HomeMy WebLinkAboutLETTERS - 03-00058 - The Village Apartments - Buildings #1-7Sehiess & Associates
ENGINEERING PLANNING 0, LAND SURVEYING -7 .4 rn-%
t F u%a ZDUU 1 t) I H WEST, IDAHO FALLS, ID 63402
OFFICE- (208) 922-1244 * FAX; (2081 522-9232
May 28. 2004
Brett Hancock
Futures of Idaho
560 W, I st N.
Rigby. Idaho 83442
REXBURG, )0
OFFICE: (208) 356_6092 9 FA: (208) 356-6462
�poxY .An.e'lur Bo"( -It Ins tall alioi-I Obsei:vatwon. Trhe Village Apartmen-4,s i1i Rexbur
Idaho, Project No. 03080....2 g'
To Whom It May Concern:
Per request of Brett Hancock, an may 28., 2004, 1 went to the site and witnessed the
installation of several lar2e diameter bots be epoxy embedded 1, 8-13 into concrete in the
south side of building #5. I witnessed them overcome several obstacles associated withthe 18 embedment. In particular, the cz-ew used a piece of long p�asiic tubing attached to
the end of the di'schar e of the tube of adhesive to ensure that the adhesive reached the
bottom of the hole. Otherwise due to entrapped air, it is impossible to get the bait all the
way to the bottom of the hole filled half way with adhesive_ I can say with certaiwnty t
the contractor developed a system that assures that the epoxy adhesive is properly applied n
to the hole and generally that all bolt.. are installed as per the Simpson instnictians.
Please feed free to contact me if you have any c�taesizons.
S idncerely,,
Paul H. Scoresby, PE
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MC SQ1f
INC ORPOR ATED
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The v I age Apartments
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Wcsffirook R=1 Esmte Devel
338011" Way. Rafte 27 1.
Fedaw Way., WA 98003
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7he 5/8" diameter bY 0 long Wedge Anchors from Midwest Fastener
Corp.
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I M EAST 4TH AVE
SUITE 101
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you havt any questiOns plem call me at (36" 754.,.%9339-a
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Match 11, 2004
MC SGUARED I NC .
Westbrook Rea] Estate Development
21l South Woodruff
Suits K
Idaho Falls, ID 83401
Atte: Camron McKinley
12a5, EAST 47H AVE
SUITS 101
,4PI , WA M06
(SdO) 754*93a9
FAX 380 352-2044
s k- ung@-rJ , com
Re: 'SHE VILLAUE. APARTMENT'S IN REX$t.1RG, IDAHO
Dear Naar. McKinley,
z understand that the gyp-mcretefloor topping �s not going to be installed on the second and
third floors. With this in micnd. the followi chazages may be made,
The following changes to the Unit B plans may be made:
•
The W801 steel beam made be replaced with a. built-up LVL beam. The LVL
bum must be Consfaucted wifth (3) 1 % x 117/8 L Each layer must be glued
�.d �
�iled with {3) rows of 16do at 12" on center at each row.
* Tbe built uta LVL be s may be moved 2"-%6" further away from tho p" wall
than shown on the pl . However, a 3'-0" square by 12'a deep footing must be
located at the interior end of the beam, The footing must be reinfoarcedwith, (3)
#5
barswith each way with T" cloar dfstauccftomthe footing surfaces.,
+� The 2x6 bewing waU may be a 2x4 beaming wall. Rowever, there inust be double
2x4 studs at 1, 6" on center ali with the floor joists at thefloor�m�.i�x level,,
�
The interior beaTing galls and headers ma-tr be removed firom the extejor
bedroom of theE Umt5 if 117/8" TJ1 Pro 450 �U�
�xS are in$talled at 16" on center.
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STAUCTURAL * 1FU1MATJL];q4 • �`�L CQ1fGII�;�
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Mc SOuAREU i Nc .
The following clamgea may be made in general throughout the project:
• Details I it 7 & $ on sheet S6 -,-O show A35
shear walls are flamed as specified below
place of the A35 clips.
368 3522044
clips at 16" on canter. However, if the
16ds at 8`1 on center may be used in
The sbear will sheathing mint be wn#inuaus over the base late of the
�pg�Wc�.i�a OW riupperc��[
t �st and the doable tOP plates of the lower wall. The
shea#hing must be edge nailed at the base plate of the upper wall and the,
top plates of the lower wall,
• The 117/8"' TJI Pro 450s may span up to 16'-0" and may replace the 9 %z" TJI
Pro 250s speci�xei on the plans.
• The K3 clips shown in &tail 3 on sbaet 57.0 may be installed at the bottom. of the
top chord of the trusses,
* (2) 16ds t.�s a� ��.�1� �s rr�y �� u��� ix� p�ac� of ffie DINC-0,��ps shc�v�►aa in
detail 7 on sheet STO, You should derstand that vertical loads from the roof
could be transferred # the walls below if a gap is not 1CR between the truss and
the wall. AdditiOnal 10 to the. walls below can Gauss defiec�ia►n and �a�ushing
that Marx sbQr� o� a� fl�sh crac�� �r� t�.�e futu��.
� The flOOr-tO--floor straps shown detail 3 onS6.0 r��a� be install �� �r� � ��#�r�Q�
Of the wad, ��ock�g rn�s� b� �nst�..�,led at the strap toea�vns between the
she�t�hi.r�� aid the t^*% plateS.
•
The holdown bolts may be installed in cIeatxholes with Simpson Strong Tie SET
�� Strength �PoxY Pte' the manufactures installatioll instzuctions. The threaded
rod diameter, hole dismeters and embedment depths for each holdown type are as
follows:
Threaded Rod Hole Embedment
J.liamer�
Pvt�-,._
LTT20B 3/4" 7/8" ] Q1TrT16 -3/4 t »
1531
HTT22 5/8" 3/4••
15"
HD8A y18" P
28"
HD14A 1,> 111$"
309:1
11
�MRR-12-204
MC SQURRED INC.
If you have any questions pleass calf ms at (360) 754-9339.
Thank you,
Mc Squared, In
Nanette S.
Senior
FAI
Assooiate
360 3522044
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JUN-08-2004(TUE) 12!54 MC sQudred.
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June 8, 2004
I n c.
W=bwok ReW Estato Development
21 T South woodmfr,
suira X
Idsibc Falh:*s M 834DI
Anw Ca=on mcK�n Icy
�FgN)36D 352 29-44
T)eucMr MclCinity,
P. 002/002
414
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& dL
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71 -le type thm shear walls at building dive m4y 1�e sheathed t]S�iipsccad -P�" P�Ywa with 7/16 0.,,
If you have any qumliOns PIOWC Mffl ThO St (3e) 754-9339*
x7aank you,
Nic Squarcd, Inc.
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Dear Mr. Me Kinley,
The DIP 6X8I FEW F 6x 10 }}�0 4 Julft m bufldkg,?K1
LVT-A-
Witklayet.
Id
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1 EAST 41"ri AVE
maybe replaced with (3) Iea N. V2"'
(2) ,rows of 16s at 12" on ceptor at each
1f Y*U bave aty q4v6ti= PIC=
Call
(360) Me at7541111113
jwThank you, 1
luuffu%m w FOU"MOTT a
lon€L JRN Gwms
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