Loading...
HomeMy WebLinkAboutPermit Correction Notice 2008-8-19 ..M'"~~'''C." ,,,"''''',',,,,,., ''', """"""" '~"l"-"'"~''' l'fi,," "'"'']>b.''''''''''''''''''''''''''' .""""""""'"'.,,"""""""'''''..... ..~.,'" -"-"""""~..........-,. ,~" ."..-' . ..~ "';""" ~~t~:"........":'"r:r~F(:~~l~''l'1~.:r.,''r~.1'IW~'\~4t~i.f;~Jf'A~\I"'Io;j~<q.i1'1l'I\-...~.--~.""-._:~li.V.~~'~.. __T-~~'_'''''W~, 'JC..-. '\ ' ." ' , ~ ~ ,~ i City ofSpringfield/D~ve!opment Services Building Safety )l' 22S Fifth Street i\~ , " . , ,~,\ I'~' I Date: 7? f / t ,o<f Job# . f 'i - ~Y'i Address:_ 3Z-3CJ ~" Inspection Type:_ TO: /ijfnJj'-' J4-",:'~ 'hi, _' I~ ~4 -iurtl~ ' , (;I" fl62,A ~:,;\~JA"/~ 1:::1J~~__r". (/~ 'S5T8.z1'(~ 9" . - /\\ , .. A ' kJ..uJ,/wt,J,. z.) AuJ!. W-fjpi';' I kf~ ;/,'...'1Ak IA~jl fA. ('~dJL//}1vn;t~'-,-/ -' - AJ .f J <.,1 , ~ (I ..ff ;' - ," / ~ (~"~~ " , . ro, ~NtR.. :fh..;1 tfAA VI rc.J!M I-r ~JJ.., -;f;;;' ZL)( ~{} ~ ," . '1l-:c?J1 f~tl..:~IVv1(lwtiY /-;f-AJ /Jo rJULL r ),..prr-l.ui.w-Jk;. ~l)~M A 11 ~ ...1.'1 ..,~ -"bA'A..CfJ" - C' ~.<VVl~.. , ~,,;,,:lZ - ". -, ,'" v $....I. '~RI'}4'~>t:n,,,'.t,,~v. ~tl"/l ~'Hlt/.?". :ZVrT,1.r'.r.:lrr:~.' '::~1~... ,'>'~Vj,-}.w.,c 'r'. ,'~~I.)."".."",l. _ ~~ .i~-' ~ f..':4#{t~VI> ~'~1;{;/ ''1~~?i:}f:.~~~t;~~~:~~4;~~'@))3''^~S~~~~p;~i&;?~~: Ir,:~..J~'~~4(:i?~~~ _~ ~r!J~~} :ht)1f~~~o:~' ~I~>. ~0;'r; ~', ?1.~/'. \ - /!j~" . . ~ . 'L'~' , '" 1 .::r \1,6i<'_i' "'''1,- ',,- ~"ll~" ~;,if.r;~~ ~ l~sfi i'"Yrj1>~~'~ ~vi~tikf'""" ...1iI~*!!"'~"~' .t:ij!J} ~i~~.w..Sq-'H'1';rt'-fi'~~ "f'''-<'''!C''~'r.o~;'''''~'')," 1"'~"4< ,:'~\1." '","'i~: .:- ~ ~ ~ ,,"hI _j.:r;.~' ~ <">' ,j" ~J'~'''h_.tl<<]!..!'",~' /!-0_I"- "'_I.,.,._'.~. .,.. Jl. T~ "~\,,' .i.i~T"",;,>~!t"...";f;'~~"'.,,-,:~">~,,, .,~l'~<"":.,_ ",,". ~~.., :-l;c~;;e~i~~~'~~t'~M~~~/'i~~1~~u~~f~~~f6~,~adeCe:'/:;<C~, '::i~Jj~~~:? "a;~~d'~~_~~~~~~1'p;,.:~;5'J)Z ;("',':':'n"a' F' , ',::.::.... .~"'. _~ - . ",' ~ '!. ,"''''' ,,.,, . ~jj r;::;] """ I' ~~~" ',r ~,., 'Y ~.^... -... . Ii/JA .;'" ,~ " .,.. 'f., I. . 0/, . , . ., ,'.,:Call'for reinsp,ecti!l!1. ' y'es,;il2JN~l", "::;.I.nspeq:!lr'" / " ",~ .. . .. ,"~' , ,-" ,D!lte:~.,'.lSJ <" '.' - ... _ ~..;i ""'r.''''4:or~ ,.1\'I>\'.:<,,',\>t-~,{.t.. '., ' '~".]"~ ",-"".J." ~ . -~,' ",..,-j"',"'I'-' ....,(',t~ -""'. -/ """','" - (.", IV . " ,[~ ;;'N;"~,,;'~~~~~~~~C:all fordns~ectlon.726"3769~~~";;~~~~";'~~Questlons .726-3759~~;.,,~~'~~~~" . .' ~, ~.i~~p'Jf"P'!"'.- ;:-"'7". ~~~ :f~*,;j'ri ~it:' ~~~(i't.~:~i~~;b.~'f, ,~jbl~;'~:"t': ':';1t.;...1Ug:\, ~~ f>~:;~~' ;t.;,r;t;~~ ~~~~f~\~"Y . /. 1~__;' ~ ',,'!; ':~#;,~f;t;(~iJ'}.~r 'i~' " ': ,~: .:'1-,':. ..~ ,"" . ~e", ~.,,:: " ~~.',.\,',1~~ ':;~',':~~1':~ ,,~I.. ~t. ,1;'-'" ~'( .'! .. ~> ,,:\.,ll_~..:.~"..:.~'-_"'''''<'' . ~~ "":""'~.''''_'''':'''_~..:...; "~~\,?~':':"~'",,.~' :;'.,. .:-.,~,,~ IKEATING ENGINEERING LLC I ..,'. - -. .,.- 1,59 EAST SIXTEENTH AVENUE J ..:. ..-.0.'-'-."'. . _.. .. I EUGENE OREGON 97401 I ":_,."'-t' ..~~--~:.. . 1 PHONE 541.242-0613 FAX 541.242-0614 i -, I I email: kealinqen~@lmsn.com PROJECT MATT OLSON BUILDER 3241 AND 3239 ASTER. SPRINGFIELD HOLD-DOWN REPLACEMENT J ADDRESS DESIGNER I STEVE KEATING I DATE I PROJECT NO I REVISED 08/19 SCOPE STRUCTURAL CALCULATIONS BOLTS FOR HOLD-DOWNS IN FOUNDATION MISSING OR PLACED ABOVE POUR LINES STEEL GRADE (REBAR) STEEL GRADE (BOLTS) CONCRETE STRENGTH (28 DAY) EPOXY 601 KSI 361KSl 2500 PSI I I SIMPSON EPOXY TIE ~'.'j .' . . -.~ q v(f t{f ., ,:,xpIR:S 6--31J. J1 " ;., ~ I DATE: If, Wi, ~ ,~. ;-.. - ',' ~ ,'. ~..~ ;'.'!<' .~.. " ~; I KEATING ENGINEERING LLC PROJECT MATT OLSON BUILDER ) 1159 EAST SIXTEENTH AVENUE, ADDRESS 3241 AND 3239 ASTER - SPRINGFIELD Z i' 1 EUGENE OREGON 97401 SCOPE HOLD-DOWN REPLACEMENT I DATE 081191 1 PHONE 541-242-0613 FAX 541-242-0514 I PROJECT NO 1 !email: kealinqenl=l@mSn,Com DESIGNER I STEVE KEATING II REVISED I '-l" -- .'--.,....-....-..--.---,,---- !U0(~ .:?It'1P'701..\ BVoy"'(- 'fi'l i il..1 ':lu-Oi'.{)I:;'J,~, J-I.'rl'! t-11(r <'?j'h~S ~__J..._ .. ______ _ _~.._,__. .~_..___~__________~.. I r ~ ~ I;j I~~I r-'- ,.".,. . .~ I. "./' ~~' Hv~ ~ .;/t: -r I,..-~---J-_.I f-ki~ ~f 7/t 1 .' . hl.~2...,....._...," ?--....~) I w '&-r r......I{ f f., -~) ~~. tt . J . . . f'~ -. J' \ 'I / 'I I. \~i:~. "," , 4 'I . \' . ho',... 'do, , ! {i ........1 rA ~/. 'i [<II:- ~ I~' .,j -i I Po ..II 1 . 'r; I / .' , .... "'- (Xo\> W..; ( -1' . ........11 --I r-'""V~Jr ,'O'~~\ 1- ,_'I 'I' ;, j.." IN' lb' ...."" l-.lo"ll~J.I;jv:_ l<,It)," , M-Oi) 0 V D Ii ~ .:.:.:.. .-,,' " ! . 'd''') I ( ~ ~ftqCI',\V "7711;;> lit' I h~~nt3~t-e:r) . ,0 I)I'?~ P \ o,f ")11 Uf-;( 0/ b:1 ,.\~., 'Fif'.lC'/IP ~i/ 17/gl/ 11/i-l ~"'It1e:lJ "'le'.J t" " \ , , ~ ; 1\ ; .) ;. ! , --i{-.---..-.-- f)- 2- , 1<l!-15J;..G; 1'- e. fJ\,..t\~. : t.!v '77-r 17 z..g, UC;f:. 7ft/' 4-l.-l.:---rHg.@D lOll!) I '/:!!jp " Mii.j,~'lf;;8j)I-'IV.I""'- 7, '.~.2f '''.),(.rmr,VW'rD D~. ~.f 1"// /'7 01'- 11'. \J'7f 10'1 h;.-I'_M f()i...'l:&'rr'f).J?;fu,'11Q...J ~ p,t/,\, PVI'-1~ li-l?fr~o..j f;,polif?OVflfJ.G . .'.., ' -"....,,~"'~,-"'~-,....- ...-.._--~.,...._.." _..,'"~---'"-~-.__...-.._._._.."~-_.~ fJ,O &1U\t;f.. . :=,~~=C_:~~~i~I~"-_,_..,...~. ' _'_ .._,:".j~..!-.~-L:.-..u-"-' 'i-r' "~','~~~'C::'c::,~:rK~~TING ENGINEERING LLC I ''--:-~''~n~--c::;~''li59' 'EAST'- 'SIXTEENTH' ,AVENUE [ . ,,:7,--::b:,:}'y,:'r:tl ~~~~~~41'242'O~1~R::XO~1'242'09:1:0 1:: u._.~.\. .. --;c=;;;,.::;:...__,_,_~~ I Emiai'l: . ;:ke~ti'~a~nQ@ms'n:'c6rTl_ /. - . 1''- ~ ';--':'- :-~!~ i~~-:=~~.:::t.>-~":f-~;:" ~_~_L , . -; , "PROJE~;r. Mii'tY'O'CSON:Si]fWER'; " .. I. , '. 7' ADDRESS. 324r,l(~D3,2,39,7\."IE'F:SPRII'JQEIIO.1':[} '-'"7-;-C', SCOPE ~Ol~-~~W.~:-~~pLACEM.E~T- ',~.~ -I DATE - : --". "___mo____ _.____ __. _ _. . ['PRojeci'NC)': . ..' ._.DESIGNER ~.~lsTEvitKEATlN'G~_:'.~'-:: 'J ]:REVISED -: -; .i.~;:;;' 'I i ; ; i'j. i .08/19 , '" ' ,.~,f1l1\l1"?,I~ :~..JO""'1T'v.J ,..,:~' -;:-iG()M;~~oii~::,,; t:lII',I7IUG- 'I: .-' . 4i-:' .,'~ !"::,.~IX"\"!':C~"'X '" ;: 1--,' _:_-~--,,-,:_, '''-','-'.-Y-'' ., "r'!-T'- .L----;_.~_} t_.'__1 . .. . ; 1-:--"-:'-'--;- ..-- --" - - - --- . , : :'-;:--[--i-'-'-'''-- ----~-...,I-.-:'--.. . ,." . -,-'''-,..--.--;-,--.;--- - --~--~,--------._'------_.!-..__!.__. '__,_ :~__ _-:___~ _.:m__'__._.:__{,_,:_..:._:_._~ - - -=!_-~:::_.~..,:~=:=-:-- .. , i; i __.~..',. ... .____ .i_ ; '" l , 1 ; ......--'"~.---;.. "'r-~ ~~-_.-:CT_:~~: rt"~i~=:~:i=!-=-r~:~~i=.:=-; ..__..~~J-=:___. _____ _:,'~_~, __!,.._:...J__ ___.n ,__, , " " ., ,-.....-~-: .:~ ._:_ ~:~-L'1-::-;'....;._,t.-'---'-+"-'-'- ,-r j~j~~E-i~33-~j==i=l-~~~-r;'-( - . .- .-'.- -'~.-~'-" _: __._:_,.___:'_!'m;"__l__-_~=~ti:::tj_ ---Lt~-~'~:-'czk~~ill. -+-..:- :-.-~,+-.:'"--f-'":-,..:-~;.--.f },--,'.-,::----.~:, . ,_ _ _~_ _...... _ _ __~_ _ .-._.._J~.~. , , ; ----; , ',' ..-,.-.-'- r:.:. -'_.~.._...._--,-_... .-.- . ~~Emmtu)l!MN'S'~'!W~11;i1;1'!I!1'~2;~Jl'f~~~I~f!if~Jtli>~~ii;~;W;i ...,_ ~ :___,~_";.. :' ~,~r~=~~~~~~P'..ii~!L~~~111E~:1:a?"i:~;s:i~imv't_)1';!4:~:.: .~:.....--!:_L,-~~:;!TenJ'ion Loads for Threaded Rod in Concrete Slab ...'__:......l-'---_.___,~_. h~:i~~~: :,;~?D'r'd'(B'it:,-.(::TErii;b~~:: Ten,sian Load Based on ~ond Strength 1 ..Tension , '1_'=', iligl~O~ i;itl~~~~~(~f~f~; ,.~:tEd~~: 6:T;" E:~~: I 6:rrii~I~: i L~~:~~~~r I '%:: S/i6 % 4% 4165 4425 2085 2875 1605 2415 I 3750 , . f-: r 6 4795 4640' 3115 2740 2400 2000 I ,'21> ,1'2125',1695 1065 815 1065 815 0/.' .'1 ,51> I 6505,.668n 3255 3205 2340 2245 I 5875 i 9% I mO! 8350 r4BSO 5345 3335 3820 I , 3% r 325.0 3865 I 1625 1855 1430 1615 \; 1 6% I 9405. 105251' 4705 5050 3035 3235 1 11Y, 110595 11910 5935 6790 3740 4345 ,:1'301,: J 3550 '4780 [1740 2295 1390 1835 . '7%'. '110710 ,122901 5250 5900 3255 3600 '.. n3\\~f13785 ~ 7170 867.0 4205 5085 41> ~ 2290 2410 1600 1785 '1 " 11fi6 1Ya I 9 15125 1501'5 6655 7205 3725 4250 1 15 20630 20600 8045 9680 3750 5190 ::".>", ;:C5%',,: ,80W,.8965 ': '3800':5200 2320 .3590 :rJ,;;';::i:::ffy;,ih18090'1;.19260 '8500 ',11170 '4505 7010 F,fY")il'L,f8W+:3162, 30670113600 .15640 6325 8365 '3 , ~ " , -- "), 1~-:~-~'''; '~ , . ; +; H' - i- +'-H'~!,: 0 ;. !,,",---;-:,-:-- , ',-',-'-'-.,.- . .' - "--'---;--,--;--;- ,-r-;~t--~t-:--;-:.)! ..------.,. -. F~:"c-",I,i,2ctE: +:~c:!~:IUI ~~~~~~f~~:+ : -- i,~=:;,:~~,,~,~~ ~ I,:' ~~,~-:~~,;,_.,.,~~r.~'~~t,t-L :~ ::.~-~=~ ~'__ _L Li...LL . =;F~~-:'~~(~~-=;::'TT~~--"-.--- t---r--' 1 --y,_.;-,.- ,--",.>-.-~.~..--.,_..,_I , I , , ,I;): ~ , , i :: ; ~"~J4i!-~fllITL,':~.:~~~~f~ ",--,--,-''-:--1.........-, :~--:;~~-;'~~~~ ";';-~.",~ f- ,'--,--=--=' ,., ___,...._----'m._~_ -.__ >- _ ~~.:v.-~~ ~f"-l,-~....,':...(.- _,17......~__ _ _> ::~::'.:.c:-,--:..,~,'~,5'llF ~-~~,~,:~:--'~--' ~~ '..:.:'; -;--: :::~'~:,if:,;j~t~}-=:J~~~--:E=,~--=~'tl~-j~E:E,~~~:~i:.~:~..'~..~ -;-;--:~,'---i.-. __,__,__,__J....i__,_ -i-=- __-'- _ i__ _- -.1. H> .------,, 3,4: 13/i6 8460 ,,1'.:, "l"- 11500 15025 23490 -."--j '1'::.Atlo'~able.bond strength loads are based on a'reductionfactor of4.0. '?, Allowable_bond strenglf1 loads may be increased 33U% for short term loading due 10 wind or ."-seis(Tlicforces where permilted by code. ' ~:The allowable tension load is the lesser of the allowable load based on bond strength and . the allowable load based on steel strength (A36 rod shown), ,4. Minirnumf'c =2000 psi. o5.Anchorsare noi permilted for use in conjunction with fire-resistive construction. Exceptions are: .!(1) Anchors designed to resist wind or seismic loading only, . (2) For other than wind or seismic loading, special considerati on is given to fire exposure conditions. 6. Anchors are not permitted to resisl.tension lorces in overhead or wall inslaltalions unJess proper consid,eration is given 10 fire-exposure and elevatedlemp'er alureconuitions. ~. Some jurisdictions may require special Inspection to achieve lhese allowable loads. ,. ':,"-'-;~'!-:,:--:::',',,~=:---:--~" 0_,' -.:~-:--:-;-". , -, . -'-'-;'-;" r--l'----'-- 'j_L.;..__: ._ '_"_'_H' ~___, , , "!-+~:- "., , "-,-"',-,---' 'IT-~ '. .: '['--"---"-,- '" " ---~-,._._---