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BURWELL ST., 3710
, ~ ,,' '1" tJf '."!f,,,jJ: < ~/ .l ' ,::' , ~.'~~' o:t,"~~ '~j"~" " '. . .~ t ' . \', :' '. ,\1 "." -'"",.' ':'.1,/ , , , \,', : '.\ /\') ".,,, .,.. " . 'B R i'~ E~~ T~~' ,,,;' ' , ,- ',)"', ", , B U,1'L,0 I N G, ',p ER,M'.IT :~ E~P~~R!'T M'~~~ ',J.',}'" ','" , I (,1 , I >, ' ,',== = = :;:;:=:;;: ==;::~ ~"~:;:::: ;:;:';'=::.,:':::i: =::; P= =,'=::::: =-= = :: ==:: =;:'= =='::: :: =,::::,~ == ':;',;;=:; :::~::=;::;: i:=: =: == == == == . ", . '. APpT rgat'iqI).,D:~te' ,05/2.6./:1992, ~, ' 1f.!sU$ Da.,te: ' ,P6/0$/1~92 i, ' ""AS$ess6,r' Aqc,t ,,# ',' S:L:t.e 'L'odation . : ' 'O}o1ner ,"" Last Name , , -' !'street : ", -,Ci ty : ",-Phone,',' , "', ':''J1~nant' s~ame, : I,:, ,,:Ag ent ' s Name "',,' ">~rchitectt s Name' ' ',' ""',i~-nOBuildin9' ,,',' , [' l:,G~ading " ,,' [,] Sign/ ,'" [ ], Pa\ring, ,,' "', ...' ,I ,} 'Me9h~m;i.Gal"'" (-) ,.t4ove Building [lBurninq' , [, ]tindf;!,iground ' [:' l.Pl wnhi ng , '[] Mobile Home [l Land, Cl ea~ .tJ'J}emb L~ ti6n ",J';' ,','. ' . 3710 ,BUR,WELL PRATT , 371"1, BURNEL):.' , , ,BREMERTON , , {20'6)c~373:""5581, : . ,- .,';, ,.'. \ ." ~ ' .A}pplication! tlumber.92APOS.ll~ Permit 'Number ,13294, ,Proj~ct: G170Up.. .'. ,1. -: .;- ... ";'. , Fi'rst'MAEYLYli " MI 'stateWA Zip 98"310' , ,1 PhO;Ile(206) Phone (2045) ~' I" . '>' ~ "':',~,_'';'-:~"7:':- ~ ...,..,:-,'~ - _.:... ~ -:':-::~:._--'~ ~ ~-~~ -..; -.-";" -,..:.:":' --'- -.- - -,~ - -'~ -~,~ -'~'~'" - - ';"':- +~..... ~"~ ..;.,- :"- ~ ."''';'' .~', : Bu$lc:ij;ng'COJ.l~~a'cto.i: : '. I ',. ,;~ ,'.'J,'~. '.~, CONCRETE,' , 2:169 ME, ,JOHN CARLSON 'BR:EMERTON' " ":;(2.06} 692'-0216 . '. ~ . . ,~ ROAD, .' '; ,", ., " , 'I ' ,'.J'GdON**09{)M9 ~tat~~lZip'~8~ld 't' .-. '," , " 'Expiration Pat~' 07/:25/1992',' ,ExpiratichDate ',:Nat.ure 6f:W.or~: ",' , " , , 65Je:$;b,,'Of ~etaining,'wall, 8 feet !1igh~,: I :~ 'J . , . l ~ ~ ,: "I' " " ,\ "" ," . :B:uil:q::t'ngVa::Lucit'iop', "$5200.00;~'", . , ~ "'~"~r:- -:.~':7' -.+--"- ~,.-:--:""~''7''''7.--~.--'~ - ~ ~-'-.~- -......'-,- -: ~r-~:_,-.-:-....'~--.~-.':":: ~..:._.- :-':"7~ ""'..,....- -'-',,-.'-"~"';""-f-l/-:-'--(';"" "f '.9ou~cil.District,:'7 'Census Trao:t; . , {CoIlstructiQl'l ' ,Type' " ~'\t'. ' irJ " , Sq, ,F.e,.et, . , " ; Inspections " Requited ' "., 1:" . "Residend~' [XJi ,'.ZoningFound~tTonrxr' "" BUsiness [ 1, 'Type ,Framing' 'fJ" ,Other" ,t J' Insulation Jl''- .: , ",' '. New" []P.lllITWirig, - ,'[ J' ,~Repair.', [ Jstatus ','Mechahical.[ 1, " ,RemodeL ,[ ,1'Codeo;, wallboard, [] : Addition, (x} , ,32' , 'F"nal '.IX] -- ...-- -... - .;..--:.._- -- :......,--...-- - - -- --...... - --'- ..:_- --- .:....:... --- ---- -:6 -- --',.. - -- -- -... .....~~C~i~"~BY;~~~......... ..... .... .... ......... AP:rOV"dB,Y:/A~#~< . '.,.:..... 't_~"_-,",_.--,__..;:..'_"';',.....-":'...:,;""~.:....;..._,_' ., _....:.,-_. -___ ""':'~':"__'_'____'_':""_'_'__~":"_ ':'_.J;.-~_..._-~"?.:-!"~..;' 1., ..~~~-~~-~-----.~-~~~~- ---_.~-~- -~~~~-----~---~- -~~.~~ ------~--,-~--'-" . , ! ,; , :' .: ~ ,,," ", , ,', ~ . ~ ' ., . ..~I,~ ,'I, ' :, -' BR E M'ER T'ON I B U'!'L DI NG D E, ~_AR T',M E N T " "J: ~' , P, E' R M' I T AP P L:~I CAT, I 0' N' . ':I.' '-,. .. ',j. ~ . ~ '. . , , '- =F'==~.=?='==='~==~~~~~,=~~~?==~=====~========~=~~===~===~================ "i', 'A.ppl ication Date 051 2,61 1992 Iss'ue, Date " Assesl:!or Acct # Site Location _, ,3710 BURWELL 'Owner'~ L~st Name ~RAtT. , , Street', '3711 BURWELL " Citj BREMERTO~ ~ :::- Phone >:, ' ,(:296) 373-558;I. Tenant'sNam~ ," Agent; s Name " ' Architect'~ N~me [X] ;Sui 1 ding [ ] Mechanical'" []Pl umbing' , ._j', r "/ . ~ .", . Appl ication' Number 92AP05112 " Permi,t 'Number Project Group FirstMARYLYN Ml State WA' Zip 98310 " . Phone(206)' Phone(206) [ ] Paving [ ] Undergr,ound [ ] Demolition ", [] '[' ] [ ] Grading ,Move Building ~ob~le Home -,,-.t, ,". . [ .] [ ] [ ] Sign " Burning Land Clear ' ~ '-' , , , " , , ' . . " . --------------------------------------------------------------------- , , ' I,. _, Buil~ing,06ntract~r: contractor " .'", J &"G' CONCRETE " Street " ' '216~, NE JOHN CARLSON\'ROAD. , ,City. ," .' . ,BREMERTON ,Phone , .,,' "'(206) 692-0216 Represent'ati ve .,' ",State License #,"JGCON**090M9 '. Ci ty. License, # . , ' ,'+ , ~: ' ',.' State WAZip 98310 'Expiration, D'ate'07 125/1992 Expi.ration Date , , Natur'e of Work;.' , 65 feel of retai,riing) wall-, 8 feet high: " , " ." . -,- , "' .:,~ .. ,c, , , Building Valti~i'tion " $5200.00 - - -'\~- - - - - - - - - - - - - - - - - - - ..:::... - ~"- - - - ..:.. - - _..:. - - - - ~ - -.:. -,"':"- - - -"- - - ...:' - - - - - - - - - - - - - ....: - - - '. " ' ~ - Council District 7 "Census Tract "( 'Construction ,.,':- Type ' ,'. Sq Feet Inspections Required " , . ;...,. "" ~. . Residence [X] Business Other' New,. , Repai r Remodel Addi t ion, '[ ] [ ] , [ " ] ,[ ] ;[ J i ,[X]<: \"" , ., ZOl!ing", '. Type .;: " Foundation " Framing Insulation Plumbing . 'Mechani.cal .Wallboard Final [X] [ ] [ ] [ ] [ ] [] [X] Sta.tus ',' Code; ,32 ,gz?l~ - ---.. 14- I , '^ -- :I.J,J-' ~tt ;il\ ---, , 4-~, '- : .; - -' " ;n j' I l.~! I .- I " - - , '" '-Z-' I ,-- ., ~ , .., .; :: /58' .. :,,~ " j' I - I ,. c. 8034 M.L. MOCAN DES G~~"'~ - 'I.. P. O. BOX 719 9552 SILVERDALEWAV w. ~ SILVERDALE, WA 98383 ~ .4 .1 :' ,"Z?). '-!! . ....; ,. I,J. , -,-"..,''''' ,I"'~ ~:' , ;? ----: ,P' I'; J 4 2 0: il 2 n rvr?', '~~f ,.) ,.j , r152" ~'l (\0;/ , ~; I r-;-... . ( 1fJ:4 ; '-' : ., ,4 '15i' . -.--:' .:".. ;.' ~ ~ . /t>1. .,' 4l~ , 1 I \:.1 ;1 I I '~I ;';"1 - - , " '.. :..-.-- (~. i ~~~.: "-. i3i.o; ~ --' / '::\-::- '- r I I~' ,----:--,. l:'~ ,- ------, , :--5 i I ! I : ,H.; .11.... ~~ /;-~ , I ~ ,I, I I"" 1'.1\ -- ,4.5 \- ._~ . \..::. - ''=>3,3'''- I~ (~32) ~ - r'i::-'A, -< ". ,~ -' .... L ~ u ._, I (i4Zl. I i ~ '.::.~::~! .1 I:~ ,;/' ,--- -'71 ,~ CITY ~~~..,...~.,.,~~'.....-~~ a urrWCLL <!-aUM\;y ,cI, A I:! (,;:.0 ':is :3C' +__, , I :@~.@~I~I@ ;1 ~ . ,; 2, "I ~ ~ ~ tJ III ~ t ,.....O'~ i ,~~ A. ~ ,- u-:;'~" ~.,' .._~ , 03S"" .......-",. ,..,~, ~1 1;5 : ....i. 57 I !. . , ~'.. ""'--. .. ~l " ," l. I (,..'-~. \~4. ,~1 IB '----,.., i:;' (03_:-';/ \) V'J l\.. Q ~;,.. - ~ OJ \, .-:- @:. ; " ,~ i V:;l(~,. ~ '. , 'wi, .---. 11),', '0,,'" , 11 "_~- " I I I, i' ! i~' , I I ~ Q:: ~' CJ I I", h -~ , ! 4- 7 ,'~V -.--.....,. I~ j(l ...- , I.~ I ~ ~ (14:8'. . I "- .--' .I~ ~~ '--, . " lYse ~~~ ~ ,. 7 ./' '~ " , ~ .'" b, 70 " ~ -:---... ~, . . ... i) 1 1~150' ~" ~:;-::;--.." - I IZS ,( IZ 7 '. \, _/ I , _________I ! r:.) <, ).t"t ~o~ I'~ I I;:' , !Q :" ,. ....::~ -.sTREET K , I \ i ~; I "'I , ~ J ~. (),.+\ '-- ~, ~,.": -, ':'') 19 ,~ '---- ' ' \.1. , /--;Z9) \,--I~,;, b'S! i.I~,.1 ',_ -:11 I I I -= <; I ~ > " ~'" ';; . I "" . n I (i I&~'(OZ~ '1' 'r- i "-. 1'-:-- :J,' I I "'":.w. i "-4 I t , " ,I \. I , i J '[ ?3 /08 -. :.. '\" ~"" Sf . ~- , --:-::----. \.,J 17 , '4~ J: l.}t:10 uJ A.LL... ,j liftS LOCAnn,) I I ~,:' .---- . ---... '('JIB !" ....-' (Ofu ; ----', 1..1" "~I I 0., -.. )-.. :i < i I ~t :.:~ I - I ~ ~ !~ L': " ' ct ~ Q.) ~I 1 .. ' I I" 1 , n ! I ~ " -' i I~ I ~ ,jl I I I,: I ~ .LL___ ,';y; ~ ~' < DO,uglas,Engine,~(lng 909 Seventh Avenue- Suite 201 ~ Kirkland, wA 98033 (206) 827-8938 FAX (206) 827-3482 0' STRUCTURAL DESIGN CALCULATIONS ~OT 127 - BuRwELL STREET RETAINING WALL BREME~TON, WASHINGTON ,M.L. MOCAN DESIGN MAY 1992 D.E. JOB NO. 92035 ... ..-.-- . ~-,....... -- --- "-" ....... _ .---. ___ ...... ...... --.:::I -I:- ...... L- L...;., ..-... ~ . -., -....:r., ..-- _ t::..I~. I ora I STRUCTURAL NOTES GENERAL 1. CONTRACTOR SHALL PROVIDE A:'DEQUATE SHORING, BRACI~G, GUYING f TEMPORAR SLOPES~ ETC. AS REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH SOUN, PRACTICE AND ALL LOCAL, STATE AND NATIONAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONr,ITIONS 1 AND REPORT AW DISCREPENCIES TO MOCAN DESI~N AND/OR DOUGLAS ENGIN~ERING ((206) 827-8938, AS APPROPRIATE BEFORE PROCEEDING. 3.. .~LL CHANGES AND/OR SUBSTITUTIONS OF STRUCTURAL ITEMS' SPECIFIED ON THESE DRAWINGS MUST BE APPROVED IN WRITING BY DOUGLAS E~GINBERING [(206) 827 8938} i , 1 CO~E UNIFORM BUILDING CODE----------1988 EDITION DE$IGN LOADS ! i ALLOWABLE BEARING -------- 2000 PSF (wi increase per UBC 29-Bf footnote 4) EARTH LATERAL PRESSURE ---- 35 PSF/FT (active) PASSIVE PRESSURE ---------- 200 PSP/FT i SOIL FRICTION ------------ 0.35 FOYNDATION 1. : 2000 PSF DESIGN SOIL BEARING (sandy gravel and/or gr1avel) . ASSUMED - OWNEF' TO VERIFY. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED GROUND OR STRUCTURAL FILL. 3. STRUCTURAL FILL SHALL CONSIST OF SANDY-GRAVEL OR GRAVEL MATERIAL WITH LESS THAN 5 PERCENT FINES (MATERIA.L PASSING A #200 SEIVE). ., STRUCTURAL, FILL UNDER FOOTINGS AND FLOOR SLABS SHOULD BE PLACED IN THIN HORIONTAL LIFTf NOT EXCEEDING EIGHT INCHES IN LOOSE ,THICKNESS. EACH ,LIFT SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY, AS DETERMINEr BY ASTM TEST DESIGNATION D-1557-78 (MODIFIED PROCTOR). 1.. 0<: 7 REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE CONTINUOUS REINFORCING BARS 40 OTHERWI'SENOTED, AT ALL SPLICES, DEFORMED PER ASTM A615 GRADE BAR DIAHETERS, 1'-8" MINIMUM, CORNERS AND INTERSEC'I'ING WALLS. 60 . LAl UNLES; 2. 'PLACE 'REINFORCING STEEL IN AC90RDANCE WITH THE "ACI HANUAL -' OF S'I'ANDARI PRACTICE 'OF DETAILING REINFORCED CONCRETE STRCCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS - - - - - BOTTOM & SIDES. . . . - - - - - - - TOP . . . . ; . . . . FORMED SURFACES - - - WEATHER FACE. . - - - INTERIOR FACE . SLABS - -.- - - - - - TOP SURFACE. . 'BOTTOM SURFACE. . . . 3 . 2 . 2 . . . 3/4 1-1/2 2 INCHES INCHES INCHES INCHES INCHES INCHES CO~cRETE 1. FOOTINGS & WALLS,-,----------,-- F'c = 2000 PSI (28 DAY COMPRESSIVE STRENG~H) 2. DESIGN MIX FOR 2000 PSI CONCRETE TO BE MINIMUM OF 5 S;~CKS TYPE I CEMENT PEf CUBIC yARD CONCRETE, MAXIMUM OF 7.0 GA.LLONS OF W,\TER PER, SACK CEMENT. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE If ACCORDNCE WITH UBC TABLE 26-A-3, SECTION 2604; VBC S~\NDARDS 26-1,26-2,26-5 AND 13-88; AND ACI CODE 304-83.' ALTERNATE' DESIGN >lIXES NAY BE USED .IF SUBMITTED TO AND APPROVED BY DOUGLAS ENGINEERING. 3. AGGREGATE TO CEMENT SHALL BE ,SUCH AS TO PRODUCE A DEN;3E WORKABLE MIX WITH A, 5 INCH MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGR1~GATION OR EXCESS FREE SURFACE WATER. WATER CURING SHALL BE USED. AIR' ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. "'1AY-:2:2-'~:2 FR I 14:04 DOI;JGLA=::; , "".- E N G I t-~ E ERr t.~ G 0:: :2 0 'ff': p _ ~3 5 CYCLONE FENCE - '42 I M1N~ l-lE IG+1T' ;; t 1~12~MAXI~ 51..0FE~ 'fOR "'~~" MINIMUM ""- '!=ROM WALL 12 ---, I MAX ILI_III=III~JII- JlI=IIJ=IJI= - 4" . FERFORA TED FOOT1NG , DRA'IN WI FOSITIVE GRAVITY : OUTLET .. 1'~~1I WIDE ~E DRAINING 5ANP O~ GAAVEl.. , ENT,Ir<E HE IGHT or: WALL \ ~ ((&) · 4 CONT i' 4 . eu OC. I J'_~1t (~ (2) · 4 CC:>NT. . TOP OF UJAl..l.. elf MIN C,~5 4l el~lZ>U OC. MAX FOR: FENCE FoeT ! ,-, " . . 4 vER1; -& 1611 o.c. . 4 HORI,Z . 1211 OC. ~ t Q I ().)' · 4 ~L · e"oc. 2(Zl" FORMED 2X4o SHEAR KEY ~"" . 4 '124". ell O.C. .'TFROA:Rrr LINE II =111 , III-Ill f ' II] -1,]1 II =::, ' ~:L ,- :.-t 3" LF! >-0)' 4 CONT ~ ~ ~I~ ~ ell ell ,3'-8ll I'_~" AJ.. iE~NA iE .1 MI"-lIMl JM =n~"'j"-I~~ llJ i~"'U . ,. ~ 1-. o....;;JI ~ I..... ~ L- .~-. .... I'" ~ -.. ~ .. '"If" -. _ r_" "_" CYCLONE FENcE - 42 MIN. HEIGHT hl2 MAXIMUM eLOPE ~ FoR 6'_011 MIN1MUM " l=FaOM WALL 12 ---, I MAX 1i1_111=llj=lll- III 111_/11_- (2)' -4 ceNT. . TOP OF WALL SIl MIN CANe . e'_~1l oc. MAX FO~ FENCE poeTS . -4 veRT tt 1611 OJ::.. . 4 HOR1Z . 1211 O.C. ~ 1:: ~ , ~ , '\ . . \. J . 4 X 4'.611 . e" OC., 4" t PERFORATED FQOTING DRAIN WI POelTlvE GlAAvrrr ,i OUTLET" 1'-0" WIDE FREE i DRAININC1 SAND OR GRAveL TO l'-lZl" Ff<OM TOP OF WALL FORt'1EP 2X4 SHEAR KEY . . VPF!OFERTY'-INE 111__111 111 111 t 111_111 111=:: - -.g:: , - :-1 . -4 it ell OC. . . ' ~ 1I-lllrlll=111= (0)' -4 co T--1 , 1\' 4- c..o\.J'~ ~; I ! - - , , ;,'~211 811 411 4'.211 @ - lU..6.1 I AJ.. iSRNA 1E Z ~L~~~~" ,.~ t=;:?~i='l=~"'V LI~I: .0. t-t T - ..:::: ...::.:: -==' ...:::: r- I"": .L .L <+ ; 10 ,=. .LJ -lJ U .....::a L... H ==- t=. N '-" .L r'~ t=. t=. t-< l; r-~ '-" (. ~ 1:::1 e::. P _ I2:IT SHEET NO. q7-0~5"1 :5" Rso JOB DOUGLAS ENGINEERING 909 Seventh Avenue -Suite 201 KIRKLAND, WA 98033. 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To orlir Ptl:!IE7CUFllEE 1-3>>~ , " RE1AINING WALL DESISN bOt/""7 P;~JjECT: fiESG,~I PHON: t1a~e 1 un 127 HE1AINlNi3 i-IALL - BiiS'!JfRTON 1.) ALTE?lNiin:: 1 - /lifNI,lf<..'M FGUTIi\8 (AL..jer(I.;rJA.Tli C[RR~T INPUr VALUES: i;'t or $9il re~air;Ed (ft) = Ht of~;~!l anv ret~il1. soil (ft): ne;Jth df footirvd ift> = . ihicb12SS of footi-r.Q (in) :: Thi.ci.:r.ess of wall (in) = L~m~th of toe (ft) :: length of heel (it) = Backfill,sloae (d,,;. frolll hortz.): A:tive soi 1 pressure Ut/ft2J : Si.!rchar'~e (11J/ft2l :: SIJ;:-erim1c'sEd loads - TO[:l o.f Wall DEad load Ubi ft J = Live load UbfftJ = Dist. froM out. face wall (l~l:: Ur.it .~~i ght of soil (l'b/ft3) = Passive pr~5Sijre (psf) = FrictiOY( coefficient :: Allow. $~il bearing pressure(psf)= Al!ow. cO!1Ct'e~e stn~ss (psi) '" Allow. steel strESS (ksil = Dist. st,?€l frQf!1 Cr:q~:J. filca(in) = i stress incl". along stem (1-10) = ~SULTS OF CAlCfJLATIOf..!'S: DVERTURNtNS ~,Y,ENT: 4.25 k-ft WE lGHT MG,'f,t,'olT A,iM Od (ft> S~em O. tl2 1.8J F'ooting 0.46 L 83 Soil @ !fEel 1.35 2.92 S-oil @ rc,e o. 11 O. 75 SU.J2rim(l<;.;;ed DL 0.00 1. SO TOTAl RIBk1ING NiJMENT: FACTGR Of' i SA,cfTY =: 1. 49 ., 7.50 0,00 1.50 10.00 ti. O<J 1,51) Tpl::'" 1.50 1'"l.."'1.... 0.00 . 35. 00 0.00 0.00 0.00 0.00 110.00 2f}O.00 0,35 200!).l)l) 2000.00 60,00 5.00 10 ,(f' ,(}"'J c~.' '. \ :7 , / / iHGHTlNB ~.;J[!iS\fT (k-ft} 1.50 0.84 3.93 0.1)8 1),00 ' 6.35 " I;' r "-- ~, I " I " , ~~ (~.~ STE~ 5'RES~~S AND RE!NFQ{CEMENT: Ecce~tric~ty in inches = 12.79 HEIGHT 5HEh'l{ Soil Prey;ure = 2373 PSF UUloi'>able Soilwi:!ssure = ;:000 PSF) DO~'N STEM SHEAR SfR€SH ~GXENT RE! NFGACE~8'iT f'~ "2.i)oJ(I+ .2(3,&7-l,01l)) INeR. {F'Tl (!(!;:JS> (:os!) I (FT-KIPS) <!:'-i2) = ':::Ob8 q,p .'. oVJ 1 0.82 0.02 O. 33. 0.01 O.l,)!) SUlJ;:N8 FORCE '= 1.42 k 2 1.63 0.00 1.32 0.04 0.00 F; ict! on = 0.% k 3 2.45 0.18 2.'38 0,1S, 0.01 . Passive Prass~re = 0.22 k 4 3,27 0,32 5.29 0.35 '0,02 Ii' , :\~~o, 03 tOTAL RESI~Tf~~ fC~CE -= 1. 18 k 5 4.08 0.50 B,27 0.6a 6 4.90 0.71 11.90 1.17 ' ita. O. ()5 FACTOR OF 5gFETY A8ArN'3f SLIDING '" 0.83 16.20 1.85 ~ 7 S.72 0.97 j 1,),00 .~s~~l,~~,:~Oill of :~ing' a 6-. S3 1.27 21. 15 2.77 d. 13 -- DEPTH OF KtV REGUIRE:D 9 7.35 l.61 25.79 3.94 ~ 10 e.17 i.98 33.07 5.40 O.ZE, fi" uc.. J AluJW;:a~E S'lEqR STRESS '" 76,0 os~ ~4'i I"' H -f - ~ L - ~ ::..:::: t- t< ~ '.' '" ~ q.: 1:::1:::: .1.JLIL"..::ILH::=J I:::. N G .1 N I:::. 1:::.'-":, .1 /'I. G RETA1NING Wr'\Ll DESIGN i'HDJ"ECT: f>fSCRI fiT IDtIl: aage 1 lOT 127 8UR\.;ELl STREET - BREt.EilTD-'-! :'\ RETAiNU.;s ~U - Ml~IlIlUM TOE (f\t..:te;<L'" A.'\C; 1.. CURRENT iNPUT V~UJES: Ht of 59i1 retail',ed (oft) = Ht of wall abv retain. seil (ftl = lle:rth of fc,oti ng (ft) = rnic~.m1!!.s of footing (inl = Thickr!::ss of WE.ll (i\'\} = Length of toe (ft} = Le!1!!th of heel (ft} = Backfill slope (deg.frc.'ill hol'iz.)= ~tiY~ soil pressure (lb/ft2) Surcharge (lb/ft2l = SQoerimoosed loads - T09 of ~11 DEad load Hhiftl = LiVE! load nll/ft) = .,1 ' Di5~. fr~~ out. face 'wall (in): L~it ~~ight of soil (lbift3) = Passive press/ire (psf} = Ftidi9fl coefficient = Hllcw~ ,soil bearing pressure(psfl= Allo\lh ; concrete st i"e5S (psi) = Allow. ; ste-el stl"ess (ksi) = Oist. ~teel frc<ffl.cO!ll;h faca I il'l) = # strs~s incl'. a!ol'lg ste~ (1-101 = 7.50 o.t)l) 1. 50 10,00 S.OO 0.33 ,. o-.JI 3, 17 Mo:~'- 0.00 35.00 1),00 0.00 0,00 0.00 110.00 200.00 0,35 2001}, l}l) 2(100.00 6f),01) 5.00 10 : RESULTS OF CAW.JlATiONS: OVERTuRNING ~u~2NT~ 4.25 k-ft ~rGHr ~O;~\1 ~~M (kl ,(ft) ~~ ~~ ~~ FOiJ~! l'l9 0.52 2. OS Soil!! Heel 2.85 2.58 Soil @ Toe 0,1)2 0, 16 S\.iDeri~lp()sed ilL 0,00 0,33 mtAL R!BHTING MO/1iENT: RISi11ING MGjj:;:)I/T (k-ftl 0.54 1.09 ],,35 0.00 0.01) 8.% FACTUi( OF SAi='ETY:: .2.11 Eccentricity in in~~es = 11.52 S)il ,Press~re = '2497' PSF (Allowanle Seiil ~'ESsure = , I ' \T'AHW -:. 2.000' {I+ O,'2...(4-I)J -:. 37-()OP:;.r.f'. SLIDING FClXC'€ = 1,42 k U <7e I' F'l'iction = 1.47k ~~1 Passi~e Pl'e5s'.ll"e = O.~ k TOTAL RESISTING m~CE '" 1.70 k FACTDR OF SAFETY A8iHNST SUDINS = 1. 20 lltPTH OF KEy ~1-j!~!) :: 1.06 ft U \A' I'". j(", J (I:lelow battO<ll of fo!)t ingl -< ,0;: :z 1:::1 6 p - ~?~ I . ~,8sh) ~) po"-IO. r,,: <i'p) \ "" 1~k( V~ -:. liV(\ 1'0) (fl::~- 1-toJ ~ 3. i 5'" -:z '1;-^'-- fLc 1\"" '"1 '~. Ii,.. r I c..l. II ">,,.. Ie N <N" r ~.8 - 11.. r'V 11:. Vl.,,)k. - 1, 1,..1. ' P' \"\. ( e) t. tA < r- .:r 0,06 , '1-f~ ~ 11 ISJ:).} I r-. "'(I I^. S' ~ i!o)(g..,,s) { ~ =- 7. IS IA 7... I~ r \ :: - ~:: ~ \ ~_ O,Ob~ ~ " ~p: ~b. ~t 0 oA:J(S') t,I"'L) 4" 0 .'2.-4 4\1'1 '-~VS.lS*'f"lt 8"0'- . ft, n A-V{r(lG rJ" A -, ' 2000 flS'F) INCR, 1 2 3 4 5 6 7 8 .'3 10 ) "'i ~ ST81l ST?.ESSES AND RE' :KFORCEtf,tNT: hEIGHT nD-i<l!'( STEM (FTl 0.82 1,63 2.45 3. 2.7 4.08 4,90 5. 72 &53 7.35 8.17 SHEAR (KIPS) 0.02 0.00 0.18 0,32 0.50 O. 71 0,'37 1.21 1.61 ,1.98 ALLU~~8LE SHE~~ STRESS = SI-lfAR S.rRESS PSll :).33 l,32 ~.98 5.~ 5.27 11.90 .6.20 ~1.16 ;:6.79 ~3.07 76.0 psi , Ie MD~i:NT RE!NF()RC~1 . \ :,- 'I (FT -KIPS) <1N2f O. 01 ' O. l)!j 0,04 O.I}O 0.15 0.01 0,35 0,02 Q.68 *'\c lJ.w~" 0.03 1, 17 1 0.05 1.85 0.00 2.77 _ 0,13 3.94 0,1'3 s.. 40 O. 2:b W q-. 49"0.( ) ~.. JOt: MAY~22-32 .. -... ",', I FRI, , E NG INE ER' I, N G ( ;t:: 121 6 P _ 1 121 " ,', , ,'/tTfA-G.rl'rllt:=JVT ~ " " "CO,EF'{5EAm./mC:" ~', 811"lg-J:, ! \. I { i " , , , ( l) (3 ' 1 4 : 1,0 , D q,L1G L.: A,S ,_ i , t~ tOEFFIClENTS FOR D~SIGN O~ R~CtANGU~AR BEAMS WITHTErlSION REINFORCEMENT fe' = 2,'~I(H) os i '. --- ,,' 'fy' = LH~~()O fy - :6.!.I,.1 000 w K ~' P D .020 35 .ool-(D .0007 .03(1 c:.-~ '. (lOi'S .0010 ...;.5 .040 70 . 0020 . 00 i 2:; -' .050 87 . OO~,S . 050 dIP . ocqq .070 1~ , .'0035- , . 080 ~ ,d7. __::::'~', --~~~~---";.';.oO~' - Y::17' . ()(.' t;. .090 153'-:--------.' : .0045, .0030 r?""J . 100 169 . 005e; Ow.. I N . 0032~ .110 1'85 .. . 0055 .0037 . 120 201 . 0060 . 0040 .130 215 . 0065 . 004-3 . 140 'C171 Jtr.~- , .0047 (....1..,.}... ~_. .9975, .) .150 2L~5 . 0050 .160 ' ,:261 .1,0080 .0053 .170 2:~5 . 0085 . 0057~' . 180 290 ,.0090 .0060 . 190 304____. _, .0095 .005:;; .200 '318 ~ 01 (lei .0067 .210 331 . 0105 . 0070 .220 345 .0110 4=- .0073 .2-30 358 .0115 -- .0077 ~, .24.0 371 . 0 120 .0080 ,.250 3S4 .0125 .0083 .260 396 '7 .0130 .. 0087 .270 409 , " 0135 .0090 .280 421~ . 01-.40 . OCl':33 .290 433 .0145 ' ,0097 . 300 444 . 0150 .0)90 .310 456 . (1 1 55 .0103. .320 467 '-0160 ~ n'l"17' r I'f ---I .33(:') 478 . (11.65 -, 0110 . ..fA 0 489 .0170 . 0113 .350 500 . 0175 .0117 .360 510 .0180 . 0 u::o .,,370 521 .0185 P....1 :. 0123 .380 531 . 01 90 . 0127 .390 540 . 0195 , (> 1 30 .400 550 . 0000 . 0,1 33 . .ltl0 559 . 0205 '" .0137 . 420 569 .0210 .0140 . .lt30 578 .0215 .0143 .440 5B6 . 0220 .0147 . .lt50 595 . 0225 . 0150 ,.460 603 . 0230 .0153 .470 611 .0235 ..0157 .480 619 . 0240 .0160 .490 627 . 0245 .0163 .500 635 . 0250 .0167 pmin = . 005(1' . 0033 pmax .= .0186 .0107 I~~- ---- B REM ,E R TON I l [I: ~ ~ ~ ~ ~ ! 1 I i 'I J I I I I I t I , I I BUlL DIN G D E PAR TM E N T --------------------------------------------------------------------- -----------------------------------------------------~--~--~----~-,~,~~~ P ER M I T A P P LIe A T ION Application Date Issue Date , ' , Assessor Acct # Site Location Owner - Last Name - street - city - Phone Tenant's Name Agent's Name Architect's Name [X] Building [ ] Mechanical [ ] Plumbing OS/26/1992 . . Application Number 92AP05112 Permit Number Project Group 3710 BURHELL PRATT 3711 BURHE.LJ;. BREMERTqN (206) 373-5581 First MARYLYN MI state WA Zip 98310 Phon.e ( 206) Phone(206) [ , ] Grading [ ] Move Building [ ] Mobile Home [ ] [ J [ ] [ ] Paving [ ] Underground [ ] Demolition Sign Burning Land Clear --------------------------------------------------------------------- . ' " - Building Contractor: Contractor Street City Phone Representative state License # City License # J & G CONCRETE 2169 NEJOHN CARLSON ROAD BREMER TON (206) 692-02~6 state WA Zip 98310 JGCON**090M9 Expiration Date 07/25/1992 Expiration Date Nature of Hork: 65 feet of retaining wall, 8 feet high. Building Valuatipn $5200.00 Council District ~-----------------------~------~~-----~----~--~----------~--------~~~, 7 Census Tract Construction Type Residence Business Other New, Repair Remodel Addition Sq Feet Inspections Required [X] [ ] [ ] [ ] [ ] [ ] LX] Zoning Type Foundatio;n Framing Insulatidn Plumbing Mechanical Wallboard Final [X]-- [J ' ,[ J [ J [:J ' [ ,], [Xl Statul? Code 32 .~h C~ ~ ~ ~r ~ ~ ~ =;er ~ ~ (0 ~ ~ = ~ = =l2} = = ~ = ~ ~ ~ ~ = ~ ~ ~ ~ ~ = = = == ~? c , " . ' B REM E R TON RECEIPT i 084551 B tT I L DIN G D K PAR THE N T * This Is Not A Permit * May 261 1992 -_-...~...,.-.......-.........",-____--..--__ _......"'...___......."__............"A__._.-.-..w.___ ,aui I ding 62-322.1001 P~rmit Fees $ 81. 00 Other-Fees Zoning P'ees Amount 'Paid $ 81. 00 $ 81.00 ~~~~~===~~=~=~====~==== 81. 00 $ Plan Check FeE!5 Amount Paid S 52.65 $ 52,65 ~~=~=;~~~=~=~~~~~~=~~~; $ 52,65 62-34.5.8300 $ 52.65 Gen Payment $ 4.50 Other Fees $ .00 En&t'9Y Charge State SIC $ 4.50 "643-237.13 ;$::':;:'::;;:3:,:1;;- Total Fees .$ 13fL 1S Amount Pa.id $ 138.15 Prior Payment $ .00 =:==;::.::::z== Balance Due $ .00 On OS/26/1992 P'Ol' t92AP05112 5 " "',", , ,~ ' , (.' .', :.~. '.;~~(:" 'I; , ~, ," ;'" " ;:..' ~ J ,.i," " :El/R'EM, E ,It jf,' d:N . , " " ',I" J. ;." ,-;' , .', ',\'i.~"P E, RM ' I >'r qJ-diS iEf tJ ~ L D' I'NG ' O"E, P :A,. R T M E. NT,'" , . , AP P LIe j:~,' T I Q':N .,:i;:;=~ ='~::;=' ~=~===:;:==='=~~;=-:::== = ~ ==-~;:=:=::: ~;:: = =::;:::::::c ==::=~:c ::.::== =:: =.::: =:c:;:: ~= = ==-:l = = = "',., ,: : ~,' ,,~ . :~PJili'ga~t'i~h 'riate ".0:5/:26/1992 .<Issue,: p:a te' ..'..'. A.sse'ssoI;'OA6;~;t:# , '. , ' Site: LdcaticlJ:i ,':. 3710.: BURWELL'. ' <'owne'r:...i.'ast,'Name PRATT .' "'" .".'7:s~reeOt.:,._ ',3711:.,'BtJRWELL ' ,f"" Pl.tY,' '. ,/.BREM;ERTON, . . ;; ';;"~h6n:e':":".' (20 6'}3'73 -5 581 ' , :: ".. ' " ' , ' : .'.'. ,-;Te-nant:s,Nam,e ' . ". . . ",lgent's> Name ." :, ',;-'Art.hi'tect, -$' ;Name' " : : lX]; 'B~r14ing' ~.t T. Mechanica,l ',' ',.11' Plumbing' " I~, 1 ,", ~~,__' '~ ~ . . Applic:at;i6';n Number 92APO&112 , Permi t)luri\ber Proj'ect'Group . . -, , , ,. '- Fi,rst' 'MARYL YN"" ,', ,1\11 -', ' ," . state W'fi -Zip,'983io: · " l'h()J:~e(206) Phone('206} 'I:,> ~"J~"~";'~'~ ~'.~~- '::":.';"-, ~ -"-':" .::.~'~_~ ~ ~ ~',~"';' J.. -~"7 _....._~ -. - -:; _...::.. ~ - - ~ ~ -':.....~~' - ~-,- ~ ....:.~ - -..... - - - ~,-,'-l- ~ -~ ~;'~ .:' . , ~ :. " , ;, ~ . , , (:']~. G.radfng ,[ ,] . Sign. r l'Mo'v~ ,Building ',[.]'Burning 1',') Mopile' H?me,I ] L,and Clear ,,' {,] Paving { ] Underground [ 1 Dem01itfo1l , ' \, ", ,'... ," ,~~,-\iird~;p.g ':' cont,ract.or:,',' ' ',' - ' " "~, ',' , ,eontractor. , ,J '&G.CONCf\E'.t'E street,.:" .'.".,,~2169:NE JOHN CARLSON ROAD, Ci ty ""BREMERTON '" . "Phoni:'~ ".,'..,l, (206f 69i-02l:6Stat~WA Zip 9833,0 , . 'Rep,r.esentative, ,.1 ,,' st'at'e License #:"J<SCO'N**090K9 ',' c~t YLlc~ns~. ,:,.' , '", ",::,', '.' , ~ . I,' Expi ration'" Date 07/.25/1992 Ex,piration Date' , ". J" . '- ' ,.N'a.ture:of'>WCI't:k:':, u". ,.,"', .", ':'~'5:f~et.'of :retainl;ng.'wap, .' . ' '" ~- .'; " .;., , ~: '.' r' I :.J' ) ':-", ",I' ' ~ , ,\ ~ :- , .' ",. (, ' 1.' '.',"1, , " ',: :';BuiT-ding valuati\)h '. '$52'00.00' ",' '.,' .'i:"\,,, ..:..~:c:.c~:_ ~ ....:.~~_:~~'....:.\,';.. _:'~ ~; ';"~~;r-,+..:..._I- ~':.... _._:...:-~^....:._~__~';' _ _ ~ _ _ ~,-!~,_ ,,:"",'_-':: ,',,'.'counci i District: '. ....,' '7,' . Census Tract.,:' .. , .', , .." ' ',:; I.;' "~ ; ,', " ' ,. '. ." It 5, 'J..f>,~"'l-' .- , , , , " Cori;s,t.ructi on ' ';TyP~ ,,' .... ., ;::;R:e~id~nce" eX]' ~tf$i'~ess "L J . ,.,etlier: ' "..r 1, " N,ew,', ,,'[ J Jlepair " { J ' , 'Remodel . .{, J , :.AdditfonJX1" :, Sq 'Feet' ", ,Inspect.ions .' . 'Required< " " ,q ",'" ,:' "I ': , .' ~ ' : \ , '~ 0 I ", ~ . ;:piftlt~:..~ ~~,= =~&.="~, ==Z=,. ~ == q==)~ = = ===" ,,* .:== =" = = =." = = ===.-. ;',_~,;':/:>:~.;,~ _,:.','<:~':;"'~./~'J.~"',,': ,,\~' ,!,_{~)~ .l,',,'~/~' \, ' ~ status' .," , . ,code "32. > , ..,Fo'undation,' {X) '. 'Framing " 'C 1 Insulat10n r 1. " Plumbing' lJ,. ,;'" . ,Meehan! ca.l '-CJ ' ' ,Wall board [ ',' l' , ,Fina~,.._~,.q . [xl " , ", , ',~"f;~~:' .-1' . " , Zoning Type ""..,. ":"""1' B ;.-r I L D T N G D E PAR T MEN T S REM E R TON PER M I T A P P LIe A T ION -,--------~-----------------------------------------------------,------ -----------..--------"------------------.------------------------...---------- Application Date Isst:{::~ 1)at2 Assesscr 'Acct "# Site Loc'ation Owner - Last Nam~ - ~)tr(,~-?t - (-.~+'V .-...". '-.1 -- Phon'.=:: T~n3nt's Name Agent':; Name il.rchi ~~e,-i:';: NamE- - .,] ,- "rJ' 1 :':.. _ ~:i 111 .L . (. J. ~1 9 ~ 1 ~'le~ha.lliC'3.1 J p "t j,lITtt) i i'3 g 92A:F05l.l2 05/1.6(1992 App 1 ication, ~1HlTd::J=r P2r.mi t. Numb,jt" T?~oject (jump 3710 Bt)FyJELL PEATT 3711 8fJRliJEL L BREHERTON ( 2 G 6) 3 7 3- :' ') 3 1 E'i rs'r. MP...RYT..jYN M.f state WA Zip 98~lG Phon>:>(20i:i! P [1 Q n e \ '2 ;~; i) ) .i C;'rafj,ing r J M,jve Bui i -:3.:, ng Mobil~ Heme r ~~ !?a\l.lJj~J I. ,1 r.~nciergJ: C'tll-J,r1 r i Dpmol:'~':Clr: S],~n eu::ning L2D.'l ':;1 ear -----------.----------------------------------------------------------- BUlldinq :2ntr~ctar: (~ en. t, r a ':" t c t- , 2tl."cet c i t~l Phone Repr2senr:a t::. \'t? ~~ t a 1: :-~ L 1 r: (~ n s e # r':;l ~'y ~J:_"..;en~~ 4; \3 :; !} l--:;OI\iCRETE 2169 NE JOHN CARLSON ROAr BR.EMER~ON ( 206) 6~ ~1 2 - I) 216 3tate WA Zip 9A~lO ,JGr:"J~~* 'y- \.J 90H S Expira~ nn Dat~ J7!25/~0g2 E x t: l ~ at.:) !1 l: a -: ~ '.-~ a i: i~ 1: e ::; f iJ I.) r~: ; 0~ ~~e,~t :)I ~~t,!J.~ing wa'tl r S f~et ~1lJh. 'But] (iin,q ~,fcl ~lat:orl SS2iJf)~OO ., / 8nuncil District ------------------------,--------------------------------..---.------'-..----- 7 Censns T:-flC'L '---;00.2 t :~t:ct i 011 'rype Residence Business :.Jther New ~:eDail: Remod'?l Add,}' t J. CYl bq '1,2':>1.:' 11'1 t', P (-: c t i Cf"l S . ?'21Jlli red [xJ r 1 [ ] L 1 j Z ani "'-9 Type F":;UJ.10~a r:. \")r1 F!:-ami119 I \iSU)::1, r l~lIl p t 1..8b 1. :;1 0 Herh'3.TLl<'31 (.oJ;} 1 ~ 1:>03 rn. ~ ~I "' st a t."',.!,S (~cde , ~ J r \,l 1 !.. .... J ? i -'1 c~ } ~ ") A ~ ~-, .,{ /~ , ...,.....~ ,----------------------_._--~---------_.,-~_.-----------------~~--_.-- - - - ~- - '- .... ,- -- - .-- ~- - .- - - ~ .- - - -.. - _. - - - - ~ - - .~ -- - .- - -- -- - - - - -. ,-.- - .~ -- -- - -~ -. - - - - - -- - - ,- .p ~ ' '\ (' /] \ '~ .t:--' --- t:j t.:::::J ? ~. ~,-.:..-_ rl Ct CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICATION DATE: 5-26- , 199 2 TO BE COMPLETED BY 6-1- , 1992 Marylyn Pratt OWNER hi H E:..i2tE. '1"\ ? uItA~N . If -t. W I L. L 4 / l'-' D ~A ~ .J C A Nfl/vI I IvvroA-c..T J &' G Concrete CONTRAC~QR ' , ~:t~t~1r~ ~~ ~"~~~ ,~G !P1iJ!i(}rJfEfJ ~\ '~r~ """"" t~ ~D~ = ~ ~,~" ~~l ~'~ \ ., ,. ."5 ~ 7~:~ ';j . -= ~'~~? ,~- / \\ ~_____. 'I '\ ( ~_ ,I' ''\ \ ,~=- ' ,,' P7:Z CJ"-1 13 e. -HI ~I::r-=-'-'~ W 1'1' L L 3710 Burwell LOCATION OF JOB 65 ft. retaining wall 8 ft. high FOR ENGINEERING COMMENTS/REVIEWED BY $-.5 , \ A1::> ::T7}-G e ^' T J~ re. C--toE a T1 e J l.u1~'1 g~ - - J~ .- \ ~v r -: \~ '0 ,/ \,)b, ~1. ~. n\~ ~VJ~ ~ ... <. ~~~ ~~~\ . ~..~$ ~~ ~ :v ,~~ 9.>~~~~ ../ $'), ''"- r "', ~ '" J UN 0 1] .1992 .." ~),) J Otl. '~(,.'f,,i J~ ">/4 " Ij/~ i, '--r ;4 fJ i 1111:1111 H-E-M-o-R-A-N-D-U-M MAY 28, 1992 TO: Janet Lunceford FROM: Derek Skanes SUBJ: RETAINING WALL Building Application Number: 92AP05112 site Location: 3710 BURWELL Tax Lot Number: Owner: MARYLYN PRATT INSTALL SANITARY SEWER CLEAN-OUT AT PROPERTY LINE. PROTECT SEWER LATERAL FROM BEING CRUSHED BY WEIGHT OF RETAINING WALL. LATERAL INSPECTION FEE MUST BE PAID BEFORE BEGINNING CONSTRUCTION Approved: ;[):--~}d!! s.:~ 1__ Logged In ...c2 ,...9 Date 5- 2eJ-~Z-, Logged out I:. - /- 9'~ ~ "";;)f[~"" <~\,t:) ~; . r~:~~~~'}r ;' i ." aRE MER TON a U I L U I N G CITY OF BREMERTON n E PAR THE r$fA Y 2 7 1992 PER M I T A ~ P LIe A T lOR iVII..."'~""1.. LJIILlIIES Q~~~~==~==~~~;;=C~~~~=~~~====~~~~:~==~~==~C=~=====:=~~~=%;~=~;=~~c:~~ Application Date Iiuua Date AsseS!sor Acot # 8it~ Location Owner ~ Last Name - str-eet - City - Phone T~nant'$ Na.me A9~nt's Naml!! Ar.ohiteet.'s Name {X) lSuildinq r J M$~haniaal [ 1 Plumbing OS/26/1992 Applioation N\lrober 92AP05112 l?~rmi t Number Pro ject GrcH.t.P 3710 BURWELL PRATT 3711 BURWELL. BRttMSR'rON ( 206) :) 73 - 5581 Wi t'st MARYLYN WI State WA Zip 98310 Fhon6(206) Plwne(2G6 ) r ) Grading [ ] Hove Building ( J Mobil e Home f ] Sign [ J Burning r J r.and Cl ear [ J Paving [ J Underground r J Demolition -~---~--------~--~~--~~-~-----------~---~-~--~---~--~-----'~--------~- Building Contractor: Contractor street city Phone Representative St:A\te Lieense i City License f J & G CONCRETE 2169 HE JOaN CARLSON ROAD BREM:e:RTON (206) 692-0216 state WA Zip 98310 JOCON**090M9 Expiration Date 07/25/1992 Expiration Date Nature of Work: 65 feet of retaining wall. 8 feet high. Building Valuation -------------------~--~---~--~~---~---------~~-_'____I___~__~~~,______~_ $5200.00 Council Distt>iG:'t 7 CeUSU$ Tract Construction Sq Feet Inspeotions Type Required , Residence [Xl Zoning 'FGlundaticn [Xl Susine~$ ( ] Type Framing [ J other. t J Insulation t ) New [ J Plumbing r ] Repair [ J status Mechard eft 1 [ ) Renlode 1 [ J code Wall boa:cd [ ] Additi.on [X) 32 Fina.l ,- on "" .. =~~~C~======C=~=::::====,~=====~C=====;;=~==Z=2:========3Z~C=:~- (J~ !5--~'-6?~) i ~.;z f . ".1-1 c.M'lf-d J..., '1 - :~- 'fl , - J' '" ...', " ,~, .- " "I .. . : 8034 l ----- \ /58.' , ~, I M.L. MOCAN DES G~2~t: - 'I P. O. BOX 719 9552 SlLVERDALEWAV f\ w. GZ;\ d' " lnl SILVERDALE, WA 98383 - ' ., / ,,~ \/1 , . :'1;1 .~ 0~ " -.-',.... I "..'< : ~" \::1 !) '... ~r I >_ ':'-:1- ,'; I ('US, '! 1 .-- I I : ~~ 14. ~. 1 i - ,- -' I~ I. - , I - - 1 I. I I... ~, "- I .; ~ i3~ ". '~:; ,-;-0 ., " '- -- - I ~r - - , ,')". - - /'10':;: , , ... +.-- oJ ,. ,,' ~ LJ J A 2 O' , ~-./' V -.......:: ___.;1 ,.J ' r ~~ j '~I ,. /, <r 2: I i ~'l N);" . ~-; I' /"- (/&4) -- "I ,4.- .- ~75 )', " ., - -. :' r-. I ~ ' /()Z el,';' ~~..",..,....,....~............~...........,..~ t:1 UrrYYCLL eoULVty , i<l.Ao ~ ~5 SO {....., : @?)~ @il @)IB ) - 1 ~ -: I / I ?l , '. '.1 ..---. I~I, '0;,,'" I~ -'--' l~. c,~ 1 ~ 'J ,-- ~::.' C:., ,- 038'", I.- '-"." J - ! " 1~5 I I : ':. 7. !7 I j I !' .l I r;;?1 .. ;/ r" ~ -~. , I I ,~ Z. I I I I l (,,1.10 I ~ I}' ---:;--. I) Q:: (03';>).,. V) ;:. ._ I <:J ~;., CJ - C2~~." "- ..,,~, <>1 ~ , I ,---" . ---::;-.., I, 'I"~ ,- j" 1 I" . 4:3 .".... I~: ......:---- ' , '-- \ "'- .1, I ;::>~.?I~ /"', (742;J . I~ \,~0 ,-- I 'JI '- tj .! I . ..2, J I", "r, - , I.'" I ~ ~ I r, ':Ii I .I";D) '-," ~ -' '~:-= M T' l'~- "-- ~'n E:l . -'1 , ';/ . ~ ~ I~' , :il9J 1...,-., bS' ' 'STREET ~ I I -" - r'~ ' ".J/~ J ------ f)J} ~~ ,':\ " --- (~:,\ 't. '\ ~ ~~ ~, ~,,~'7 -s: \ ~4- ,:, \ \,-:Ji7' '...~ ~: ---, .':) 19 "..._~. --...., ,() 18 .14 -.. ~:.- -,_......'j OJ ,~ ; ~J(~,. '- ~; "---" " l,)~."l '_ .)1 I I ,~ C; I 1 I I " .1 \ I ?3 ~Og , J "I lVf,1J) u.J e:..U-.. J liftS lOCA.ntla) I '! I '--- , ' I ", ... :-.. I ;1 < I 1 il:1 ..., ;~ I - I t- ~ I~ L': " I Ct ltJ CO ill 1 . ' I I., I !" L- - ~I ~, .- i I~ 1 " 01 I I I.: I ~ --- .'Q.:~ .~ . ~ '!;. DO,uglas Engineering (206) 827-8938 FAX (206) 827-3482 909 Seventh Avenue - Suite 201 - Kirkland, WA 98033 STRUCTURAL DESIGN CALCULATIONS LOT 127 - BURWELL STREET RETAINING WALL BR~lliRTON, WASHINGTON M.L. MOCAN DESIGN MAY 1992 D.E. JOB NO. 92035 I 'wi ."' J srrRuc'TURAL NO'I'ES GENER1\L 1. CONTR.;CTOR SHALL PROVIDE .~nEQUATE, SHORING r BRACI~ G r GUYING, TENPORAR SLOPES, El'C. AS REQUIRED DURING CONS/l'RUC'l'lON IN ACCOKUANCf:.; WI/l't! SOUN PRACTICE A~D ALL LOCAL, STATE A~D NATIONAL CODES. 2. CO:-.J'TRACTOR SHALL VERIFY ALL DIMENSIONS A:-JD FIELD CONIITIONS, AND REPORT AN' DISCREPENCIES TO MOCAN DESIGN AND/OR DOCGLAS ENGIN~ERING [(206) 827-8938, AS APPROPRIATE BEFORE PROCEEDING. , I 3.' ALL CHANGES ANDIOR SU13STI'I'Url'ION8 OF STRUCTURAL I'l'EMS SPECIFIED ON TilES! DRAWINGS MUST BE APPROVED IN WRITING BY DOUGLAS E~GINEERING [(206) 827 8938] . CO~E ( UNIFORM BUILDING CODE----------1988 EDITION I DE:;>IGN LOADS I I ALLOWABLE BEARING -------- 3000 EAR TU LATERAL PRf:;S8U[<E ---- 3 G PASSIVE PRESSURE -----~---- 200 I SOIL fRICTION ------------ 0.35 PSF (wi increase per UBC 29-B, footnote 4) PUF/FT (i;lctivl.:) PSF/F'l' FOYNDATION 1. 2000 PSF DESIGN SOIL BEARING (sandy gravel andlor g~avel) ASSUMED - OWNEf TO VERIFY. ALL FOOTINGS TO BEi\R ON FIRM, UNDISTURB~D GROUND OR STRUCTURAL FILL. 3. STRUCTURAL FILL SHALL CONSIST OF SANDY-GRAVEL OR GRAVEL MATERIAL WITH LESe THAN 5 PERCENT FINES (MATERIAL PASSING A #200 SEIVE). STRUCTURAL FILL UNDER FOOTINGS AND f'LOOR SLABS SHOULD BE PLACED IN THIN HORIONTAL LIFT~ NOT EXCEEDING EIGHT INCHES IN LOOSE THICKNESS. EACH LIFT SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY, AS DETERMINEL BY ASTM TEST DESIGNATION D-1557-78 (MODIFIED PROCTOR). 't,' 1\.. REINFORCING STEEL 1. ALL REINFORCING S'rEEL SHALL DE DEFORMED PER AS'l'l"l A615 GRADE 60. LA: CONTINUOUS lU~INFORCING BARS .10 DAR DIMIE'l'U~:J, l' -8" tvJINIl'lUN,. UNLEO: OTHERWISE NOTED, AT ALL SPLICES, CORNERS AND I~TERSECTING WALLS. 2. PLACE REINFORCING S'I'EEL IN AC<;::ORDANCE HITH THE "ACI !'1ANUAL OF STANDART PR~\C'l'ICE OF DE'rAILING REINfORCED CONCRETE ST'RI.rCTURES." COVER TO MAIN REINFORCEMENT TO DE: FOOTINGS - - - - - BOTTOM & SIDES. - - - - - - - TO P . " . . . fORMED SURFACES - WEATHER FACE. . - - - INTERIOR FACE . SLABS - -.- - - - - - TOP SURFACE. . BOTTOM SURFACE. . 3 INCHES . 3 INCHES . . . . 2 INCHES . . . 3/4 INCHES 1-1/2 ,INCHES 2 INCHES CONCRETE , , 1. FOOTINGS & WALLS ------------- F'e = 2000 PSI (28 DAY COMPRESSIVE STRENGTH) 2. DESIGN l"JIX FOR 2000 PSI CONCRETE TO DE MINI;vllJi"I or 5 fJACI\O rl'YP.E I CEMENT PEF CUIHC YAkD CONCRETE, 1"1AXH1UM Of '7.0 GALLONS OF W,I\'rER PER SACK CEMENT. MIXING AND PLACING OF ALL CONCUETE AND SELBC~10N OF MATEKIALSDHALL DE I~ AceORDNCE \HTH use TABLE 26-A-3 I SECTION 2604; UBC ST.\NDARDS 26-1,26-2 I 26-S AND 13-88; AND ACI CODE 304-83. ALTERNATE DESIGN :1IXES MAY BE USED If SUBMITTED TO AND APPROVED BY DOUGLAS ENGINEERING. 3. AGGREGATE TO CENENT SHALL BE SUCH AS TO PRODUCE A DEN:3E HORKABLE MIX WITH A 5 INCH ~IAXIl"IUrvJ Sf.JU1'JP WHICH CAN DE PLACED WI'l'JlOU'T SEGR)WATION OR EXCESS FREE SURFACE WATER. WATER CURING SHALL BE USED. AIR' EN'I'RAIN ALL CONCRETE EXPOS ED TO WEATHER W l'l'H 3% '1'0 6% AI R BY VOLUNE. I 1:12 "MAXIMuM e,LOFE~ ' FOR ~'~0" MINIMUM '" FROM WAL L. 12 ~ I MAX 111_111=111=111- )1/-111-11/-- -> 411 ~ PERFORATED FOOTIN~ , DRAIN WI POSITIVE GRA VIT"'" . OUTLET 4 1'~011 WIDE F~E DRAININ~ SAND OR GlRAVEl.. , ENTIRE HEIC:lHT OF WALL , \ . .\..-/ ~ . . V, '-".....Vl~~ I _I "._- HE I~HT (2) . .4 CONT. it TOP OF WALL ' ell MIN c,,~5 1W el~lZ'1I oc. MAX FO~; FENCE POST .. .4 vERll e toll OC. . 4 1-I0Rll e 1211 O.C. ~ 1: ~ I (l,) '4 ~L ~ 61; OC. :2lZl11 FORMED 2X4 5J-lEAR KEY ;;~II '4 1.2411 e ell O.C. I /F'ROF'ERTY LINE 11-111111-1'11, t III-III II =:: . 1_111=111=111= 311 dLR (&) · .4 CONT ;. 4 . ell OC. 1'-",,11 Cj ell 1'~611 .. ~:L ,- :...r ,'rm · 4 CONT 2t 8',' Al.. TERNA T5 t' M l"-IIMI JM =t"i~-r !"-It"'oe llJ I n.,..~ ;;'_811 . HE IGHT " 1:12 MAXIMUM SLOPE ~ FOR 0'-011 MINIMUM "- F~M WALL 12 ~IMAX 111~llj=JII=III- III-III Ilj-- (2) , 4 CqNT. (II TOF Of WALL 811 MIN C~~S 'Itl el-e>1I OC. MAX FO~ FeNCE FOSTe . 4 YERT ~ IQII O.C. . -4 HORIZ oS 1211 O.C. x -<r 'x: ~ I ~ 411 t FERFORA TED fOOTIN~ DRAIN WI FOSITIVE GRAYITY 'i OUTLET ~ 1'_12>11 WIDE FREE DRAININes SAND OR ~RAYEl. TO II _011 FROM TOF OF WALL . . 4 X 41.~1I oS ell O.C. , '\ . . '\ ,../ FORMEt:: 2X4 SHEAR KEY . . VPF<OPERTY liNE III_Ill_III III t III_III 111=:: ~t {f . -4 it au OC. . . ~ 11_11';-"1=111= (&) · 4 CO T-1 :;-4- c..OI-.J'. Ql~ I ' - ' - - ,:3'_211 811 411 4'_211 (!) llJ.L1 I AJ... TERNA i5 2 ~Ln~~~i ,.~ t='~~t=t=k:"~ LINE DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 FAX (206) 827-3482 SHEET NO, g-LO~S-I , I S Rso OF JOB CALCULATED BY DATE 7 5, 'Z-t..q2.. CHECKED BY DATE SCALE , 'I ,I', I 'I t I' 1 i Iii ,I '1- J _ J. ,__ LJ - - I, -- L_--! ..-. I,.. ,,,J. ..'''-!- - --".L --.! -,- - -1-- ,,,.-f ,,--": ,.. ,I.. -,-.' .-. '''1''':''''~ - -, + -'-'1" -..,,!- -'1-"'- i ,,- --'-'j --- r--- -".'1- ,-,+.. ,.. , I I r "t ' : I' I, I 'I I ' I ' i I ! I ! I : , I ; I i I : j I ! : I I : I I I ,: L ,......:.,,~.I___ ! I I 'I !. I 1 I i I I ~IHH._.~.H.~n_. ",,_H.. 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ALTE,t\~r~ 1 - ItlfNI,l1C:/lI FGOi"Ii\8 lAL.T"lt'1..N"'TW; .l.> CuRRE~T I~~uj vHLUES: ift of soil ri?~a.r;.:{l ift) ::: Ht of ~dll aav fdt1in. soil (ftl _ De:;:" Q'f footing (ftl ::: ih ICiH,l.'}.i!ll of f.;;ot i r.g U rd .. Thic~;",e55 of "all (in) ::: Len~th of toe (itl ::: LE~gth or heel (ft) ::: Backfill 51o~8 (da? fr'Offi h~riz.)~ Act i va wi! p,'2SS:Jt'E 11 b/ft2J ::: S~rchir~o (lblft2) a SU~tlrin;:i,;o:i>lU lOIl.:J1i - Top of W-all lhiJd lOud <lo/nl .. O.(JlJ Liv~ J.;Jad Ob/rtl ::: 0.00 Dist. frum out. file\! wall (lnl" 0.00 Unit ~~jght of soil (lb/ft31 ::: 110.00 Pa!i!l i va pnUl:>\il"l:/ (p~ f I & 200. 00 F't'iction, cotlfficis(lt "0. JS Allol1. tilQil tJ(JJr'inU ~r'lIin~\H'lt(tJlil'l'" 20(1).00 Allow. c~'nct'li/~e lit >"'US\; (p-,;J) II' 2000.00 Allew. 1l~(11!1 Sitr'tis.. (kill) "60.00 Dist. s~?c'il fr,m C':'ItI:J. (.:lcl1(inl::: 5.00 1I sti'Il!iiS trier. alc.n.g lit!;!., (1-10) '" 10 ~SULTS Cf CALCULAfIONS: OvERrUR~!~G MuXENT: 4.25 k-ft h~IGHr MGXE~T AR~ (kl Cft) Shlll1 0.82 1.8J Foot ing 0.46 L OJ S<Jil ~ Kl::al 1.3S 2.92 Soil @ T,,~ 0.11 0.75 S\4Jarill1;J,:'?ed DL 0.00 1. SO TDrgL K28HTING ~J~~~T: FACTG~ OF;S~cfTY '" 1.49 7.50 0.00 1.50 11).1)1) 5.0<,) 1.50 Ti)~ 1.50 rl.",,1... 0.00 , JS. 00 0.00 !I" ,~ ("",, ',' . \ :7 / RIGHTI.'I3 1t'-:;t.SNi (k-ftl I. SO 0.84 3.93 0.08 0.00 6.35 " Ii,. r \, ..,. (, ~ ~. ~'. STr;~ 57RE,S,i'':S A:-.D REI\FO lWCNT I Eccentric~ty in inches: 12. .,., ME IGHT 6,1t:AR SiJIl Pr~~~l.lrl;l .. 2373 PSF (Allo~~ble Soil ~assure = 2(00 ~3F) liO;,'N STEi'! Sh8iR STilESI) Mw~.E:NT R~:~C';'GS':l~.\T Ij= 1-<?~6(1+. 2.L3.i.7-j,OOl)) INCR. (FTl (KPS) (;;SI )' (FT -;{PSI tI:~:) '" ~bQ ~...F .', '-'v) 1 0.82 0.02 0.33 0.01 0.00 SLrDi~~ FORCE '" 1.4Z II. 2 1.63 O.ca 1.32 0.04 0.00 F~iction '" 0.96 It 3 2.45 O. 18 2.'38 0.15 0.01 Passi ve Pi'~SSI.it'e = 0.22 k 4 3.27 0.32 5.2'3 0.35 0.02 Ii ~-;; 6"0. 03 TOTAL RE5IpTfN8 fC~CE :: 1.18 k :;- 4.08 0.50 8.27 0.68 6 4.90 0.71 11. SO 1.17 ~li(e 0.05 FACTOR OF SAFETY AGAINST SLIDING ::: 0.83 7 5.72 1),97 16.20 l.aS J 0.00 ~ iI 6.53 1. 27 21. 16 2. 77 --J; DEPTH OF KEV REQUIRED ::: 1.52 t (below ~0t~cm of footing: 9 7.35 1.61 25.79 3.94 10 8.17 1.98 33.01 5.40 0.21;, V5>.s ('-~"~'1 8" () '- J ALL'}~!;~2L.E SHfQR S~RESS = 76.0 osi .jt=4Q ---~''- RETA:N!~~ wALL C~SIGN \lR:J.;"ECT: CESCRI~T10~: page 1 LOT 127 BUR~ELl STREET - BRE~ER,aN ~ R'::-iAi~ti\'3 ~~lL - MINI'lUM TOE (f\l-.:tew A.'n; "Z.. CURRf~: l~puT VALUES: Ht of 5~il re~ai~2d (ft) = Ht of wall atv retain. soil (ft) = lle:rtn of rC<t,jting (ft) = Th icizm,",s of foot i 'ng U I'll = Tnic~m:'3s of \~Bl1 (in} ::I Le~g~h of tty,e (ft) = Len~th of h~el (ft) = Backfill s~cpe (CE~. frr.~ horiz.l= Active soil prassur~ (lbtft2l = Surcharge (lb/ft2l = SU~I,ih1:ijj52d Loads - TOI) of Wall QEad load lil:dft) = li~j load (!o/ft) ,;: Cist. fr~] out. face 'wall (inl= Unit ~,~ight of soil (jb/ft3) a Passive press/ire (pElf) = ~ricti9n coefficient = Allow~ : soi 1 teal'Lng Pr'2S5ur-e (psfl = Allo~~ ;concl'Ets st;^ess (psi) = Allow.; steel stress (ksl) = Dist. ~teel fro~ CO!J;l. faca(in) = I str~~5 inCl'. a!ong ste~ (1-10) = ~ RfSuLTS OF CALCULATIONS: OVERTJR~r~~ ~C~2NT: I-lEfGdT /tlOl6:Nr ARil (!d (ft) Stete 0.82 0.66 Footing 0.52 2.08 Soil 1! Heel 2.85 2.5e Soil @ Tce O. t)~ 0.16 SUJeri~posed ~_ 0.00 0.33 TOTAL RIGHTINu ~J~ENT: FACtM OF ggFZTY;: '2. 11 7.50 O. \)l) 1.50 10.00 B.OO 0.33 ,. oJ: 3.17 M<:>i'- 0.00 35.00 ' 0.00 0.00 0.00 0.00 110.00 200.00 0.35 2000.1)0' 2COt). Ot) 01).01) 5.00 10 4.25 k-ft RI3.~1!i.;G /ffG~S~T (k-ft) 0,54 1.09 7.35 I,}.oo 0.00 a.sa Eccentr~city in ir;ches = 11.52 S)il~r~3sura = 2497 PSF (Al1owaole $0i1 Pressure ;: '; I QA,-"trV -:. 1.0 00 ~+ O,1.(4-I)J -::. 31.-00P.>f.J'. SLIDING FaRCE = 1.42 k U. '?~ I' F'tiction = 1.47 k Ki:f'l Pa5siv~ Pressure = 0.22 k rorA'. RESISTING fQ~Cf ::I 1.70 k F~~rOR O~ SAFETY AGA!KST &_fOrNS = DEPTH OF KEY RE~jI~D = 1.06 ft tJ :..<< \',. 1<'1 J 1. 20 ... I ~,8s-h)'~1 . A . 1~~ Fo,,",IO" PI c,. (j'P) , " P':.\ VIt- = liVl\ 1\)) L3;9)-11);:;; 3. ~ 5'" ) '2 \...:.~"-ileA"'''''"1~.l'),.rl C-LI1'>oT t;N~"c.r ;;>, 8 ~ ... tL. (' !/ ....,,;:- ll:. tl-yk . 1 ,1-'1 F 1"- (fj')L ;:: .- .:r O. 06 "1 , 'l.-r'lPv t)'I ~ ;1 ilO)(e-.S) t~)=- 7.1 S I,., K 7.1~_ :: - 0, o{,'1- =- I \ 1~ . kp~ ~b lIOO~)(S)V.t)..... O,'2-'1q,~\.'~v>~~4-€.&~(, n _ ~,f1 A<.rlI"riGrJ"A -, 2000 ilSFl (below bottom of footing) STS'lI STRESSES AM> R2 :i\FORCEf1iE~T: , .,\. INCR. 1 2 3 it 5 6 7 a -'3 10 nEIGHT SifAR D8;.(!'t STEM SH(QR ~ rRESS (fT) (KfPBl PSI) 0.132 0.02 ,).33 1.63 0.08 l.32 2.45 0.18 ~. 98 3.27 0.32 5. C'3 4.08 0.50 B.27 4.90 0.71' 11. '30 S. 72 0,'37 ~6.20 6.53 1.27 ~ 1.16 7.35 1.61 ,6.79 8.17 1.98 ~3.07 /liCitiENT " RErNFQRC€~~t " (FT -KI PS)! (1~~l' 0.01 0.1)) 0.04 0.00 0.15 0.01', 0.35 0.02 ,. 0.68 ~(~w... 0.03 1. 17 O. 05 1.85 1: o. ~: 2.77 ____,0.13 3.94 0.1'3 5. 40 O. 2:b ' "'" 'r, a.g"Of ) , ..---- ..- ..... ALL~~~BLE ShSAR ST~ESS = ' 16.0 psi 4 . . -.- Co rr: 13 81m , mc-, ~ 81~1 g-b . ; ~ ,"'- t J.4 f \ I COEFFICIENTS FOR DESIGN OF RECTANGULAR BEAMS WITH TErlSION REINFORCEMENT fe' == 2, ~)OO os i ----,- . 00i27 . (ll)30 I 003~ . 0037 . 0040 . (l0't3 . 004,7 . 0050 . (l053 . 0057~' .0060 .006~ . 0057 . 0070 .0073 . ()() 77 .0080 .0083 .00B7 . 0090 . 00':33 .0097 .0100 . (1103 ~ 0' cYf ~,...../ . I) 1 10 . .0113 .0117 . 01 20 . (1123 . I) 127 . 0130 . 0133 . 0137 .0140 .0143 '. .0147 .0150 . 0153 .0157 . 01 GO . 01E.3 " .0167 fy = L~(~'!()() p -- . 0010 -) '. (>Oi"5 . 0020 . OO~,5 . ocqo fy ::: ,6D-l 000 P .0007 .0010 . 00 i 3 f w .020 .030 .0'(,0 .050 . 060 .070 .080 . (>'3(l . 100 .110 . 120 .130 K 36 53 70 -' ~~r 12 .'0035- , ~ .j7.,-." ---"_~.,,--~,..--(lO~ ... ---.,. _.- ,. 153------.--.'.. . 0045 169, .0050 ()'"I\IH 1U5 .0055 201 .0060 '215 . 0065 2~ ;. ...Q.Q]O-\ 2/,6 . P,075 ",) '261 J ,0080, 2~5 .0085 290 . 0090 30~___ .0095 :n8 .010() 331 .0105 -~ 3L~5 .0110. 358 .0],15, 371 .0120 384 .0125 396 '1 .0130 409 .0135 421~ .0140 433 .0145 444 .0150 456 .0155 467 .0160 478 .0165 489 .0170 500 .0175 510.0180 521 .0185(J""1 531 .0190 540 .0195 550 . 0000 559 .0205 569 .0210 578 .0215 585 . 0220 595 .0225 603 .0230 611 .02~5 619 .0240 627 .0245 635 . 0250 ~ ':f. ,. , . 140 . 150 .160 . 170 .180 . 190 .200 .210 . 22() . c~3() .240 . 250 .260 .270 .280 .290 .300 .310 .320 II 2;3() ( . ..fA 0 .350 .. 36() .,"370 .380 .390 .400 . "t! (> .420 . "~30 . 440 .450 ,.460 .470 .480 .490 .500 c) (":;1- I -.J .,/ pmin := ,pmax == . 0050 . 0186 . 0033 . . 0107 ".."J "~i:~~J~;~ FROM, WALL 12 t ----, I MAX ,/11- !J.! _ III ::: III - 111::::111=111= - 4" .. Fl:RFO~TED FOOTING! DRAIN WI F05ITIVE: GlRAvlTY OUTLl:T 4 1'_"'" WIDl: F~l: DRAININC:I SAND OR GlRAYJ:L ENTIRE: ~l:IGI~T OF WALL - I, [/J;Z-Uc,...,.. a cJ c,T",",~ ?)~~J..N 70 J'" n}/, @):e-~ a;-= c;..l~ ~o rO;~d' - ',1/7 ".u;,r 0 Ci:,c./4,..-& .f~ / ~ ',o~ ,e.o~~ " ~ ~ ;; c.<Tve42- /h~'- ,,~(f 1f. J J{.t. (5) · 4 CONT . 4 (I e" OC . v vP''- ,,~V .pv (1, <: , .-fx\ ~ f"'V ~ ,(J) o t6-tt\ ,/ \ n 1 ~ 0 "\ ~\.)-- . /':\ \, ,n vJ ' - rrJJ _11........ ~ of -, C"(CLONl: FENCl: - 42" MIN, ~e: IGlHT (2) · 4 CONT. . TOF OF WALL e" MIN CANS. e'-(Z)" OC. MAX FO~ FENCE FOST . 4 VE:RT . lO" OC. . . . 4 HORIZ . 12" OC. ~, r: ~ -' ~ · 4 ~L. e" OC. 2(Z)" FORMl:D 2X4 5I-Il:AR KE"( 3h" .~241l. e" OC. FROFERT"( LINE ~~ ;.'.r: 3" LR (2) · 4 CONT = }- ~~ 8" e" I'-h" 3'-8" Al.. i5F<NA i5 1 INIMUM ;:OOiING WIOii-1 ,[ '" .., . . FILE COMMENTS 07 I 0 '-rf;J v~, 'OWNE~ :1~ ~~> TYPE OF CONSTRUCTIO SQ. FTG. · SITE ADDRESS: APP.NO. Cfd ftPo~/)~ NO. PLANS acC. LOAD VALUATION PLAN CK. BLDG. SRCHG. FEES PAID: PLBG. MECH. OTHER ROUTING:, DATE DATE SET # SENT RETURNED .>:,y.' ," .. .. -. '~..' ,..... ..... APP. WI ,NOT APP. COMMENTS APP. REVIEWER ';';"':':;"",~':',~ f:~\~tll~iu.14ik0.ili0jiJ_Jl~lfll BUILDING GV ~!ZcJ j'fV V PLANNING ~ 5/~/q~,5!~1fp V DNTN PLANNING 0 , ENGINEERING Gr' [c;! d- {!leX WATER Gt LoJJ_i4~ V , I FIRE 0 TRAFFIC D HEALTH DEPT. D ~ .~~ V~ ~. ()( (i)) W I " INSPECTION RECORD CARD' CITY OF BREMERTON BUILDING DEPARTMENT 13294 PERMIT NUMBER ADDRESS OWNER CONTRACTOR 3710 BURWELL MARYLYN, PRATI' J&G mNCRETE PHONE PHONE 692-0216 " .---- -.- ., 1 FOUNDA liON 7. CHECK FOR FILL 8. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCORBOLTS 11. FOUNDATION VENTS 12. CRAWL ACCESS COMMENTS: ~ ~~;~~~~~;~S~ ',_:~_~_ . ~~~~ 20. FIREBLOCKING STAIRS DROP CEIUNGS TUBS OR SHOWERS ROOF & CEILING LINES FURRED OUT AREAS AREPLACE AT CEILINGS HOLES PLUGGED TOP & BOTTOM LID IN VOIDS 21. WINDOWS MEETS ENERGY CODE CLASS SAFETY GLAZING REQUIRED ARE EXITS WINDOW SILL HEIGHT 22. CEILING HEIGHTS 23. SWAY BRACING 24. TRUSSES' PROPERLY INSTALLED STAMPED PROPERLY BRACED 25. ATTIC ACCESS 26. RAFTER & JOIST SPAN' 27. ROOFING, FLASHING. SHEATHING 28. SIDING 1. PERMIT ON SITE ,2. CHECK PLANS TO PERMIT 3. CHECK SETBACKS 4. PROPERTY STAKES 5. FOOTING WIDTH & DEPTH 6. SOIL BEARING O.K. ' 2A FRAMING ~~ I 1. WIRING APPROVED 2.FOUNDATION VENTS 3. SHIELD UNDER POSTS 4. POSITIVE CONNECTIONS 5. SOIL TO WOOD CLEARANCE 6. BEAM SUPPORT 7. TR. MAT. NEXT TO CONC. 8. WASHERS ON ANCHOR BOLTS 9. BEAMS PROPER SIZE 10. FLOOR JOIST SPAN 11. NOTCHING & DRILLING 12. STAIRS WIDTH RISE & RUN WINDERS LANDINGS HEADROOM 13. ATTIC VENTILATION {upper & lower) 14. CHIMNEY STRAPS SECURED 15. FIREPLACE COMBUSTION AIR 16. FANS VENTED TO OUTSIDE 17. WATER CLOSET CLEARANCE 18. SMOKE DETECTOR 19. SHEETROCK BACKING UNDER STAIRS ABOVE GARAGE DOOR HANGERS COMMENTS: FRAMING INSPECTION APPROVED BY: ~' ~ ""--~~ ",~.",ftJ,J... -- - - ...'~._-_...'- . -.- - "~""~"""J""""" 2B INSULA liON COMMENTS: 1. PROPER R-VALUE 2. VAPOR BAARIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: MECHANICAL 1. PERMIT ISSUED 2. FURNACE LOCATION 3. FURNACE CLEARANCE 4. IBI VENT SIZING 5. IBI VENT CLEARANCE 6. IB1 VENT SUPPORT 7. COMBUSTION AIR 8. DUCT SIZING 9. DUCT SUPPORT & JOINTS 10.GAS PIPING TEST 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: M HVAC APPROVED BY: GAS PIPING APPROVED BY: WDST 1. WOOD STOVE CLEARANCE 2. CHIMNEY CLEARANCE__ 3. HEARTH EXTENSION 4. CHIMNEY HEIGHT WDST APPROVED BY: -.' -"~c=,-_~ -,-_. .-"._-~--,",.-.~-,-- -..-.,-- -,-,- ----------_..... 17'- --'- .-,~---- P PLUMBING 1. PERMIT ISSUED 2. UNDER TEST 3. WATER PIPE SIZING 4. DWV SIZING 5. PROPER SUPPORT COMMENTS: UNDERGROUND APPROVED BY: ~.u... '1.1.1... ~ ........'~~.- ~ ~~'..... ''''''"'''".-..j'' " ~ "' ,_ ~ . 3 WALLBOARD 1. LID OVER SIDES 2. NAILING 3. W/R AT TUB OR SHOWER 4.5/8 UNDER STAIRS 5. FURNACE ENCLOSURE .. COMMENTS: WALLBOARD APPROVED BY: 6. PROPER FITTINGS 7. REQUIRED CLEANOUTS 8. PROPER GRADE 9. HWf PRES. RELIEF VALVE & LINE 10. SEISMIC STRAP ROUGH-IN APPROVED BY: '..-.~,- .- - ----- - --. -,-,'.- -...., - - 6. ARE SEPARATION IN GARAGE 7. ATTIC ACCESS 8. DRAFT STOP IN AlIlC 9. PROPER CONST. OF FIRE WALLS 10. DROP CEILING & LIGHTING .,--....'d<t.lI . - '. ..- -.._~_.- 4 FINAL 1. HANDRAilS 2. GUARDRAllS~_, HEIGHT INTERMEDIATE 3.' EXHAUST FANS 4. WA TERPROOFINGIN SHOWERS 5. DISHWASHER AlRGAP 6. FIRE DOORS tABLED AS REQUIRED SELF CLOSING 7. FIRE DAMPERS INSTALLED 8. PENETRATIONS IN FIRE WALLS FINAL PLMB, APPR. (comm.) FINAL MEeH, APPR. (comm.) FINAL BUILDING APPR. -. ~---" -. ~_... 9. HOTWATEA TANK PAL 10. OUTSIDE GRADE 11. SOil TO SIDING CLEARANCE 12. SMOKE DETECTORS 13. FIREPLACE HEARTH 14. SAFETY GLAZING 15.INSUtATION WINDOWS MEET ENERGY CODE UNDERFLOOR & A TriCE INSUL. WATER PIPE & HEAT DUCTS 16. WOODSTOVE APPROVED 17. WINDOWS & DOORS CAULKED COMMENTS: , -.-- ,~-'- -',-