HomeMy WebLinkAbout04100152 Correspondence
Sep 15 05 11:53a
Dav@ Pritchett
317-845-2918
l1~1~~
SepteOlberl5,20OS
AdaOl Schriner
City of Carmel
One Civic Square
Carmel, IN 46032
Fax: 571-2499
RE: Lot 9 Brighton Woods - Ray Roehling
Code # 04100152
AdaOl:
To clarity my previous letter, the repair that has already been performed on the
11-7/8" TJI@230seriesjoistbythe builder at the above referenced project is
acceptable and no further action is necessary.
I aOl attaching our engineers sealed letter and the subsequent repair report form he
references in his letter. I apologize for the delay in delivering the engineers sealed
letter. This delay was strictly caused by our internal scheduling of our engineers
time devoted to this situation. Please do not place any blaOle on Ray Roehling or
Phil Sutter at Edward Hines Lumber. Trus Joist takes full responsibility for the
situation.
I hope this clarifies the situation and if there are any questions, please contact Ole at
370-5174.
Dave Pritchett
Trus Joist Technical Representative
cc: Phil Sntter- Edward Hines LUOlber Co. - Fax: 896-9583
Grear lotes Retion'" 83?S Harrison Parkwoy..... fishen. Indiana 46038 .A.l'tlooe 317.8"5.0912'" Fcrx 317.8H.291&
p. I
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Sep 15 05 11:53a
Dave Pritchett
317-845-2S18
4:l~~ __
September 14.2005
DavePritcl:Jett
Tms Joist
8395 Hamson Parlcway
Fishers. IN 46038
S~cct: Rq Roehling BuiIdeD. Lot 9 Brigblon Woods., Carmel. IN.
(City of cHnnp.1 ReL #04100152)
Dear Dave:
Attached is a Trus JoistjQist damage field report that bas been prepared for the above referenced
project. based on design iDfoImation you provided. .
The professicmal "'1g/neer's slmDp 011 this letter verifies that the repair pl('senre<I coufonns to
accepted ....gin-n,g practices and uses code accepted product design values. The )) 7/8" Tn@
230 joist. with repaired c:ut flange as shown. bas adequate SIIUduIal capacity for the design
conditions indicated. Although I bave not pezsonaIly teViewed the project plans or visited the
jobsite, we guarantee that om product. as shown 011 the altached repair. bas been POIginP.P.l'ed. 1n
support the design loads specified in accordaDce with Tms Joist criteria.
All notes, figures and design iufomlaIiOll shown OIl this Iep3ir should be teViewed with the
building designer mdlcr the local code official to ensure that the loads, spans. deflections and
other conditions are cm:rec;t and/or acceptable for the specific applicalion. ~~ im~....
and owners should idClllify the -rnGi> 230'" and "Silent FJoorQi)" m,mrn,gs OIl Tros Joist products
to confirm that this letter is valid for the product actually insIaIled. Please feel free to 00II1act me
if there an: any questions reganIing this repair.
Sincerely,
~~
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Sel" 15 05 11:53a
Dave Pritchett
317-845-2S18
1".3
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6REAT LAKES REGrON
6460 BUSCH Bl.VD.-Surre 200
PH. (614) 781-5840
FAX (614) 431-3377
TJIe JOIST DAJAA6E fIEU) REPORT
and GREAT LAKES IlE6ION OFFU:E ASSESSMENT
JOB NAME: rzAl./ r.o~/.JLI~6- 6tJ1'-t:>B!'-
DA TE: q, \ 4- .Of;
TRUS JOIST FIEU>
TECHNICAL REPRESENTATIVE:
vAJ(" (/rdRIl,DT
PHONE: 311" . fo.f ') . 0 <t7"Z-
JOB ADDRESS: WT q f!lzlcrHTON WCOtJS
CA fl.M l:'"L. I W
fIEU) INFORMATION PROvrDED BY:
NAME: VAl"!: P(l..,")c.fhn.,-
COMPANY: To(
PHONE: :Sit ,eo.f~- 0'171.-
FAX: '317 ,If</--:> ' e-q, (J'
FIELD CONDITIONS:
SPANS. LOADS ANI) BEARING CONDrTIONS NOTED
FLAN6EIWEB DAMAGE LOCATED AND DIMEN5IONEll
fi TJI./(Pro....) 230 @~ .o.c. ~PSFLL (0 PSFDL
I JOISTS IN A SERIES OF 5E11~\.... SHARE THIS PROBLEM
./
_ A..OOR
SNOW ROOf'
R-ArJ<XC W,.- 2.~3"
INDICAlC JO!ST ACCESSIBIlITY
It>IMENSIONS TO PIPES/WIllESIDUCTS)
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ADDI';S:v.L INFORMATION:
12-~O"
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eA. SiDE.
00 NOT WRITE aa.ow 'THESE UNES DO NOT WRITE saow THESE UNE5 DO NOT WRITE BB.OW TN5SE LJNES
TRUS JOIST GREAT LAKES SERVICE OFFICE ASSOCIATE:
OFFICE ASSOCIATE TITLE:
M,r& Pb"AIClS
ieGI~ E""C>ltorz~
SERVICE OFFICE ASSESSMENT:
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