HomeMy WebLinkAbout05020133 Correspondence
~
'..
~'~S
~OWEYl
. ,
JOB VISIT #31
Date: January 17, 2006
By: Garry Webb
WEST CLAY ELEMENTARY SCHOOL
CARMEL CLAY SCHOOLS
Carmel, Indiana
Project No. 204098.00
Present:
Jim Blanchard, Cityo( Carmel; Gary Hoy1, Carmel Fire Department;
Leonard Bareford, Kevin Kessler, PSI; Jerry Kinyon, Fanning Howey
Following is a report of our observations on the above date. If you find any1hing with which you
disagree, please inform us, in writing, within ten calendar days of receipt. ~-1"iJI/? J/1V1
FIELD NOTES:
1. A special meeting was held this date to respond to the City of Carmel's inspection report
dated December 20, 2005 (see attached).
2. The following comments correspond to the numbers on the report:
Item #1 - Bolt holes are provided for attachment of joists to columns or beams at columns as
an OSHA safety requirement during erection. Steel erectors are to use bolts to heip stabilize
the frame during steel erection. Apparently, the steel erector welded the joists at the
columns to their supports. Since the joists are already welded to the supporting members,
there is no reason to also install bolts at these locations.
Item #7 - Repair crack by applying epoxy crack injection adhesive to top surface. Seal
vertical surface to prevent adhesive from seeping out.
Item #9 - Repair crack by applying epoxy crack injection adhesive to top surface. Seal
vertical surface to prevent adhesive from seeping out.
Item #10 - Interior walls not scheduled as reinforced masonry panels on Drawing Sheets
S3.1 - S3.4 and 9-S3.4 are specified as follows:
a. Horizontal joint reinforcing is to be placed in alternate bed joints (Specification
Section 04080, Article 2.02 A.4).
b. Bond beams at top of walls (Drawing Sheet A 1.0).
Interior structural walls requiring additional vertical and horizontal reinforcing are shown on
Drawing Sheets S3.1 - S3.4 and scheduled in Drawing Sheet 9-S3.6.
GEW/tr
enclosure
c: Rollin E. Farrand, Jr., RA, Carmel Clay Schools (Electronic Copy Only)
Tony Heath, The Skillman Corporation
Mark Obergfell, Ter Horst, Lamson & Fisk, inc.
ARCHITECTURE I ENGINEERING
9025 North River Road I Suite 200 1 Indianapolis, IN 46240
317.848.0966 I fax 317.848.08431 www.fhaLcom
z
g.~
E-t~
:s~
o
~g
~" ::t
O"Q1 ~
tJEJ~,~~
~ ~ ~Vl c:
L...~ ::.C~
r-"'.. t\1 'c QJ
00 ---::J~
Z ,,,,: .. E.E
-.....J cEc:r-..s
,oaw",
13 OJ 0
g,'O"8*
~~~~ ffi
't E ~"[).. Q
rt ~'" l= ...J
a... ~= t:: ~
~8~a 10
,
'..
.'
~
M
""
-
~
~
'v\
\:)
:z:
~~
~!!l
5~
W
010
1Il)-
w,<C
10:[
9lil
::(. 5~
'-.Sl :z:~,
~ ~~
.~ W
I-rt_
1.. 00 )
-.b \ Z u.i' 0
~ } ~~
2:0
- ~Z
--'
V) rt ~'
12
z .
6 ~
w l!!
'5 I); 15
1= i!; :[
<C , 2:
9 ~ 8
I
010
o 0
z Z
I
o 0
lIl.l Vl'
'~l~
~ 1
( I' li.
Ii. II
'1 .t ~
-...:s h'" & ~ I?
'" 't'f I
~" . -01... '
.. ,,-3 ,,>!,::,' OJ.... al
c..w. .J."""" ~:) lo.. VI
i\I~~Lii!\)~_~
" I \J~~~ ~ Yd
\J 1. .~ I ~"~ ~
11;:: ~=~ ~ =
' I J'~ ti '~
V)~ I ill- oS ill
~I~~,;:~
"h'\' c: =" c:
'. ..x.. ~,.. ,0 1:: ,Q
" -I- \l.~ I r Cll ~
'-- '\J'I.;i ~ ,t..L. I;J
~"I\l ~ ~"",~
'- ~-..$\'::l: VI E V)
o !'ot r::: ::J. C
.. ,- ::E '-
~ I ~__ ~
..........lro~,!2ro
' -1l,j,j'f1~~"~~
.!--;.!;f Ol-:SE"
..so'.:.... 31 Eu
l,. o~ Kll..,. 0 .s
w U') a::~ u
"'" " z c::r-.LJ'l
:S" ...... L Vllol. "!
'C .,,). - >i .~ 0 ~ c:j... ~
l\l 'V "'...._ '"
V\ '\:....... "'~-jI ~ <(
~ 0lJ) '_
f l J \ I 1
@~r.,e is E)
~
.j~'i'1
"Ill ~ 3
t.'h..1-
..:tl'liltll
\(\\l-
.!tll
...
'"
o
i
l:;
:[
ffi
l1.
--'",
o
o
z
o
111
~
~
...
]
'"
I
~
'" ...
'" c
.s: ::I
... 0
... E
... '"
... "
5 '5
c
<( ....
e
~
.. ~
I!:! ~
~ ~
Eo-;
o
Z
rJJ
~
~ ~
~
o
~
-~
Eo-<
o
Z
o
~
.-.J
Q
C::
o
~
()
W
0..
1Il
Z
~
"'
>
~
~
..
Ii:
.~
l
'"
o
~
~
z
o
6
w
::;
o
u
~
o
t':I
5
z
g
~
w
~
v;
~L)-
~....-......__..-...-