HomeMy WebLinkAbout05050220-MiscTo: From:
P~Bi:
Re: D~n~uous Sill Plate Detail
Urgent X For Your Usa
for load
plate n~o~.
I have designed the new
free to =ontaot me.
any queattons or ~mmenls please fee4
Chris Channell
01:47p 1317784~074 p.1
Date:~
Message:
Jun 28 05 01;47p 13177848074 p.2
Keviu D. Bell, P.
4~13 Rottgrdan
Phone (3~7) ~90-0524
Fa~ (317) 290-0524
IN 46228
RE:
~2~O01q
D~ar St~v¢
L3'-O~ ~o~ ~m
IRC&IBC,
CakulaQom v, crc compleO~l for Ih~ floor sy.~e~t utilizi~ the abo~ criteria. Tie ~ollowi~g is a listiag of
tim results for ~ach rJ~Tl~nt.:"""
Riot (lb~ 1740
M (R. lb,)
6:5%
86%
92%
75% .
28 05 01:48p 13177848074 p.4
Kevin D. Beil, P.E.
Structura! Engineering Consultants
4513 Rotterdam Dr. Indianapolis, IN 46228
Phoue (317) 290-0~24
Fax (31~) 290-0524
rial · lady. trial
Investigations · Buildm~ Inspeciion
23, 2005
Mr. Steve Frigou
Midwest General Contractors. lac.
5508 Elmwood Aveuue
Indianapolis. IN 46203
Truss Repair Inv~tigation
12671 C~rromar Coua
Indianapolis. IN
#250011
Dent Steve:
dsual
adequaoy
lnd recorc, n~u~{io~:
resulting fire created thc
various states of condition. The
, near the ridgeliae. The gable end
partially
member repiac~mmm In addition, th~ elex~tical surge ~
with, out fir~. somo' of thc upper'"' m~ of a ~v of ~ ~ I,
the t~uss~s, our findings ~d rucon~end~ ~ai~. R~r ~ ~ a~ch~ .
infor~natiou.
of
'l'r~ss I. North Gable Truss: ,This standard gable Wass s~ ~grox~dy 44' ~
west direction and ~ p~ly burn~ in ~e ~cr. It ~ ~nstm~ ~ 2x4 ~o~
vertical 2x~'s at { 6" o,c for ~e bal~ of~e member~.
Truss 2 - Four Common Trusses: Tlus ~landard gable u'uss was a two-part field spliced
truss that spanned appro,',~nat¢ly 44' in the east-west cti.~ection. The lower po~ton was
appro..x,~.mtdy I 0' ia height and it supported an upper triangular piece that piggy-backed on top to
complete thc overall triangular gable con. figuration. The rite damage wa~ concentrated maillly in
the top portion of thc tresses near the ridg¢line, Rcfereuce the attached sketch SK4 for addit/,onal
notes and in£ormation.
See the attacb~ sketches indicatit~g the u'uss configurations and additioaal information The vepair~ tress
desigtxs were ch~ckcd based on the following assm'~ptioas and criteria:
Load~lg:
Tress spacing:
New franiirkg members:
New gusset 01ares
N~iI:
Glue:
Latcml bracing:
C~es:
20 osf Live Load: 10 psfDead Load (top & bottom chords).
24" O,c,
2x4~ SPF Stud grade, D~ or Southern Pm ~t2. dry,
(2) I/2" OSB. nail-glued: o~e per side, ~mn.hnum.
(6) 8d ring shank per member per side, minimum.
(2) 1/4" longRudinal beads: standard grade construction adhesive, mum.
Contimtal by mol sheatlung and dryw~ ceiling.
m~media~ely if ax~y member or connection plate not
auached sketches is found to be damaged, burned or
smoke.
Tru.~$1 - North Gable Trms: The tnpa'rs for th/s standard gable tress is to basically remove
and ~?lace the centrally lmated fire da~ttaged 2x4 wRh new Sq/P 82 verticals. Provide plywood
gussets ~t e:ac,h, end m~d glee-nail in place. The n~v verticals shall also bo fa?n_? to th~ ~ble
2x4 "L~Shap~d' horizontal strongback brace that is located appron~aately 6 above the bottom
chord.
Truss 2 - I;~ur Common Trus.ves: See the attached sketches for m~ml:~ si~s, types atld
additional infommtJon
M~,w,.qlct~'ou,~' 't>m:~'e,¥: AS indicated a few tresses have damag~xl/splintered top ~
flora the et~tric~ su~ Th~sc ~ages app~ to be sca~e~ m l~on ~ ~e no.em ~ of
the ~sidencc ~md isolated m just siagle members of ~ch tress ia~lv~. ~ r~md~ repot
~s to locally ~inform the dmnag~ merest m~ a n~ SYP ~2 pi~e ~at ext~ds to ~ n~est
m SS pm)el po nt at each ma~ Or 24" On ~cb side of~e ~lag~ a~. ~e ~ m~r~m~t
shall be glue-nailed with (2) 16d rog sh~ n~ls ~ 8" o.c.
:ineering Consultants
4513 ]Rotterdam Dr. Phone (317) 290-0~24
Indianapolis, IN 46228 Fax (317) 290-0524
Fax Transmittal
TO: MIDWEST GENERAL CONTRACTORS DATE
ATTN: MrS~eve Fri~ on _ PROJECT:
RE: Horvach Residence PHONE:
Structu_ral Truss Repairs _ _ . FAX:
May 24, 2005
#24001L
281-9438
:317~ 784-8074
FROM:
Kevin Beil
Number of pages including cover sheet: $
Me,¥sage:
Steve,
Please fo~d attactaud thc structur~) repairs on for the above referenced project,
If you have anyadditiom'tl questiot~s please feel f~ee to contact our office. Thamk You.
Sincerely
Kevin D, Boil. P.E.
cc:
~25--05 WED 02:26 PM KE¥IN B. BEIL S.£.C. ~17 2988524 P. 04
Consultants
TRUSS 2
COMMON GABLE TRUSS
OOF TRUSS IN¥1~STIGATION
ll~S?l CERROMAR ~UIgT
INDIANAPOLIS, '
lob/~o. 2200~i
SK-I
Trm'~Bro¢'mg; All new brac~g, or c~istiog diago~I br~ ~1~ during
~nstmc~on shall ~reattad~ to ~e ff~' ~ ~ on ~ pl~ or wi~ (2) 1~ ~ls
minmmm.
In, cl~si~kg, ~[ ~xas determined that the li~ed trusse~, as repaired per the above ligt~xl assumptiotts alld
criteria, mcct thc design requllclll¢~lt$ per tile applicable building and wood design codes~
We appreciate thc opportunity of worki~ with you on this project Please note that our investigation of
this sO~mmrc }}'as limitccl strictl.~;to those imm idm)tified in thr oPe~lg paragraph~ of this report and to
the cxten! noted. Should other deficiencies exist (structural or non-struCtUral) they are beyond the sco[~ of
riffs invcstigatiol~,.
Should you h~,ve al~y other que~tioas, or wish to discuss any nmtter in this report, please do not hesitato to
contact Our
BeiL P,E.
Sketches (SK-I)
cc: Fil~
[,-M(~C-R,I')OC
~ring Consultants
Phone (317) 290-0524
Fax (31'/) 290-0~24
Fax Transmittal
TO:
MIDWEST GENERAL CONTRACTORS
DATE
PRO~ECT: #24001L
Structural Truss R_ep~urs _ FAX:
FROM: Kevin Beil _
beet:
S~ew,
Please fred ~t~a~hezl ~e revised structural ~epairs o~ Sl~tches SK2-3 for th~ abov~ ~q:renced proj~:cL
lfyouhave any additiom~ questio~ pleas~ feel fre~ to contact our office. Tl~ak You,
Sincerely
Kevia D. ~eil, P,E.
cc: Fil~
L-MIIC.I"2,DOC
TRUSS 4
GABLE TRUSS (norLh)
ROOF TRUSS INVESTIGATION
1~671 CERRO~AP, COURT
INDIANAPOLIS, IN
Scale: ~s ~
~K-3
TRUSS 3
1ST COMMON GABLE
ROOF TRUSS INVESTIGATIOI~
IE671 CERROMAR COURT
INDIANAPOLIS. IN
SK-2
.E.
Cons
(north
IN
IN
~1 WITH
lsd NAILS AT 8" O.C.
TYPICAL RT ~LL
PLATE
STUD WILL, TTPICRL
~ILL PLATE
Iq-RTE SECTION
BREAK IN SILL PLATE
PLATE
AND EXTERIOR FACE OF SILL
DETRIL
PRE-FRBRICRTED WRLL PRNFL CONSTRUCTION
j2X STUD WRLL, TYPICRL
PLRTE. WRLL SHERTHING
EDGE NOT TO OCCUR
RT THIS POINT.
SILL PLRTE
STEEL PLAT~ W/ ~ 1Od
NAILS E~CH END OF PLRTE
(TOTRL B NRILS) RT ERCH
B~ERK IN SILL PLRTE SECTIOK
PLRTE TO BE INSTRLLED ON INTEEIOE
PAD £XTE~IOE FRCE O~ SILL PLRT~.
NRIL HOLES TO BE PEE-DEILLED.
(SIMPSON CS1B COILED STRRP CUT TO
LENGTH IS RCCEPTR~LE),
PLRTE SECTION
DISCONTINUOUS SILL PLRTE DETRIL
314. '=10'-
CONVENTIONRL
I~I::::I~ING CONSTRUCTION
INC
COLUMB
US, OHIO 43219 ~oc~r~o~///~/~. ~'
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wid: ~ko,t on bodl sicl~ for
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