HomeMy WebLinkAbout1940 E 1st St Ste 130 Technical - Building
..
Commercial Tenant Improvements
Structural Design
for
PA Plaza
1940 E First Street
Port Angeles, Washington
Tobias Properties LLC
709 S. Lincoln
Port Angeles, Washington
I.O$.e.'1
"l)
pf- .
I EXP,PES _A_~~ 'J__-.J
'.-- --
4 SEASONS ENGINEERING, INC.
619 SOUTH CHASE STREET
PORT ANGELES, WA 98362
~~
4SEASONS
ENGINEERING, INC
(360) 452-3023 . Fax (360) 452-3047
619 S. Chase Street. Port Angeles, WA 98362
January 8, 2007
Port An~eles Building Department
321 E. 5 Street
Port Angeles, WA 98362
Subject:
Scope of Engineering for:
Structural Design
PA Plaza
1940 E First Street
Port Angeles, Washington
Enclosed is the structural design of the Commercial Tenant Improvements for PA
Plaza.
At this time, portions of this structure that have been reviewed by the engineer
include:
1. Door Retrofit into existing Concrete Wall
Please give me a call if you need any additional information.
C)
Donna J. Petersen P.E.
o I ~ DB, - v'-I
Sincerely
Yc
I EXPIRES vA :.2::::-L .-'
Structural Design
PA Plaza
1940 E First Street
Port Angeles, Washington
DESIGN CRITERIA
ELEVATION LESS THAN 625 FT
SNOW LOAD GROUND= 25 PSF
SNOW ROOF = 25 PSF
REFERENCES
(1) INTERNATIONAL BUILDING CODE 2003
(2) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC
(3) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE
(4) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996
(5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997
(6) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000
(7) RISA-2D RAPID INTERACTIVE STRUCTURAL ANAL YSIS - 2-DIMENSIONAL VERSION 5.5
2001
Structural Steel Construction Notes
1. Fabrication and erection of structural steel elements shall be in accordance with the AISC Code
of Standard Practice for Steel Buildings and Bridges. Shop drawings shall be reviewed by the
engineer, for general conformance with the building plans, prior to fabrication.
2. Structural steel wide flange beams and columns shall be ASTM A36 steel with a minimum yield
stress of 36 ksi unless noted otherwise.
3. Structural steel tubing shall be ASTM A500-46 steel with a minimum yield stress of 46 ksi unless
noted otherwise.
4. Structural steel pipe shall be ASTM A53 Grade B with a minimum yield stress of 36 ksi unless
noted otherwise.
5. Steel plate, bar, rod, & angles shall be ASTM A36 steel with a minimum yield stress of 36 ksi
unless noted otherwise.
6. The design and fabrication of all welded connections shall be in accordance with the AISC
Manual of Steel Construction. All welding shall be done by a certified welder in accordance with
the Structural Welding Code of the American Welding Society.
7. All steel bolt and threaded rod connections shall be ASTM A307 bolts with nuts & washers,
unless noted otherwise. Bolts shall be tightened to a "snug tight" condition with all faces of
attached material in full contact, unless noted otherwise.
--.....-.._-<
,
i
. . I '
..J)e~.
I
i
i
.1.
I
i
I
~.t;,.':'r'f2-0;P t:'-
T'/::> 'Cyl ~T'/ tJ,"'=J
,
,
L{)N~j.~~_.W*L-l.-
,
j
!
~ !
";;f.J::>loo'g..
I
I
I.u I 71.:- A' I II
19 (DV,-,.'e-:e;,;;:; 'M rr-W,L '(J 2-0> r-r-/ :tJ
"5'r~t=iv't1 TtI ':;,:. 1?r;:rN'FOl2cuJ4 'UNV-N(;)VJ~
, .' . -
,
I. ............
I
!
I
,
,
,
i
<_.' L
i
. \ 1\
11/ \
I
,
i
DE-SI4NF'dtZ- 4'J~'l MA-~. ~.o.
0:0NC--:::' ( <is"V:?c...E' !... ,... -...
I
I
I
i
i
I
,
, I
i .
_.._.__..~__....._..._.. .+-._.....__L "____
1-1 lI\.rr'E:--L....
.. . I'
I
,
~
?f k'~ t
f--( Pt-
. 1Z I :'- i2 7- -:;...' I'~ I ~.u.:-.
N\",A..~ i- 20\,0'_;tJ:..
~ N,,~rt>EFU.?c.1'70tJ ::r:.t:l.L/~iQ u.
0) .e.3. i
L:;;.,-~-::.~ .,.. ,."1....1 I- ..
"--p1Z:,;,,!.._ . ~'c;.. '(:::"'1~'(O ;.."~l.-
J. '.-.i?\ 1\ .
,Q, ""A-~ ;;:..(.."..Jl:~.. j
"I .," _ .wJ', . - i ?gr~4-
...J-.~.r,;..Q:o- ~ -" '::>=111
. (~6fA,v
LCoy. ~.2. .:L..",":.-, ~~~,~~.O}~._,.
,1-,...) r ..r
TU cO Y2..l'" lIb .T<6'i1 =, /,<='10 '" 4; ~ ,>
J L 3 f- 7-.'( ~/i~." T.::. I b (~ IY\.ff-'~ rc::. ...
, '
I ,E> .1.
wz-' 19f(F7t~~~
~ 'd 1-0?l_;~::'
1t<iY L.A'~:A:-
4SEASONS
ENGINEERING, INC (360) 452.3023
619 S. Chase St., Port Angeles, WA 98362
SHEET
DATE'
"SloT-
I
SCALE:
DIlAWNHY;
CHECKED:
o.
t :l33HS ~9rB6 VM 'S8 UV ~d .~S 9SD1O os 6t9
df'O :03>03HO r~or-m- (09r) ':JNI 'f)N/~:E:l3NIf)N3
d3I' :),,8 NMV~O C'A IOSl-/:JSt?
0310N SV :311/0S CJ I V I V .:::I I
LOOZ )"~l/nNl/r :31I/Q
><. ,
<(' <:~
a~~.zv;ij
L;5e:~I~tb
a:: , o"'-:r
i!: "';" cj~OO::
V)C\jaJ-,:e"
::lCk:QV><:~t::'
<(o~ lu <:
:x:- .~g:lu
"u<t:i:SQV)-J
O<:a lu <(
"",<(<:a::co:x:::>
<(>-lulu::,,,,'5
....x:x:t5lu:i':o
"j..,., 0 U;o:{ . r- lu
"ll.<(f..:~lua::
~lulu"'~"'O
:l!!
5.:
""'
x
'"
Vi
,...:
<
o
f::
()
lJ.J
Vl
Vl
Vl
o
Q:
()
Q:
lJ.J
a
<:(
lJ.J
::r::
,.
.
.."'1"
,{
..
.,.
p
Q) '0 CI) Q)
~~2 ~ ~ ~ c
o en I"') OJ -+-0 s;:: _'-1 0
-I: ~ ... "'....... ~'- ""'-
~-::::o 0 Q) -t-I -- ........
~~~.~ -r:..t:; 0 Ct) ~a, 2:0
<1>0.0..... '" '" -0 ~-o ::JC:
OC:' .~ -0 ID Q; <1>Q;,:,C:8
,...._ en l.. x U ~""""..s:::
.... ~ c:: -<1> V ........ ":;.. c: Q) ........ ~
00 "- tn 0'0.-.-......
-o~- 2 '" E -o<1>o~-I:~
"'-00. '" E -0 ::J ...""0",0l,,,
8 0. Ol <0 ::J ~ .~ 8 :,:; Ul ~ :':;'~
o O.S I<) .EO -, .S 0 ~ Ol 0 Ol'"
0-1:-0 -q: - E oos~::J~
SUl~ S::J E c: -o~c:....
<1> . ~ ~ E 0'- 0 Q; 0.'" 0
~ID<1> Ul 0 ~ -I: <1>~~l<)o-o
_ Ol-l: -q: .s.... ~ c: -q: <1>
0-0.... -I: E'~ -<1>0;:>0....
..s:::~..s::: Q) ........ ~co~........o
~.~ 0 -<1> -I:O'L::Ul-oC:
"'co~ ",-o<1>-q:<1>'"
"'-O~ O'Q; :s 2 "'<1>E c:'"
........ccu ..cQ}Q.l ':;;:: U) C:..Q~Q)....<1>-,!!
tOO (I).~-+-o ~ (.Q o_.........o...c:c
E"'C:o "'~'" co I<) :':;0<1>::::0l::J
<1> OlE c:~<o -q: 0-1:-1:0:':;.
-c: E~'" <1> <1>"'....-1:....
Q.)"-l.. -I ~ ~ c ~CI)Q)g
m~~ ~oo ~ ~ ~~oCl)~_
<1>::JC: 0-00 ~ Ul 8S<1>C:::::C:
....coo 0<1>~ -q: -0-0000
Cfl_O 1:).........::( f'I') Q) ""OQjo~..c:U
_<1>_ c:g;:> ~ ~ ~~oo"'::::
~2t: 0 ~ '<( Qi::::0l~2~
::JUl<1> ",,,,Ul 3 0 ~-q:sc:oc:
",~...C EID-q: ~ -I: _ ~Oco-
<1>::J0~ 0<1>";::<1> Ul '" -"':<1>0 -
-t-I L.. >+::. v' ..... -q: o....~ 0
0........(1)'-.. ..o:J..Q (l)cU,+-O 1JQ)'C
~cnoo '__ Q) ~~o~_o Q)
...... ,_ ~ Q) U) - '..Q 0.'- <.> 0 l.. .~-f-'
Co 0....0.... Ol-'" ~ 3l- c: ~ c: ::J ... -0 ~ 0
_ 0<1> c:<o--O o~o...::J<1>"'E
....c:...<1> o,......cn~ Q) '-(;;0""0<1>
OOQ ~:.J~L..<1>~CI)~~OC:JO~\)
::J:':; c: -c: ~ 000...<1>0<1>
bo\)'~ Q.)o.-..c:Q)~~ .-u........L.. ..c:
Cl)CbL..C ~(f)~~~~o1:)~_~51:)O
~ ~..g Q) :t ~...... *tl 0.5 l.. 2.E IV lU \) ~ ..8
01:>51 ~~~~mo~g~~~coo
_c~~ ~~~o~~]~c~~O~~
~o~~ ~~CI)CCl)2 ..cnOo~:t::CI)O
_c~~ -m-CI)-O~~C ~O~CI)
~..go~ .E.~E~ec~~~~~~~~
oo~~c~ ~_~cn-~~~O~~O
..~ 0 "'tJ ~.o ~ E ~ c.:..... ~ Q.- ~ c: C <b ..E
.:J'_O~'+:;U:JO:JOQ)_cn~oo~ u)
-1o~02E2-::J-=-"'<1>;:>-o"''''::::
o Q)u..... ~cn~c.: ~ ~ ~o
::J~~...~Ul~Ul-"'~::J~~~OO~-I:-I:
~ .:;:C Q)"€l .'E- .<0 .'(jj ..... .~::l 19;t::
u,_,~~~ I<)......-"'~o<o-q:o~~~
><i. ,
<(' <:~
::;;~~ox
ao ,,,,0
L;5e:~I~tb
tt:z: o~_-,...
:r ' '" ~
~ (() ;- LJ,,-t-:
~. .",
-J V) ''II a t-.::2:'"
-JgjaVi~lu!;;:
<(:x:<: .::,g:lu
t-..O'O:tl:5CV)-J
g<:a lu ~
<(<(<:eJ~t:;-
>-lu",<~::o
;!>x:x:",lu:x:O
~ oo~ ......liJ
~ll.<(f..:~lua::
~lulu"'::,"'O
'.
<
0
f::
(.)
lJ.J
Vl
Vl
Vl
0
Q:
()
Q:
lJ.J
a
<:(
lJ.J
::r::
-.J
lJ.J C)
< I
< . -
<:( II
::r:: .
() -
'v'M 'S373DN'v' l~Od '133dlS lS~/J "30t6l
'v'Z'v'7d S373DN'v' l~Od
.:l70M >I:JIO ~O.:l
77'v'M 313~:JNO:J DNI1SIX3 NI ~OOO 11.:lO~13~
><. ,
<(- <:~
::'::;;~ OX
a 0 ,,^o
<( (I: . ~ U'll.
lul((JI~lu
a::. O"'_~
:X:' - "'~
~ (0;'" t.J"-~
-JV)C\laJ-,:~",
-JO:::cV1::O:::t..l-
<(o~ lu~<:
:x:- .~g:lu
"-O-q;:l:5CVl-J
g:2:C Lu ~
<(<(<:eJCO:X:-
>-lu",::''''::O
,...x:x:",lu:i':O
00<( ......Lu
~ll.<(f..:~lua::
~lulu"'~"'O
..
<
o
f::
()
lJ.J
Vl
Vl
Vl
o
Q:
()
eJ
a
<:(
lJ.J
::r::
lJ.J
-.J
~
<
<:(
lJ.J C)
-.J I
0)'
:::J -
o ,11
a -
. -'-'4- -
:-l -l-J! I I ~ -l-
r-+ -+ 1Ji 1__-' J -+
9....
:.. .
-.J
lJ.J '"
-J>-- I::! ~
-lu-J ::0>--
'" lu~O C) lu 0::0
~ ::0>-- 6(f)m Vl I a:: ::00
lu 0::0 (J <:a::
a:: ::00 :X:luq' lJ.J . <: 1':'"
(J <:(1: ...COlu 0) - 0 <:>c
~ 1':'" ;,.2@ II (J 0<:
<:>c 2 , , (J-
(J 0<: - '" .,=(1:
(J- -i}j
. . a:: '"
'" <::x: <: ~I
'" -'" I':-J . <:
<: ~I ~o
I':-J ' <: !Q-J ~:<:
!Q-J ~o [;j~
[;j~ ~<:
1
\..,!
a;.:
\
0 -,
.
ltl r- '"
0 eJ
. ~ <:
- I. (I:
0
(J
........
...<:1.
N
~ '"
::0>-- @
lu 0::0
~ ::00 ""'
~~
<:
0 <:>c
(J 0<: <0
, (J- ;;r::
. a::
'" <::x:
'" -'"
<: ~I
I':-J ' <:
!Q-J ~O
[;j~ ~<:
ci
n:'
><igj
~g
:...~
...
ci
gj
o
(J
>- ~:x: g I
~~~~ -I
ill~lu~aL
lu Olu
:O~~~ I
~~~~L
~lu
... a:: <( i!: <: I
'~~O~~L-
~ -.,.g:
~ N'" I
+-
l-IJ
t-- 1_, ON:" woo Ii ~,:N(= I
I I~
- I nl-I-+ + +- I
- ~ t- 11-1
<0 lu
~C\I-J
xctim to
C\lX~~
x",Ox
te(Ja (\,j
Via:: a:: X
t-:oo~
';]
..
"
~
<
~
Q.
o
Q:< C)
c)c) I
Of:: ~
a <{ ..11
~>
lJ.J lJ.J Z'l
< c;j ,.::--
'Q