08-0091 Anchor bolt changes to threaded rodi ~,g i
m =°_
1Y11~ ~7~ Vt31LL~~
I N C O R P O R tl T E D
..ll.ine ~, 2008
Prairie Park Holdings, Inc.
P.O. Box 521 O
Yelm, UVA 98597
Attn: 1\/Jr. E3ili Lindgren
5 ~ `.,°
~~~
1238 EAST 4TH AVE
SUITE 707
OLYMPIA, WA 9H506
{360) 754-9339
FAX {3$0) 952-20d-d
E-mail: ang~mc2-irrc. com
RE: Prairie Park Hotel Expansion Framing Ques#ions, YeIrII, V1lashington
Qear Bill:
This letter is in response #o your a-mail_ Your questions are answered in the same
order as you asked them.
1 _ l Nava attached a tabu of haldown bolt requirements tY~at can ba epoxied in
place.
2_ The reviserd detail lvlirninated the LSTA 9 strap and provided a ledgar_ The
horizontal block has been rernoved has now been removed from the detail_
The detail is attached_
3. We have; rnodifed the stair support details to rriatch the contractor's request.
The revised details are attached_
4. At grid iine K, there is a 3X sill plate. At Grid liners E and G. there is a 3X sill
plate. If you decrease the anchor bolt spacing from 32" on center to 'I 6" on
center at grids. E and G, there can be a single 2X sill .plate. 3x sills can bo a
single PT 2?C sill with a untreated 2X nailed to the lower sill plata_ V11e have
modified plan sheet 52.0 to reflect these modifications.
If you have any questions, or if I may be of further help, Please call me at {36D} 754-
9339_
Sincerely yours,
MC Squared, Inc_
Mike Szramelc, P.E_ S.E_ -
Principal Engineer
attachments
File c:\wp9kmy documents;aSt31PRAiRIE-PARR-E"RA14EIiVG-~UESTIONS.wpd~offics
STRi3CTURAL ~ I'OUNDATiON m CIVIL ENGINEERS
EXPIRES 7/1l j09
EPOXY INSTALLATION OF HOEDOWN BOLTS
HOLDOWIV ANCHOR BOLT
THREADED ROD HOLE ~ BASED ON
SIMPSON AT HOLE DEPTH
LTT20 B Y2"~ ~~ s "~ ~ "
HTT 1 6 $fs"sn ~ ~ s"~ 93'x"
HD 1 4A 1 "4 1~s"~ 24"
P H D 2 5/s„~ 1~ s "~s 9~`~„
HHDQ1 1 1 "s~ 13~s"~ 24»
H DUS ~s"~ 1 "~ 1 S"
H D U 1 1 1 "~ 13~ 6"~ 24"
srt~r ~E
STRT7CTURAL ~= FO UNIIATION ~ CIVrL ..,,_.. ""°
_ ~ _ ~ _ ENGINEERING ~ ~o~
os-29-os
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^ rv c- n H ,~ n K ~: -r ,•_ a~ (3fi[}) 754-933
EXPIRES ?/7 7 /09
WALL SHEATHI
2x6 STUDS CAD 16" O_G.
1Od
2x8 OR 2x1 d LEDGER_ A"iTAG[-I
W/(4} ~ ~ Dx33~" WOOD SCREIMS
PER STUD
SIMPSON HUC46 OR
HUC48 SLOPED
4x6 C3R 4x7
L~1N RDOF TD 11VALL CONNECTION
SHEEP TffLE
STRLTC'I`URAT' ~` FpUNDA~'IOI~T ~` CIVIL ~...~o. ""~
- ~ ENGINEERING .r ML]C
05-29 -~8
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EXPIRES 3/ll/09
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13~z" TOPPING
FLG?C}R SHEATI-IIN~
FLOOR tilG)15T PER PLAR
JOISTS RUN IN OPPOSITE
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STAIR LANDING DETAIL
SHEATHING
SHEEP TITLE
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FLaOR JOIST PER PLAN