HomeMy WebLinkAbout05050208 Misc.
12/13/2006 WED 9: 59 FAX 317 824 0406 BLS Construction, Inc.
~001/006
05 o'tCK(
or;
BLS Construction
The art of building
5102 Freyn Drive
Indianapolis, IN 46254
Phone: 317-824-0405
Fax: 317-824-0406
E-mail: info@blsconstruction.com .
www.blsconstruction.com
Facsimile Cover Sheet
To: Veronica
Company: Name
Fax: 317-571-2499
From: John K Barrett
Remarks: Permit # 05050208
Attention Craig Miser
Attached is the info on the T JI repair. I would also like to note that Craig did
make another siop to see the corrected work. He was just waiting on the
report from Eng.
The information contained In this facsimile is confidential and may also contain privileged attorney-client
information or work product. The information is Intended only for the use of the Individual or entity to whom it
is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination,
distribution, or copying of this communication is strictly prohibited. If you have received the facsimile in error,
please immediately notify us by telephone, and return the original message to us at the address above via the
U.S. Postal Service. Thank you.
12/13/2006 WED 9: 59 PAX 317 824 0406 BLS Construction, Inc.
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NOTICE OF CORRECTIONS
/ Building &. CocleServices City or Carmel / Clay 'JiMlls"i"
One Civic Squan~ Cannd. IN 4GO:~2 www.cannel.in.gov
For Footings{Under-slab{Bonding & Grounding re-inspections contact: (317) 571-
2449, between B:OO AM and 9:00 AM on the day you want the re-inspection.
For other Re-inspections contact: (317) 571-2444, at minimum of 24 hours prior to
the requested re-inspection date.
BUILDER:_I:.?!"_~___.m._.
PERMIT # :~2~:{..:;:_,CC~._~:I::?~~'..._.._.__.
'-ji
LOCATION :...~,.>,.:,::'...j.e(./::.. ...n.:.....m...
RE-INSPEcnON FOR ITEM(S) NOTED SHOULD BE SCHEDULED WITHIN 30 DAYS OF THIS
NOTICE, OR LATE FEES MAY BE ASSESSED.
COMMENTS{ITEr~s:
.....1:.',:..:__..'-..;,_.:_._ .J.._<________C~~.-.:.L.~~~.;,~~~~~.._:.. ...".:l-)__.j/n~L:..~.,_-_ 'L~~' .~~./~.__,._.;::-.L~l,J~~.._ :~..
,c,;" .r.J. t. .. .CL._.Aj. +-
OK TO INSULATE: (Insulation only-NO drywall)
Yes )?( No '''i
.u ........n.................,............
f\ $Ss.SO R(:'!sid(~nUal re~inslJection fee will be assessed.
Yes--fJ No "1
~IJ ,-.I
No lJ
A $100.00 Commercial! [V1ulti-FarY'Iily/lnstitutional re-inspection fee will be as.sessc(j;
..?~._.~."~'''C''A~'.''''''~'''~'''~'''-~~~~_.'_~''_.'_''__''_'___~,~__"~~.".'.__P.....,__~~_.~~,,..,U.'_~_......~,...,_.....'."".,'~"'''A'''_'.''''','''''''''''''''''''''''''''''''''-''_''''_~''''''''''<^''''''........~"""~"'"...
A LATE FEE has been assessed for:___.__,______________..~_._..__......_._________._......__..__.___._____
In the amount of: $534.50 ,j $802.00 U $1,069.00
(COI\structi{l1l Type:) Rn!;)(),:~I-,ljiJl Ot:~<':; Sirlgle/rw(l F;,mify!1rW/i', l;om(;:: f.ommf:rri;l!; In'ill!ulion,wr'lu!li'l'<:mrl\,
....~.,.~~~__~.-_~,.._p..~<~__.~.....".~..,.~_.'"""~.,~.........~~.-~..................._..,......-="..,.,,.,_..,..,.,,.,.~..,.,~_m"__~'N,,,,,,"""~M'''',",,_~,",~_,~,""~~"^"""'--"""~""'~~'.'.'
INSPECTOR: C"". '., !::j..,~:...____ DATE: (...1.:..__2.L.__.
f"'~...,~.,''"....,_...,..~..~..1.-..!...-..-..-.--..-,-..:-.-..-,.................".......".............."............,.............,............................................
t DO NOT i~EMOVE THIS NOTIFICATlON!
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S;Pl;ii.l-iJT$iN01 JCl: or- (OI,HFCnnN~; (For' l/lf,pw.t;()n~;)/ne!d NOC Ap:ii ;~OO(,
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12/13/2006 WED 10: 00
FAX 317 824 0406 BLS Construction,
Inc.
~003/006
10M M(Q)~M1LD PIE
'A Limited Ual>II~ Compony'
99 East 106 Street
Indianapolis, IN 46280
(317) 879.6402
June 15, 2006
Mr. John Berrett
BLS CONSTRUCTION
5102 Freyn Drive
Indianapolis, IN 46254
Re: Notched I-Joist Investigation
Cacucei Residence
3800 West 106'" Street
Indianapolis. Indiana
Dear Mr. Barrett:
We have investigated the notched I-joist condition located in the second floor framing of the above
referenced residence. Our calculations Indicate that the unit stresses at the notch location fall well within
the allowables for the materials used to construct the I-joiSt. Although the manufacturer, Anthony Forest
Products, does not allow the notching of the flanges of their I-joist products, it is our engineering opinion,
that in this case alone. the stresses indicate that the joist will perform adequately under all building code
required loads. Please see the included calculations for reference.
The adjacent L VL, used to temporarily support the floor load at this location, would be much better used If
it Is placed next to the web, tight between the upper and lower flanges. The L VL will have to be ripped to
fll between the flanges. The connection of the L VL to the notched I-Joist can best be accomplished by
staggered (up and down) 318-inch carriage bolls, with washers, at 12-lnches on-oenter. All surfaces,
between the I-joist and L VL, should be glued with a standard constructiOn adhesive,
If there are any further questions, please do not hesitate to contact our office..
Respectfully Submitted,
1;..~
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I~: ~G\STE~~"7( ~
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IIIIIUn\U\\'''.
Tim Moehl, P.E.
Registered Engineer
State of Indiana
Registration No: 870090
12/13/2006 WED 10:00 FAX 317
824 0406 BLS Construction
. '
Inc.
1l!I004/006
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12/13/2006 WED 10: 00
FAX 317 824 0406 BLS Construction, Inc.
1j!J005/006
Till.: C4C VCc-i #<;;.{()f?i.X.E Job #
Dogn" r-1A Dat.: 12:25PM, 10 JUN 06
Description:
Scope:
Sif r 2::. of 2-
Re~' s80000 .-.'.- .. ".- ,- . . ..- -.'- .. ... ..
~\ie,!'~~liJ'R~X&'E'!,J~:;r;,~~~I"''' _ Single Span Beam Analysis ~~:.-:J
Description Cacucei Residence - Notched I-joist Analysis
General Information
'-
~
Center Span
Left Cantilever
Right Cantilever
Uniform Loads
.~ On Center span",
#1
#2
10.25 ft
ft
ft
Moment of Inertia
Elastic Modulus
Beam End Fixity
225.120 in4
1,200 ksl
Pin.Pin
-
On Left Cantilever...
# 1
#2
klft
k!ft
On Right Cantllever...
# I
#2
"
_ ........-t~.n-:.."M
i
I
kffl
klft
~.._ _. .__ - n___. ,_._.,.~. -.... .~.
0.020 kIft
0.040 kin
Query Values
:WWiii.;~,w;mmil:ii.~!;"1$l.~.~,&l: --
Center location
Moment
Shear
Deflection
~ S!!!!,mary r
Moments...
I Max + @Center
Max. @ Center
@ Left Cant
I @ Right Cant
1 Maximum =
.... ~1\E
1.. ~
~
_~...$:~~~~~~.l~~:ID-:<<:;.~
1.875 ft
0.47.-ft
0.20 k
-0.03024 in
Left Cant
0.000 ft
0.00 k-ft
0.00 k
0.00000 in
Right Cant
0000 ft
0.00 k-ft
0.00 k
0.00000 in
---~-I
I
I
0.31 k ,
0.31 k
at 5.14 ft
at 10.25 ft
Shears...
@Left
@Right
Maximum
Deflections...
@ Center
@ Left Cant.
@ Right Canl
0.31 k
0.31 k
0.31 k
Reactions...
@Left
@Right
0,79 k-n
0.00 k-ft
0.00 k-ft
O.OOk-ft
0.79 k-ft
-0.055 in at
0.000 in at
0.000 in al
5.11 ft
0.00 n
0.00<<
,\
i
L____...
....---.
----__....1
Mttx A.it>W\,eVl- t @ IJokk "C- .47ti<-
MC(~ SheA-V' {, II "Z 12. 1"-
[( (,\ ::: , 0 ~f"
6.
12/13/2006 WED 10: 01
FAX 317 824 0406 BLS Construction.
Inc.
Rev: 580000
Utor; KW.(l6()25~&. Ve4 5.00. 1.0ec-2003
(1:)1983-2003 ENERCALC E in.ltl'iI\O SollW3fO
Description
11 7/8 power Joist
General Information
Typ....
#1 Rectangular
#2 Rectangular
#3 Rectangular
Summary
Height
Height
Height
Total Area
X cg Dls1.
Y cg Oist.
10.8281 102
0.0000 in
0.0000 in
\
I
L-------
1O!I006/006
Tltl.: C4C.t-vC-/ UbI !./""vvv .uU'
Dognr: 'eM 0.19: 12:24PM, 10 JUN 06
Oescriptlon :
Scope:
Built-Up Section Properties
1.5000 in
1.5000 in
8.8750 in
Width
Width
Width
2.5000 in
2.5000 in
0.3750 In
Ixx 225.116 in4
Iyy 3.945 in4
Edge Distances from CO...
+X 1.2500 in
-X .1 .2500 In
+V 5.9380 in
_y -5.9380 in
S'H(]...of ~
Xcg
0.0000 in
0.0000 in
0.0000 in
r xx
ryy
S left
S right
Stop
S bottom
Page 'M~
.; 1'J:,,~":e.~~~~'6~
Vcg
5.1680 in
_5.1880 In
0.0000 in
---I
4.5596 In I
3i;~i \~i \1
37.9112 in3