HomeMy WebLinkAbout05120087-Correspondence
. 02/21~2006 14: 20
TO
3172512469
MACK ARCHITECTS
PAGE 01
c.
HMJi. A
5920 North Keystone Ave"
INDIANAPOLIS. INDIANA 40
Phone: (317) 251.2468
Fax (317) 251-2418
~ twYl h"VV>'VJ
o Shop drlllwings
o Copy of letter
o Under separate cover via(j S~ (.. 2. t.fl
o Plans 0 Sampld
o
the following items:
o Specifications
w~ ARE SENDING YOU 0 Attached
>
COPIES
/.
DATE:
NO.
DESCRIPTION
~/'%.(jl{)c..
~
THESE ARE TRANSMITT~O as checked belo
>
REMARKS
COPY TO
~
o For approval
l'1"''Jr your use
ifAs reouested
o Approved as submitted
o Approved as noted
o Resubmit
o Subm~
n Return
copies for approval
copies for distribution
c;orrected prints
Cl Returned for corrections
o For review and comment
o
o fOR BIDS DUE
o PRINTS R~TlJRN~D AFTER LOAN TO US
.'
Z-
'.l~
-~
rJ F CONSTRUCTION
Subject tl) COlnpiian89 with ail regulations
() ;;,tate ano !LUt...D.i...,d ~..:.~.
_. .~.,_ ,~, ~ ..., "we\., ,,_ \
c.r-! \.../i '...J'I.,.II'111 1\...>'1'" , 1....;.._ ;
or,,' r-~' ,",. "'1(, "t:,~1 i ^\f -,'r \
1 ......" ",.-.-, .l.i
SIGN~D; ...k ~
If. CIOawre..~ not.. nQt$d. kindly notify ,,_ ctt Ctn~.
-02/21~2006 14:20 3172512469
MACK ARCHITECTS
PAGE 02
,
I
,
I
,
I
, I:CI .
I I
, .
--.-. ----~---~----------~_.
, .
fJ I I
, ,
I I
, .
!~l
I I
, .
I I
~___._P__--+-._____._.__4--_
"'1 I I
.
I I I
, ,
I I I
, , .
I I I
o ' . .
_~____L__ .~ I I
, I I ,
I------r----------r-i
I. .
I I 04.I"06T1!!R I
I . .T'-~ ...-... ,
: I I
t. .
: I I
I' '
I ,I I
. r6;.!j
lDl
.
I
,
I
.
~
,
---------,---
I
I
I
I
~
El
lP
.
I
~? i
<!5' .
&TMS...._. I
I
m=-
1DI
-
}- - -- - - - - .....'&~.. .wJ'ir
Y"'.."T<+I
,
,
l.-,"t.--
'UTI-IEASTERN ALUMINUM INC.
~Il 11160". I'..'
CD
.03/21,2005 14:20 3172512459
I
j
I
MACK ARCHITECTS
PAGE 03
1t&IJDe1 Uti
,
, I
1'1 I
,II ' ,
II, ! !
Illi ! !
-'-'-'- .111--------- L--1---______--l__________ -
T'
lill i ~Qt.>1o~
r.1 : ,I .
11'1 i I tuvJ~ !
"2./1Dlo{#-
'. I
III ....:.......1. -._ ' u:
nil ">
I!I; i i ~
------.-r"""---r'- ~-~I
~II . , ,
~Iiih~! !
Ir~~: ! !
(
.
.-.-
iD
1.1 Iii
, lit . . ,
.---.-.~.-.-.-.-+.I.-.-.-.-.-r-
III i.~.
Iii ! ---.al !
1,1 I I
III . .
, I I
, ,
I I
r
~
'02/21f2006 14:20 3172512469
MACK IIRCHITECTS
PAGE 04
,..---./- ......r--,..---.r-- ~ ,-....../-.....,~~
r' ~
~. )
r ~ .. i
( III !
(( !.. I I __... '\
I ,P\-f',~ I )
~-f---- f"--"---i----- .... r ._. )
( 1,1 ' ,
III I ..... 7'1;,,/ tJ-J"J; ')
( 1'1 .-C~., _..~\ c' /1</,(., I ~ )
( 1'1----. '(..,.~ ' ~ )
~.... \. . __~~~,,=-=. ~Li~-=__~,~;~.~ ~ ~.- )
(~II ! I )
( I~\_ ,.;1<()"~ (:J~,\J, . I ))
( f-:-c-,c.+ -- I )
- \ ... t- ..... .........t .....~ iu ......-- ~
~ Iii I ! )
_o&W~ ~ A ,i" I I f
~~ J
'-,-,_ ~.--....../"-./,,---,.~'~'--./ Sr<
~12I/lZl6
SOUTHEASTERN ALUMINUM, INC_
PARTIAL PLAN I'E\ ( ", .'
ecAL.E. NONE ~
1IiEFe'~ TO I/A-2 FOR ENL~D F'LAN
Page 1 of2
Ochs, James A
To: Mackarchitects@aol.com
Cc: cremenschneider@fhai.com
Subject: RE: Southeastern Aluminum Products
James,
The proposed corrections outlined below are APPROVED.
Please do not forget that we need the amended plan because the wall was moved from the
original location.
Please include the permit number and/or address in order to properly file the amendments.
Jim ochs
-----Original Message-----
From: Mackarchitects@aol.com [mailto: Mackarchitects@aol.com]
Sent: Monday, January 23, 2006 11:20 AM
To: Ochs, James A
Cc: cremenschneider@fhai.com
Subject: Southeastern Aluminum Products
Dear Mr. Ochs,
This e-mail is in response to your concerns regarding the demising wall on the above project. I have reviewed Ihe
structural aspects of this demising wall with our structural engineer, Ray Stone, P.E., of Stone Engineering HIs
comments are as follows:
1). The existing 6" concrete slab is more than adaquate to support the 460 Ib/lf weight of the demising wall.
2) The maximum deflection of the fully loaded bar joist affects only 7 I/f of the middle span of the bar joist/demising
wall juncture. We are therefore proposing to lower an 8 I/f section of the steel stud plate a minimum of 3/4" at the
middle of each span (below the joist) and fill it with an expansive material and slip fastners at at those portions of
wall. The top of the gyp. bd./ metal deck juncture would be stuffed with fiberglass insulation.
I believe this should take care of the structural issues you have listed. If you have any additional questions or
comments please let me know.
James P. Mack, R.A.
President
Mack Architects. P.C.
(0) 251-2468
(f) 251-2469
Cj770
;11 J\ Y ;:::- CAJ W if 1/1 ff-- j) r-
057Z-0o~(
01/23/2006