HomeMy WebLinkAboutPermit Building 2000-8-4
'I
i'-
,I r
I A ,
.f'
August 4, 2000
Tim Belleville
Great House Design
4027 Victoria Lane
Eugene, OR 97404
lVQt.-/l
.fle: New Residence for the Ferchland Family to be built on Lot 58, Ivy Street in
Springfield, OR
Dear Tim:
I have completed a structural review of your drawings for the two-story single family
residence to be built in the southeast area of Springfield. The review is limited to floor
joists, beams, footings, and shearwalls.
This two-story structure is constructed of the 6-inch BJueMaxx type EPS (polystrene)
form system. There is also a large garage and storage area at the right side of the
house. Most of the roof system is to be designed by a manufactured truss company
with the exception of the bonus room/garage roof and high roof dormers.
I analyzed critical elements utilizing the provisions set forth in the current Uniform
Building Code, 1997 UBe. Floor live loads of 40 psf and roof snow loads of 25 psf were
used for beam, joist, and footing design. All floors are also wood framed with
manufactured wood products and beams are typically glulams with Fb=2400 psi. There
is a steel beam across the back of the structure that supports a large beam and a
portion of the BlueMaxx wall at the rear corner. Refer to the calculations on the
following pages for the various beam and header sizes.
The walls have been checked for lateral forces. I used 80 mph wind at Exposure B to
check wind loading. I used Zone 3 (Ca=.36) with R=5.5 for seismic load calculations.
Seismic forces controlled the lateral design. A soil bearing value of 1090 psf was used
to check bearing pressures for the concrete wall footings.
I have reviewed the drawings to ensure that the necessary structural elements,
connections, and fasteners determined by my calculations have been incorporated into
the final drawings. Please include standard installation information and product
specifications for the BlueMaxx products as requested by the building department and
for ensuring proper installation by the ctor. Please call if you have any
comments or questions. '\~~t.~ PROF(J'~
~ ~G\NE(: ~
~ <<; 16568~ ~
~in erely,
~
Timothy . Wolden, P.E.
';,-. -
7
.'
, "
STRUL I URAL CALCULATIONS
For the Ferchland Family Residence
Springfield, Oregon
August 4, 2000
-:r~(2LA~-l.A~ (2es l'<pSt~(X;
I I ""J....,....,~ r'
~ ~~-t
Client I ' '
\\\&~ Date ~.-'2--
_ By - -: \f'J
w l(l
Project No.
St=l€ ~NJS ~ ~f-,
- @ ~ ~~ L -:;:. \1.. ft
M~ ." ~'b) \1- ~ \so k,~
~
/'rJ ~ + IX01-54-P6)~.b~?f
~';
\~l> rd-~
d ~ ~ 1''''-
"Z . -t
T~ ?~'CloX-.~ " 51 i'\'
ciu1... hi"\- S ':> \ k I'L~ nu
,sW 5o\)tlb~
~ ~ 30\
1/
_ ..-b
P / G-o 10 six 10 h... ,
/1..SD
------
(4 ~~ kH- ~ L~ IL' ').,J -'> r:;: *' I) . /)'1 ~. \0 I4f
).\-<- · ~ ~~)'l- I"L '" I '7h ~,~ ~,~ L 110 (",. ~ --. 7'11~ '"3
-rXO ~ ~~ 11". S::- 7~ ll-\~ \0 5 ~>C\1.... c=w?J S~IL~
'4 ~ - - J .- .~] -:r 7..- ?{o
/:'..tL.-" ~(, \0\ (let) nu. _ . <H" J /
s2i 7'tOx I boD - / ')~ o}
---------
00 ~'lvrrt ~~~ L--:: 1 t'*- 1,.)"7, ~ ...6 '4f
M-~ ~ b (7 t -... fI ((~ Sr~ ~ tfL tp'L, ~ ,4~ ~ ~',S.Z t~?
''8 11, U . l)5'fI. \'>J
. '3 t1
t-\~ 4)( 10 5''==- 41,' IV-- : ,_ \
CkJL f~ -:.. IS... -rx"" I-~fi x~. L" :: ql[I,^(;~ ~ 4)( I'L- I
I ~ 1YgJ<<} c~ d....L ~ ~ ~JILs-n..,\ ", /6/ /e..":"- 0}
~ -
D<llJUJS ,&"",- ~"'ks -ho 1f8~ ,-,~ij 1W"'~1.o'-)~~ L:./oF-
,AI ( ~'1.- " 1." SLf l.)v
VF\~ ,;:3 '1t1,'L -e> l 1.> ~'^-' 5r ~ -L-- ~/) ~ _ r'3 At
~ . , . ~ I. 15 -'f,wl ~ r3 1"1 &-1
Client
Fe,2.Gt-t LA,$>
~.~\~
By, 11- ~~
Date <e-:,
"
. '-J---
- ~/7
, Project No,
~- "';
~ct:? ,.~ ~ ~ '(Z~ L~?JJ ft
-
"\..) -;;. . 1'(. .(D 1.')+ .0 I ~ + (Vcorv -r J'I/ o<{-t-. 6>'7' J.i -::-. ~I J)f
"2-- f ~:::c/ 'l 10
st.J.. ~ f L~V"' Mid 1'0
~ ~~
fA-=- ~~( ~J- $'- '15-2- k~ - FB~l''i
-6 . \1.- s,,::. '3?" )1\,"3 ~GWlk"'-
~ T ~_-b Jtf x;::" \ S:: l{9G, \\ 'J, ~
l -:c "- S7AJ~ lk i
~L- ~ t.)"1 1)1)>0 s-to-t-t. J~'I ~~ tA- +~ Ll--
\..
~l~ ~ )~{X lL" ~ /(~ 3Y It-
-:;~~ ~ ~ f~ :kr~'S ~ L-~ L'Lft-
r"" [l. '3~14- I\iJ ~ W.o59-+ 101(.0l'l--",t~ '11J. f) 1..l.,..
+ f" 1~J(,64 / 1. fjt>>Y '\}J flM>. ~ -- 2.
f 'l\tJ; ~)(~Dn..-t 'LX.~~ ? ,llbVY,' -( If
~ 1>ctfr.-QJ\ ~ VJ AvV ~+ <6 f 1 tf I
~ ~ '~yb ~ ~ IL{, --W/l
[~~o.J J- \ f.'{<;~". /J.[, X.r; i-I</-t. ,gx.l~ '" 7--t ;~ &-'il
~p. '\?:~) \ '2- ') , , ,"
~ ~ .45~<3 -+11M 14x~'~-7~ 3 :;. /7-.1 tL
^" MDf ~ U!~ ~j)x \S'" IL '"- lOt'/) /L--:'" -------. 7. '3
S'\f'-4 cfZ- to l~~~ Q. 0 ~ 3~q . Ih '
\ 1 L (0 _ __ I ",)Y: 13-b So L y'{"" f~'~
'\ -t ~ . fo r ~ x 1A S -::.- L{% 1~'3 \:,,-tU'L;;~ ~ ~.7SV Z,I pf/..-
:3 \ 00 ~t)tt... -;p e AtN- ~ flR IW--
-- ~ ~"1 flCJl:l<"
'!J.l{ .~J ex .075 "J't Jf( .05'5) + (t;"".o<{-
'( ..."J. V p.>f. t;
Au- vJ\.::-~~ ~ :::: Lb~~lf \
/IJJ'I.--<- J.- ( ,()cf) -t ~x .01""1.-... i >( .0',) ~ f2 zlr 1'3
1" ~f 1VAu... H~ ..15 'V ~ l>
\/z h.1-{lt- ~ ~"'" ~~, ,~ ~~.
t. ~.5
~tL ~ 13' _B it- fl7 -:: 9 "1 ~}t.-- \ ~ r
"&- L.?,- D (). ~
~ i~3'~2--4 1)101'1-- -0> 1P~1 r-~' " j~
5 I / ... . '1 II I II / I //
~ "" LJl6Y,Io"5b - 0~ lit _ l.( .'1 ' - '
Lt<)e.., lV iY s-~ S -::: 115 I~ '3 -r. 7- '-h5
"
rlvlc;",~ . t~~
Cli~nl T ~ ,.k
By -T' ~ ,Date g>)
- ,/
, Project No.
--" -_._--,,->-' .. . ...... ~ "-^
~{
(
v\J 'V-
.
"
at
1
I ~I I I
\S
\
A
r-
"\}j~ ~ v>S\~'h) '" f:'11 LM /l"p_"" -::. 2:"0.1'/) 7.K~ \~ ~ I ;,/IV,
11,,{'1...:g"j/ \) 5~ -Z'Obn ~ '-t7'5" " f\1
il$S\J.N'l-' To-A/I"~ ~I~ ((P c\k.-.4.r N'bY ~~ ~
'^~ *J ~vv1,J 0f> 17vvr
~
"... ~"'Ir>1f~f.\ I ~~'l
~ ...."i','.
. . ""J"'VL
~~LAtJb
-r BJlW, V,e
--F LovlA- Date K~ :3
. . -~- 3A /-1
Client
. Project No.
By
~~ ~o'J ~
~ f '\V K
~.r if~ 96'Y .tor
~F 1\\ ,jJV' ~ /:1 '\ ~C; J'
7~ 'V~{ / /( . \~A~' ~ ~ f" 'J
I ,~,t~d.4'/ , rJ< - / 'J-I\
t . ? I -, I . a-tiJ K b~
) ) \ ~ / L L -.L - tJJ-''' ~ b \ ~
V ,~'~'_\- '1o~1/<-'Jrr . II")"' ~ U:~J
/ 1r-~--" -- ~~ r- ~\ ~ ~ 6l' ~
'~~~ ~ d I 4-i/)('-IL XI
. It _ ~ I ) . \JJ/ (?) ~\
~ wJ~ -to , ~ 1 ~--~~~~~
~ ~ A P r-v-
Wlv ~ ~~ ft\ ~ .Cl"uY
\.!) ~ 1Jl f t2:6 'Mb I 1 VJ
i\ ~ I @~" ~ ~
g \,va, .~ \l.h. \\ ~ t'f' 'f1't1J..1. I -- ~~OO ~
~ ~. V \ '^~~
, I~i \ I I
(4'HP 2\ \.) i,:"'-k ". 1'- ,,~ IJ \ ( "2~4x30 ~I
./U"'4 <2P ~, -- l.- II L -.J-I
f\&L-61> 9\J r:;.. - 14 Ll ~ \I~, WI i
~ ..,.., I ~I '\ ~ /" ~ ~- Golf> fo',i"t or 1) l1'f6a.~ ~ r 7(1) *'
{ UJ~'o'lfJ ~+ a 3,'{ll _\ 6vJ
~ 1>~ ~ T -(- - - -f-=- . h l1:) MVR
*~ EUJ ~. .) 3~)( 11- G-LIA~ ~ .~ ~ A-iJ
toL{ b J ~~~
,'~ ~flA. ~ . / ~~
. (J~i ~ \ A.A ...:t. G L.(P 7 A
'f~ ~tS'~; ~ $elT~
SQM.~ J\.A~ ~ G-uK~ l~'-\r~
.-
~
-"-
.
"
. . _ J~ _. FE; (l..4.t LA )..j))
Client -r, ~ \k
By --""'I W1QL Date ~ >0"3
->J- 4/7
Project No.
, I
5t~ ~ ~ (cD ~lt't' L- -=- (b ft
M -~... .,,'~ :;.th 0.1l4- ~",l5 W
-- ~ -- '1- -:;,I~- /'1 ~\ ~,'-a 1/" 1 \ '
9- e r ? CJ r--t~ - -
~
S (~~' 6'13 I 'L-1'\ =1..1 l~ '3 ~ ~ 3 YB-" 1'2- I.
f:, ~:;:. "(~ ~~117Jl> ." _ Q;, S fW''' ~ 1- (" ~
t~ -1&1 j!/,ei>.I(4s () -~ / foro ,of :r fYW ~ tf 5'0 \"n J.
5'\t:\? "R>6/V^- /Nt7-(L !..\VOJ),... 'P<J.>~ fA-.l\l..I'1 ~ Off"ll~
L-~ ls ft- "vJ ~ E(.()~-+-.blS-) ~ .8<l kff M~,~ f1)/'l
2- ' ,- \'1-
8
M." 1..- -z., 3 K ~ S f''''t -::. 7-,"D ~ q . "3
, "'1.'~ ~ II{,
~ sr\,> l<:: CL~ :::. ('2.) l~:? :r "" 73 '[, II- ~
~~ci- l::::.,(.,... 5- .'t6cn)'117~ '=- S II 1/3(.(' ~
s~ 1.'~13t .)
-
5 ('t.6 ~ 6-"M. f* ~ fl".,v (4l ~ ~\A L -:. 1 _: l:-
I\1J <- 1:. (. () S s) ." . 1.:L It- ~f M." . u.( '[jL l>' -
'L , \"L -:$ "27 II'< ~
- ~
\ u~ ---1)( \ 1..-- \ c.kttL ~b:;. l. S- ~ \f .S- x :L ~ """ 70 f..A ~
- ~ ,)0($ t OY--:
'j.$""~<dl.l5 ?
By
Y6 ~LA\~
. -
T7 ~tNl'l J
T' wJ) L Date <i.- 1
. . _~_ 5 Lr-.
I . '-J--.
Client
Project No.
..~,
DR-teA~ \At~ ~~
\ t\ ~ ~IJ{~ lAL() E ~ 15 psi"
'YJ l ~ ~ / Vl\ ~ 4\ftA,c,s 6~~
AtR1r., ~ p~~"" ~ 5b'< (10 -tll + \.).t (tf: 12. ..)- .1t/.\.11> .". IS-v..
__ Y4f ut ,. t....ur - "Z...-
Y\)l -,:. tHO (.015) ~~
. ~~ (lJ Stbf ." 38'< ( Ib+ 101" -l) 'Z 1~( "00 910 f+ "-
fw ~ q~D lC (l>IS~ -(i!r:-i)-
~~ la*~ ~'^~
*~u ~. ~~~5b) '~~ s,~ 'Z- ~LW--=- V~
\N :: ('13 '" b S- -+ '1",.k q ).ot- S" -=- '3::'.1 It- iZm>~ l>L..-
(~~ S"'-t ,-\' l ~-,<L( l' IS" ><5)(.0 I'-=- z,l{. (I'- f\.so>f" bl (~)
.1Y](138 J( UD 1" JQ. 'I ;- 10-'< 2.1 + Sf>.k'(lot 1Q..\+ ,'-1 -t"6 L. II.
l- V I" ( 1,,:) , lL-- l:\~ ~
"--' rut* --/..... '" rrw ~I ~ -Z- z 16 B \- 'l-t
1" "7 +.n, -<{IO +Jfl - l?.\:' If + tfD.... ~ ~ t"lX ~1- ~_ _ " _"
f-U..r ~ ft Aw-~+.f.,- ~
l/ ./ lL- I O~f
V ~ ~ tJl.;?, ~. "L- -=- f5"" b
,-
5ef$AU6 Co~~
/'~
.
..
r0~ LAMb
, -
-t' ~lkA;L{
~ wil~ Date ~~ I
. -~- ro l.?
Client
. Project No.
By
1k-.'lA~ Ska..v ~ 4: S{V~~~
l) . -; r<rvil: ~ -\\-. ~ 1S ~ 1- + c;- + 1M 5.' L-t-1.) c::. '3(, ft
~ "-
"S\-,.4,o ~ ~~ ~t'4<- ~ 'tSJo....l.., ~ ,bn rrlft
"2-- ~ b
(Ql ~ ~~ ~ 4-~3 i" 7-1'i+"{lCL 7. 40ft
\:.. ~ ~cA{'rt:5
'S\Y-~ P flu>.r ~ '" ~5'. b -L "=- .~ t 'f t '.
7- l{D
V
ce La,H '" bl(1.. t- lU " 1-7... ft ~t~ '" ~~~ -k " (!Llfr
(0 ~kt '- \ \ -to lb -+" ~ "n {-\- . ?A-re(lo'" ~ · b (L \ s . /:;0, ~
"), ~,) / 1ft
~ Mta~ Co~ fA tU {W;ijs
A&',\~ Df ~4 OJt.c I)JJl -fi>c Ib'tO'1' ft ~A
.
,~
. !
.
,
r-
Dsgnr:
Description:
Scope :
I Rev' 5OtlllOl
Concrete Shear Wall Design
Description Typical Wall at Ferchland - Maximum Allowable Lateral
I General Information
I otal wall Height
Concrete Weight
live & Short Act Separately
20 oOOft
145.000 pcf
Seismic Factor
Seismic Zone
Min Wall As% for Bending
Overburden Weight
I Applied load~
Short Tenn Lateral Loads... Vertical Loads...
Load Heia~ Dead
#1 0.400 k 20.000 ft #1 0.300
#2 4.000 k 10.000 ft #2 0.200
I Wall Data
"
Bottom 2nd Level
AnalysIs H8Ight O.OOft o 500 ft
Wall Offset ( datum ) ft ft
Wall length 4.000 ft 7 000 ft
Wall Thickness 6.000 in 6.000 in
fc Concrete 2,500.0 pSI 2,500.0 pSI
Fy : Rebar 60.000.0 psi 60,000.0 psi
Effective Depth 5.600 ft 5.600 ft
l Wall Analysis
Bottom 2nd L~v~1
Vs . Story Shear 4.35k 8.15k
Ms w/lat Right 84.3 k-ft 87.5 k-ft
Ms w/lat Left 84 3 k-ft -89.6 k-ft
Uplift @ Left End 10.27 k 1.54k
Uplift @ Right 2.97k 1.84k
Vu = Vs * Factor(s) 11.330k 11403k
Vu : Applied 15.28 psi 1528 pSI
Nu ' Axial 14,78k 14.99 k
Mu : Moment 119.18 k-ft 125 50 k-ft
vc.85 54.542 psi 79.765 pSI
vn'max = 300.00 psi 300,00 pSI psi
t Summary t Bottom 2nd Level
Vu 11.33 k 1140k
Honzontal As Req'd o 14in2 0.14 in2
Vertical As Req'd 0.09,"2 o 09 in2
Mu . Actual 119.18k-ft 125.50 k-ft
Bending As Req'd 0.56in2 o 56 in2
Live Short Tenn
0.380 k
0.480 k
psi
Date:
7/1
Page 1 I
~
0.360
3
0.0014
0.00 pst
I
'\ Honz.
Vertical
20 000 ft
10.000 ft
J
I
psi
-a
K & A Engineering, Inc.
P.O. Box 10524, Eugene, OR 97440
521 Market St., Suite B, Eugene, OR 97402
(541) 684-9399 Voice
(541) 684-9358 FAX
f'nglnf'f'rlng
December 29, 2000
Mr Mike Ferchland
697 So 70th
Spnngfleld, OR 97478
Subject New construction of single family residence
6947 Ivy St I Spnngfleld
Foundation beanng capacity
Dear Mr Ferchland
At your request, we have completed our investigation of the subject lot on which you are constructing the
foundations for a single-family residence The purpose of this investigation IS to venfy foundation sOil
conditions and make a recommendation for maximum allowable beanng capacity Our investigation and these
recommendations are limited to the subject property and for the cast-ln-place concrete stnp foundations that
were formed on the date of our site VISit
INVESTIGATION AND FINDINGS
The foundations for the proposed two story concrete house will consist of cast-In-place, reinforced concrete
stnp footings, The forms and reinforcing steel were In place at the time of our site VISit on December 29, 2000
The lot IS located on the south side of Ivy Street, and the gently sloped (5 to 10%) ground surface faces north
The footings are formed In an excavation that IS 4 to 8 feet below the eXisting ground surface
The matenals In the cut slopes around the penmeter of the excavation consist of 3 to 5 feet of moderately
plastic, brown-tan-gray, silty colluvium (with some siltstone fragments to 8-lnches) that rest on top of
decomposed gray-tan sl!tstone The surface of the silty sOils IS soft and saturated due to recent rains The
siltstones are exposed In the deeper cuts on the south and southwest portions of the excavation We have
Visually clasSified the silty colluvium as a low plasticity silt (ML)
The foundation appears to have been well prepared pnorto construction of the formwork, with a minimum of 6-
Inches of compacted, dense-graded crushed aggregate placed underneath the areas that will support the
foundation A perforated penmeter drain system has been partially Installed around the outSide penmeter of the
foundation
RECOMMENDATIONS
The pen meter stnp footings for the two-story portion of the house are 3-feet wide and will be a minimum of 4-
feet below finished grade . Based on conservative estimates for drained shear strenath of the slltv colluvium. we
recommend an maximum allowable bearina capacity of 2.700 pounds per square foot Based on our
--
estimates for dead loads, floor live loads, and roof snow loads, the actual maximum beanng pressures will be
much less than the recommended maximum allowable beanng capacity
The foundation should be well drained by completing the proposed pen meter drain system Water collected
should drain ,by gravity away from the house, preferably to the street storm sewer system ThiS penmeter
foundation drain should not be conrected to the roof drain system
Surface runoff should be kept away from the foundatron, either by sloping the fln!shed grade away from the
house or by providing a surface drain system to collect surface water and direct It qway from the structure
LIMITATIONS AND USE OF THIS REPORT
ThIS report has been prepared for the exclusive use Mike Ferchland for the proposed single family residence at
6947 Ivy St , Spnngfleld, Oregon
ThiS geotechnical inVestigation, analysIs, and recommendations meet the standards of care of competent
geotechnical engineers providing similar services at the time these services were provided We do not warrant
or guarantee these recommendations, site surface, or subsurface conditions
The scope of our services does not Include construction safety precautions, techniques, s,equences, or
procedures, except as specifically recommended In thiS report Our services should not be interpreted as an
environmental assessment of site conditions
Thank you for the opportunity to be of service Please call If you have any questions
Respectfully,
~~\)PRlA~
r.~:'" G 1 If ~4'
iliJ t8474" f"""
<=?i". ,~._.~
~~~~;;-~~"-
~ -. ~
~ \ ~
~ DENNIS "'~
IiXPIRES: /~/?:.S&L--
I
Michael Remboldt, P E
K & A Englneenng, Inc
Sin~de-Family Residence
Strip Footings - Loose Silty Collumium (ML)
Input Parameters:
Site Conditions
Foundation inclination, ~ = 0 deg
Factor of Safety
FOS = 3
Footmg Geometry-Square Footmg
Footing Width, - B = 3 ft
Footing Length, L = IS ft
Depth of footing, D f = 4 ft
Beanng Cfipactty Factors
N =tan(!+4Sdeg)2 e~tan(q,)
q 2 I
Shape Factors
F cs = I +- ~ N q
L Nc
F yd = I
Inclmatlon Factors
F - (I ~)2
CI - - 90 deg
Bearing Capacity
Sot! Conditions
Unit Wt Above Footing, y a = 90 Ibf
ft3
Ibf
Unit Wt Below Footing, y b = 90 -
ft3
Internal Fnctlon, ~ = 27 deg
8011 Cohesion, C = 0 Ibf
ft2
Pnnclple Stresses
Overburden pressure, q = D fY a
Unit Definitions:
Ibf
psf=-
ft2
kPa= 1000 Pa
ksf= 1000 psf
pSI= 144 psf
NC =11(~)=0,SI4,(Nq-l) cot(~)J Ny '=2 (Nq+ 1) tan(~)
B
Fqs =1+Ltan(~)
F ql = F CI
_ ( ~)2
F YI - I - ~
B
Fys =1-04L
~"'.......
, Gross Ultimate: q u = C N C F cs F cd F CI + q N q F qs F qd F ql + ~ y b B Ny F ys F yd FYI,
Depth Factors
(Df Df IDf))
F cd = If(- ~ I, 1 + 04 -,1 + 04 atan -
\B B ,B
. ( )-
Df 7 Df 7 Df
F qd = 'fB~I, 1+ 2 (tan(~)) (1- sm(~)r 13' 1 + 2 (tan(~)) (1- sm(~)r atan 13 _
~\~~~ PRO'h:f'ft'
& ~~lNe4'~~
~ " 19474 ~ \~
~~a~~
~~~~' ~~
~ bE ~~
-
SXPIREs:4~:;;~ /,,-,-- ,
Net Ultimate:
q un = q u - q
Net Allowable:
q un
q a = FOS
Client Mike Ferchland
Project 501
K & A Engineermg, Inc.
Page 1 of 2
12/29/2000
.
()
f1
Single-Familv Residence
Caculcation Results:
N c = 23 94
N q = 132
Ny=1447
q = 3600psf
q u = 85080psf
q un == 81480psf
q a == 27160psf
Client Mike Ferchland
Project 501
F cs = 1 11
F cd == 1 37
F Cl == 1
F qs = 1 1
F qd == 1 28
F ql = 1
q a = 1300kPa
F ys = 0 92
F yd == 1
FYI == 1
K & A Engineerrng, Inc.
Page 2 of 2
12/29/2000
. ->
Single-Family Residence
Caculcation Results:
N C = 50 59
N q = 37 75
Ny = 5631
q = 3600psf
q u = 225900psf
q un = 222300psf
q a = 74100psf
~-
Client Mike Ferchland
Project 501
F cs = I 07
F cd = 1 48
F Cl = I
F qs = I 07
F qd = I 3
F ql = 1
q a = 3550kPa
F ys = 0 96
F d - I
y -
FYI = 1
K & A Engineermg, Inc.
"\
Page 2 of 2
12/29/2000
.~
ka
f' n gIn f' f' r In 9
I
K & A Engineering, Inc.
POBox 10524
Eugene, OR 97440
(541) 684-9399 fax (541) 684-9358
( Client
Name Mike Ferchland
Address 697 So 70th
City Springfield
Phone 746-2248
"
State OR
ZIP 97478
Description
Qty
1 Site VISit
1 Project Englner
"'-
Terms TOTAL due upon receipt
OVERDUE as of 12-Jan-01
Thank you for the opportumty to serve you'
Invoice No.
'\ /
Date
Project No
Location
"
Unit Price
$95 00
$95 00
Total thiS invOice
Past Due
TOTAL
Office Use Only
422
INVOICE ~
'\
29-Dec-00
501
6947 Ivy St
Springfield
/
TOTAL
$95 00
$95 00
I
$190 00
$190 00
JO