HomeMy WebLinkAboutPermit Correspondence 1999-7-20
J. .
.' ,,, ,,-, "'; '*; "<k'-V,'-'} ;j,w./ <,"~1' 0"">1,,,<, ','/1;, ":'~1':: ",'.::....>; ,,' ~ ", : ~ " ' ' " " _ > ,
r fi ..~, A,.. (J!S-xr -~~...3~L~Lfdd:"~~d~~Jg~ y.J6S~~&!t;:;,,\.t>t3~h~ ~:rt"'Jd:t.M~~ ~:d::- :.:..~->.,\ .?>~,~ .'i.. ..':'i"~l.:t ~ ::w-;"".,..-""'-:~ ...~ ~<JI\.,. ~_",- ......-~-c..._-<.~""--W
_ ~~~.....J'f..~ _ .ciolJ-L1Y.ll ~_"~
, .
~,
, I
Branch Engineering
310 North Fifth Street
Spnngfield, OR 97477
Telephone (541) 746-0637
T elefax (541) 746-0389
S T RUe T U R: A L
I
,I
PROJECT NAME PRODEN I lEQUIA RESIDENCE,
I
995 S. 44TH STREET, SPRINGFIELD, OR
CALCULATIONS
PROJECT NO 99-160 BY
I
I
Rick Hernandez
DATE 20 July 1999
~EVIEWED
ELEMENT
UNIT VALUE
ROOF SNOW LOAD
ROOF DEAD LOAD
FLOOR LIVE lOAD
I FLOOR DEAD LOAD
WALL DEAD LOAD
25 PSF
10 PSF
40 PSF
10 PSF
8 PSF
/1
,.- ~ ---- ---
'L, ._._..._. "___
I
PROJECT DESCRIPTION ENGINEERING EVALUATION IN ACCORDANCE WITH THE STATE
OF OREGON STRUCTURAL SPECIALTY CODE
I ADDENDUM TO CALCULATIONS SET OF 16 MARCH 1999
(PROJECT # 99-068) !
GRAVITY LOAD ANALYSIS
JOIST SIZING CHECK I
I
J
I'
...... ........-..-~.... 2.. I ) .....- ~:>>'}J.,v.v;
, v.......~~~ ~~ "di:....,.",w~ ~,..1.A~...xJ-Jc;b"->{..'-b.~y~{.t{~~.J?~1..~~~~<!!~t.6>-~~~"u.:.. L.1'6..ili~~~"t',t.g&~~~~ tt'dix:,,,,~ -tl.(; ).~~ ~\t;i<t'k>
,
,
,/
J
(...
c; '7- / V<J
....
en",,,,
~_....
.........
::::::!~
en .n en
ceo
>noe
-N
-NV
V V""
("<N....
NNN
@
g,
Prz-J l;-C:Y J / [;c:.? J' I-
~I-I
1(2~/C7
~...('! J::H.... C'Tr,MT
SPI:lI~JGFIELD, OR 97477
(541) 748-0637
jOt:',
~GK-
__ I
~d ::. 013
3fj
\jvv'r-
-j '\
.4'
\J fj -' I J
w -" 01'
Q ~./
I I
nC'~ 2
,
W J ~ (jJ) ( 1..- ~ "2 j I
L+> ~ j..t(,--j( ;77.-,)
"" 4, f"'F
R1..-=
( -;}'
3 ~ )( J L.- ) :
I
I
i-- / \ r! L
+ (,43), ?Jl '-Jl/"\j
?~
: z~t
~4o~
<;Y / jC\...--\ -= : G4
I
T~S- r0f
LQ.~Tt- ~'2$.Y /
U(71t~,v I'~
CJI'<U.-
-t-
t
-=- 1-f7. (J ...
'2-x
\1-
:JIL
LJ - ~ t )( S'J ('\"] ') ~ (DJ fLF
f'\,.". M;. -
I
Q4TJ)(~).l. COJj(2-~-t- '-) ~ 514<J~ I
r S'<!~/( I~\
"$ 2 s--r.- M -;.
(9~0/ I)) 2.( I J j
!
S' /'l;'E\) ~ ~
V I / -;.." e:-
\IV\- I>-i, -=- IJ, -.j
I
A- (1:c". (t -S-)( It. -::ru ') ~ 21 '7':3,,,, 0-
J
(<--<)(; _\
,I /' I .;
I
,
I
J 0 I '>" \ I
t. ((-, "'- :O~
(
I--
I
I
,
s-== Clc,1.-f1 -\1 ~
\:_)\ '), ;-fa III J
Co
BRANCH ENGINEEPING
<) /Jl$v.J D iV11--j"
~~I+
I ! I I 4 Ji'>-=
, I I -.l
\ I I ' ' J' \ I
1 e:>" t i --;-5('11
J
I
(jZ,
(21
/
S:e:; P ~b
2~~ ft.--j
See- f' 1//10
f
'/ v-J
I \ - L , I J Jf
l,- I " I
\J
r-2-{ t IS 5" 1_
I r
JL. \C-z..
Df ~ {;oay!'i'<)\'-( ~){/c;r,);(~~<(
~ ~ - lJ
- 1\- \- 2G1~~
14-:;")
'11-3
~
~ - ~ )~I..-
1 (,~) ,
2/ '
-'It:!,-
/ Srk..,nt~
y
~ z( V.a
/ \
'.
I' 'd-
I
--.t...).
\