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HomeMy WebLinkAboutPermit Correspondence 1995-6-28 ~, _:, ., -:~ -~:. ~~0r UY: BRANCH ENGINEERING; 6'28-95 13:31 i . . . . 503 726 3689 i 5037460389 => I, og 1C9-"~+a,~Y-!/Y-._J Branch Engineering 310 North Fifth Street Springfield, OR 97477 Telephone (503) 746-0637 Telefax (503) 746-0389 '~(i:-; I ~ I, :~": :1 <:~.'~": :':\ /!! i( '1",1" "I"'.'", . ". ',' ,.'.. ,'.:', "':/' :: I; /.... '\~ ~~:_::: DATE: June 28, 1995 TO: Bob Barnhart FROM: City of Springfield Planning and Development. Building Safety division 225 North Fifth Street Springfield, OR 97477 RL r950663-sgils report Steve Keating If you have any comments, please give me a call Thanks. \ 5037460389 =>, 503 726 3689; ~ liun r~.; BHANCH ENGINEERING; .6-28.95 13:31; . . t ,J.-,. t'~. , ~ @ Branch Engineering "\ June 27, 1995 31 0 North 5ch Street Springfield, Oregon 97477 (503) 7<16-0637 FAX (503) 746-0389 City of Springficld Plarlning and Development Building Safety Division 225 North Fifth Springfield. OR 97477 He: Building permit no. 950663 We have inspected the soils in the excavated area of the proposed residential structure referenced by the above permit number, and find them suitablc for the intended use, subject to the following provisions: 1. The foundation areas are backfilled to a minimum depth of 18" below fini:::hed grade. 2 The building footings are to be provided with perforated PVC drain lines bedded in a minimum 12" depth of 1-1/2" open graded drain rock, with piping draining to the streetside curb. The building underfloor drain may be connected to this pipe at an elevation at least 12" below the lowest point of the subfloor grade, 3, The rainwater piping will be installed parallel, but not connected to, the foundation and subfloor area drains. Connection may be made at a location immediately behind the proposed streetside sidewalk area, Since a CMU foundation is planned, and Branch Engineering has prepared designs fv, reinforced walls and footings where over 48" in height, the Code minimum reinforcing schedule will be adequate to resisl differential soil pressures generated by shrink- swell The above provisions will ensure that subsurface moisture levels will remain consistent throughout tho year, and the piping will not conduct air currents which may tend to d,y the footing area soils during periods of warm dry weather. ./ THANSPORTATION CIVIL SLJRVFYINC . INSTALL BL.OCK.ING eETWE.EN FLCJCI'1 JOISTS WI;EJ(E Fl2AMING IS P ARAll.EL TO "'AU. AT 24" C!WIERS FOR FIRST 4 FT AH" r FIolOM W!\LJ.. ,~j '~ 4'~ ffi:f ;~'ll ai"'. "', 'I ,.., / '" -'- R.00l< JOl5T5 BN2 1CI<MI/JA1E.S I' flELCW TeR OF WALL l>4 e>ARS "T I., ON ceNTERS l-i~lzaJT,oIU l' IN W,oIU .... VE>lTICAL e,N2", AT I t; ON CENTe<..., AOOVE BA!E ~ LAP :lO' AND fIE, 1t-.b'rA4- FLlXJI,;.: ~ TlGHi A6ArNS,. INTrl<IOR (D<,Z Of IooJIIU.. . 4' CO.JCIlE1 E FLOOl< SlIoO AOOVE FOOTING Q'.'El:l ~AC1liD """VEL IV6E 'i HOO\:. RADIUS 4' , , 2" CLR a' EPGE 3' OR OF.. M5E l:Li ,,:; [lA",o> IN FOOiIN& CCNi";Ni)OU5 ,', (; FT C:iviU ',... " '~E <.'"' ;,~ '[' bJ\..,. .,,'.1....1 W,A.LL WITH ('lJ'R'('H -C'E .)" ,J~K .':':~-.:~~~[~:.. __~:.' NONE . 11 .,' "':' ) 5(A(. \ I '- , ;',.;, ~..~ .;~. ',--I"~,~':T.-- ,- - '9~~~'1 ~48~~""'-"- OF ! ", .-,., .f " "'l',~" ~-4.- ,"'" i.' ',-.-// - - --- ~ ~.! f ~. ~ i :! e, -. ..;.'" lJ., ~ . . ~' .~ ...~: r , , 3/4' (MIN) TlG PL '!'WOOD DECl(ING GWED AND NAILED TO .JOIST5 ..,TH COIJ~T ADHeSIVE 10ND 10d COMMON NAILS AT Eo' ON CEN'IERS 12' Tl~TRMV. 2X12 OR 11-7//1"';1 15DF OR MIawu.M iO!lM JOIST -'. .SIMP.50N" U2b OR EO, AT EACH JOIST END 2Xt> PLATE ", Pli!E.55UI<E 'fl(EA1ED IN CONTACT WITH C()IoJCS;ETE ., ':;IMP5Ol'l MAe> I:' "T I b' ON CENTER!> /1'-0' WTSI I m_.__.~ ,. J STRIP FooTIN.; FOR FLOOR L.OADS j I I 2 MIll<. SURCH1U<!GE 1 , " FINISHED Gli'ADE t ... -- ~ 'F: L ~ = 1 w ... -..t :.., '" - 24' DEJ;:P [)I(AIN ROCK MCKFlli ". OVER T);E TOP OF " DIAMETEJ< PeJ<I'Oi<"T&D PVC PIPE <ASiT'1 D-2rAl ;., Dl<AINED TO 'DA l'LITE' 00 ~1 (Or'1.ti;:L"'" \\I ~1>1~~ O~J\I~ " UNDISTt.II<!lED SOIL ()Q EN61~'r~r> FlU. NO~ MAXIMUM I-Wl. rElGI-tT a'-8' ...eOVE TCI=' OF FOOTING CONaa;TE ~ocx: 1/100 PSI STI<tNGTH WITH ALL CEl..L5 Gl20UTED FU~L I<EINF'OI<CING S1EEJ., Gl<ADE bO 114 AND ~5 DEF()I;!MED ME1'AL aN<:. WATERPROOFING SY5TEM: .....R, ME-'DCWS'MEtRO!.. 5aF ADi-EiO!lr-JG &lruMINOUS SHEETII.lG THIS DESIGN MAl' ee U!:€D FOI< BACV:I~L HEIGHT 0' 0 FT, MMIMLIM WHS<E THERE IS ND SURCHAl2GE, AT SIDES 0' HOUSE, 1": ;:;lJ..it "~ ill' l_:" TOM PETERSON CITY PERMIT II 950663 tRj:_._~.~.~.~::.I:I___..~:~~9.i,ne~ri n 9.. "'. _~ 1 ,. ."...." . ,,~ :",... t? ~;I' nll,}11..',l, (II "II"" ~ 74 7'7 (~I(I:5 ,I '7'0 -u<S!;' ..' S'l.'tll BY' i'l" HU . :..... . '- . - BRMICH ENGINEERW. flel\':", ,,,; 5037460389 ='. 503 726 3689; 'U'\"', '-', H, BRANCH ENGINEERING .J IJ ,. 1- ii',".. 310N5 ,- u ,;r~)..) 's I TH STREET ,H.:."..['fl NGl'lELo. O~97471 ". ~5OJ1,146,06J7 , .. \'......1; h<\;~ ~,I-'I ~ '.~\..l." 'J,. ~ 6,2 -95 17:28; t [:1 h\j.J(i i)"i\ ~..,\ ';> ) f.::T - e ~ _~m> ;.1~"",. } , ! j ~::~:l"" / ~ "I "f \..~ l~ "I... r <-'\ , r--l I ' I i J ; j., -_N.__..... > , LJ;n:\,\ S\Jt (.ll/~'(,.(\.'" ~ l...(i0/i~ \':~..~) ( :';;.t; i ::; 509 q I L,:'~ .I'" ., " ':.' I).i :.,~ ~'( r:. :'1,,1') ,{ 'i " .' , , ' '.(0 i) ':,,+.\ ltl).- ,Ii .::0 () ~ - ~ .~ ~ f'. - , , " ?:~:j 'b~ 0"/ . , ~ l' .. ~3:?: - :; Li U ~ t 1..' ~ 'J' 0 i 'it, " ) ,ltt ,-. .~.~>..: , i; IJC-~[)~ M. (~ 0 :/')( 4-, Ll ') ;: . l. ,I '0.1) ..:;;r VI \';"", 1 ..' I II j C- ~ }0l) ;' ( :! ) , 1--'\.';,:'" . ,"" ., .. '\.. "-' .. &- (',....1. ':;J~ ;'::"C"') _.-.~_..-...- .,., '. 'fG ' ", / 1 .. f "", ~ . " r .' .l. 1.. 1".. ,; ". . 1(; ,. ~,"" t-i: ;..g~.t;({ ,q';l'~'l''''; ',1 -- ):AT'...... ! f_ .. .' ~ Ii \ /:. I Z / I, .' .i'.:irl \'e,', O~I: ,""/.' ._ I .~-.~{J '" J il,l -'.-.- I..J(...;O'. f\ '- (~-'. t.~ .:, <::'1'" III" .., " ?, i~',,;.:,,:' .', .-..-- " It.- Ie , ; i"; J ( (,lJ'.'."'\ ( \,[ -,\ ,j ,~: \.-',J ;,' .. ,: I ," '. ;',/ ,,). ! ,0 (r :;. ! ~- !:: \ ': ..-\ I" -t' \ J '., ,', ~,- ,'\L I - J\. ~ .1 '-J:" ,-- .. ._~ I. ;. ".., :'" " , , "t' ,: " ','''t' / 19/ "',' , \, ",,"~.._~_\., ~.,::- ,!.L., ...>> 'I I':'".. I, ),':,;( .~ I: \...~' i' ~ , . \, , - ,~ ',' ~\ #2 ;,\ , l /.. ~ .:~ . ~l;~ i ,';'rt-'! (. "'~ ",/ \ 1 .:: , .~,. o;,() t ":>1 ,-tj I~ j ! i , _,/""';/:: J \" ',"" , '. Iv 1 14';: _Ii ~-- ...:. StIli BY: 'j<':j' ;:,', . I, I . - . - . '- 8RAtJCH ErJGlrJEERlrJ. \\:-')fi I"~ ,..', r"f.;,-\~"I.:'l\... f.'j,ylJi. .-r1 L . '" I " .'\ ll'\, #t VV'Ii..~ l, ("\/f ) A IAO,.) ~/ l""'" I (.0"11 ~ '~'L .-,,\" t"\ I~ I "1V"\ D~"I'/ d 6-28.95 17:29; 5037460389 =~ 503 726 3689; JLJI~ f. ~ I~$J i ;:'h,~"'ICi I E'-JGINEERING : :; 11) rJ 5TH STREET )Pr:""(;r'~t,O, OA~GON 97477 (503) 7'6.0637 , , '(,' #3/J r;Q:,'l"jo..I{ \ J~ V,~ l is (I''') \t... lO(; ( 1;,): \; It; ., \'7 \ V70 J! \ ) ~~~: rll....\."- ~l?'.)'lo,...- t,.,)"1", ,t ~""'\4_ ... z,.;' 9 .. I'S" For'.'t-....., . '7 O'5"~ -IVliO "":.-.--..,........- j,;""fJ =SPr~ ~I"'>'''''''''l h' hI'- .. /.. r.,. - E:../UIV'l1\Q-J "'-;' (,ii..,'::,!,.,'>.! :'1'1:') _ I" r-r 'K O'IlJ 1IJ,'fU.., l,<)u:rn..'":1 W~t~ W'3\L- ..I1;'llrlf' '''/ t> r-r ,'. Ci'\,:_ '1") fr\.>f"'7t'l) r1o~le-'-"'f &n" ,:\1....' ................-..,.... I e' I *'\.:" , - .,. ,..".......::... t),Ii."-:.':, (L. I t-)O ~L/(.f';" 'r~6"I v'lt. .~v F .:..f' tq Ll <II, r-~' 'I) I' ~ts.s " (' \-;::. ~."JP;:'.. ';//,o ~ '-~.. n" .tzt~ HL-- ;1" (,r..o){t)(ollti)' ntlt..,' 'U''5(I..t). \(,l?~t (0"'- 14-'(:.. /1 'It:S W'7I)' '1t;s J,:J I iY-Ju "\ .....'~i W'}l,(... ~ll')-{ iJnur-r tJ I L.(o\l~\.. ~,.:lc:~ (I \.(.. , '\ l,". ., S[:NT BY: BRANCH ENGHJEERIN. 6-28-95 17:29; (,i... I{t' i , ;1 ffll( .....' 5037460389 ='. !!J Ut...; ~:~ .t~ ;:. :;.;.1 - -I 503 726 3689; #4,'4 1)I':i\NC;'j i:"K,::'cEliliAj ::'11': I'J .'.;TH ,::; r;:~ C1 SPnlNG>"l::lD. OHFG0N "7<77 loU3) 746.0637 v'; , , . '" Cf (l: '0'\ f"',"I r 'tOT'! \ .-,~ J.q:... "-101I'.,r' t:l!:"r~ 'I .. V I..li\Jl" (,,'11 r ( Ii!." . If- ~IW - 1)'7(. " '7 I ".1'...,,".\ 'J ;;:..t,. Ur ..)c1: '--/"I' . /,; '..It? ;} ;::; .:;.~~ ~ /")11 l U'1(/ {., f~ ,p "t') Y'a '..t."'" I'e,,")';, >> ~, ~I ~v().,,""r.(. 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