�1f1�1!l�lli�1 2 Z-$4 k,,et ,W4. ' ,17 `T • • Dimeislonsi 1$14" bra. 311' ., 1F611111t�1t _Xmas tab 2t5/e' Hearth Dizocanknts t`.otnbutlion Alr inlet Gen 13/0 Inlet NOTE: Above dimensions are for reference only See installation instructions for specific sizes. ( _64;4;4 r4 -- I .1 I . V. Hearth Extension 57' x 20' ‘Alkplare,o_iiistram45 dam. e .t414. f i P ik f ff 1l,' ar. t 1%/F.4.1.(41,, flzepyli20, Ipp .44,1 Pl,kfr : , iii 4 rapyi f'3 1,7govir,K, ruiCp Poe Ai l } 'fie ,- .'7rr! ► oy 11 -86 CITY OF T"flWIL1t APPROVED 1� 1 `1 t . 11 1 I �1 �1 1 I 1�1 � 1�1 I 111 � �1 I 1�1 j 111 l 111 � 111 l 1�1 � 1�1 11�i � 1�1 i111 ! 111 ! 111 � 111 I 111 111 I 1�1 � 111 I111 111 I 11 ll I 111 j 1�1 11 �1 � 111 llj1 11111 � 1 ij 11I11i111111 Ii11 4 5 6 7 8 9 1 11 MADE!11GEPMANr 12 i AI'17.7 • IF aw .F:1. t „r....., ..-- 1 ..nn +Inner +inn., +h:n