HomeMy WebLinkAboutCalcs from Noffke Lumber
"" ."
t-(..~
..
~
'~~aB- 5-98 THU 8:55 AM NOFFKE LUMBER CO
FAX NO, 4142353061
II-A\X
Nt)"'".~ 1.111.....~i.
(,'d"("i..~ nl ~J(J ~.tJ.Cff)
l-nXII~"Jti<.f)fj I
"1 ! ~~-./JL(j{Y~_,___~~._~~__.___.~____._~.__~___~__
· · "It. ! -1l..o~..d.....:.__~__________~__________~_~
N(I. N IHI"f~,~ 'nUndl"., Ul\'N' 'fiN!' ______...______~_
"'f'un~u~ ~/e:;zE.-L~_C.::/'1.c.c.~_:;.W.P CJ2.~LQQ__iZ ~
A!4(?'?-W/~f=..-W~!i.-{}_.lQ~J:zl1l;.6_S~--d--L.b..D
G.?..~ ~Qg~.~~~-I62I~t?a.ill__L~.~_~Q..~_EW~
-~H.E:i:-,-@ili-I:1!!1SL_cg:~__..'cQ__.E~Ai&:=.__gC()F
_F:~"-\.I~~~____ '[4 :'-:~s;/. ,
..,-------.--~.
---"""""-._-- -'-......
-""-'.,_"- .. ...
\ ~.
'1t. P'I
P.
, 11
'r u
..,
","
~
1~B- 5-98 THU 8:55 AM
NOFFKE LUMBER CO
04/10/07 10:01 FAX 1 612 9~h oniB
FAX NO:
4142353061
p, 2
T" vPli"M. ,~
pA,C!{....r.rNr, 1l'\C'.
@005
rrw PAS LODE
Fastener Tests
FASTENSR PART tf. ~1~3a ~ASteN=R OESCFUPTlON
TYPE OF' FAslt:NER TEST
TOOL 1M 325
STANOING l..n~IC;;HT 1.J.f.r
SAMPLE if RE'SlIt TS
1 UQ
2 384
3 33;;
4 33i
5 m
6 281
7 2i9
~ 2ii
9 351
10 M~
Totp.1 ............"..........J)8f.4
~=--.~,,-=~~?~~,,)
O~/I0/97 Xn:oo FAX l 612 9~~ 0978
ITW PASLODE
Fastener Tests
Date; ~12lU
.3:x '!!
wfthd~
TYPE OF WOOD SPF
P&'NETR1.T10N DEPTH 1...!ll:
SAMPle III't~SUL TS
11 331
12 lt~
13 312
,.. 3gg
15 2M
te ~2l!l5
17 393
1 e 388
19 !U
20 3~
. - :="S'S> 7-'
T7fr5:- I ~ /tte71w F:/.?o I(:-L, 7 e.....
O&:P-.i~ I ,( 91{-1 C,..-
",vlf-I&/I-/ ~ ,-"""'< ;''-'
PACKAGING Ir-C. 1...0 no:::- OJ!...) 77'2:U $$> ~ Otl3 ""'
t ~ 0 1Vt..-lf c:ff2. fOCJf\JvD 5.... ~
\~
Oat':!J1~
TYPE OF FASTENER Tt::ST
F'ASTENER. PART # 09139",4 FASTt;NER DeSCRIPTION
.? 3fS")c .tt 3
TOOL ~
STANDING HEIGHT 'J~~
SAM~Le # REBUl TS
1 a.c1
2 361
3 ill
.d .139
5 ~~
e 223
7 204
8 212
9 235
10 ~~~
Tefal 56e7
Mean 283.35
~lthd.~wr
TYPE OF wooo ~PF
PENETRA'110N Dl;:PTH 1.1~~
SAMPLE" ReSUL Ta
11 202
12 .!i2
13 299
14 m
15 &H
16 _UQ
17 3:79
1a ~a
19 380
20 j01
; '~
~~
FEB- 5-98 THU
8:55 AM
NOFFKE LUMBER CO
FAX NO.
41423530B1
P. 3
....
11111 ;
t:)-1Ml~.
TJ-Sealn'" v~,03 S.,I.I Num~e~ 107201621
TJBEAMC 1111 214/98 3:M:52 PM
PaQe 1 oH Bun<! Cod., 041
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR iHe APPLICATION AND LOADS LISTED
2 Pes of 1.7511 x 9.5" 1.8E Mlcrollam@WS lVL
1-
rnk
I
~
~ J.
1-
J~}
I
9'~..-...\
LOADS:
AnaIY$I$ for BEAM MEMBER Supporting FLOOR - RES. Application. TrlbutalY l.oad Width: l'
Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partifion. and:
TYPE CLASS LIVe DEAD LOCATION AF'PI.ICATION COMMENT
Poin!(lbs,) Floor(1.00) 1153 488 4' 6" Add$ 10
Unlform(plf) Snow (1.15) 270 143 4'6"t09' Adds to
Uniform(plf) Snow (1.15) 270 143 0 to 4' 6" AddS to
SUPPORTS: INPUT B~ARING REACTIONs(fblil,)
WIDTH I..IZNGrH JUSTIFICAtiON L1VEI DEAD/ TOTAL DEIAIL OTHER
1 2)(6 Stud Wan 5.50" 4.25" Left Faoo 1 ('172 (81.15) 1980 I ,2951" Detail A3 1,25" I.Sl,. Rim
2 z,:ts StUd Wall 5.50" 4.25" Right Face 1972 (S'I.15) 1980 /2951 Delail A3 1,25" LSL ~im
. See i JM SPECIFIER'S I BUILD~R'S GUIDES for dErtalr(s): 1\,3.
Product DIagram Is Conceptual.
DESIGN CONTROLS:
MAXIMUM DESIGN ALL.OW. CONTROL
Shear (Ib) 2'194 2360 7:2as Pas$ed(32%)
Moment(fHb) 7529 7529 13541 Passed(56%)
Live Defl.(ln) 0.148 0,278 Pilssed(I.J677)
Total Den.(in) 0,219 0.417 Passed(U456)
- Oenection Criteria: STANDARO{lL:Lt.360, TL:U240).
LOCArlON
L T, end SP<l11 1 under Snow Roof loading
MID SPaJ'll under Snow Roofloadlng
MID Span 1 unc:ter Snow Roof loading
MID Span 1 under Snow Roof loading
ADDITIONAL NOTES:
. IMPORtANTl The analysis presented Is output from software develop~d bYTrus Joist MacMil1a.n(TJM), TJM warrants the si;idng of its
products by this software will be accomplished in a.ccordance with T JM product design criteria and colle lilccepted def;lgn values.
The speCific product applioSltion. input design loads, and atated dimensions have been provided by the software user. ThIs output
h<ls not been revlewl'!/d bye i JM A$$Qciate.
" Not all products are readily available. Cheek with YQur supplier or T JM lechnical representative far produot avallabUity.
. THIS ANAL YatS FOR TRUS JOIST MacMillAN PRODUCTS ONL YI PRODUCT BUBSrlTUnoN VOIDS THis ANALYSIS.
- Allowable Stress Design methodology was used fot Building Code BOCA ahaly.<ing the T JM Dlsll1bution product Us-led above,
- Bracing{Lu): All compression ed'iles (top and bottorn) most be braced at 2' S" oIc unres<l detailed olhelWiee. Proper attachment and
positioning of lateral bracing ill required to achlevQ member Iltabilily.
- Nole: See TJM SPECIFIER'S I BUILOJ::R'S GUIDES tor multiple Ply connection,
OPERATOR NOTES
S' HMD!:R OVE/'{ WINDOW IN
SUNROOM
PROJECT INFORMATION
CLASSIC HOMES BY KuBA
2545 GASI..IGHT COURT
OPERATOR INfORMATION:
NOFFKE LUMBER .
STEVE LlCHTWALD
1525 BOWEN ST.
OSHKOSH, WI 54901
920-235-3080
920-235-2061
Cl>pyrt~hl 0 lSQ7 by Trus Jotst MsoMiI!;,n. ;, Um~.d partnar$~\p. llOlse, Idaho. USA T J.Be~'" '" i. . tr<.Idomarl<. or Tru. Joist MacMdl&~
Mk>rollallltl Is a registered IIsdert\&tk 0/ TrLA. Jol.\ M.oMUIOO,
F~B- 4-98 WED 10: 12 AM
NOFFKE LUMBER CO
FAX NO,
4142353061
(l
P. 2
~-1iw""'~.
2 pcs of 1.75" X 9.6" Mlcrollam@WS LVL 1.8E
TJ..Seam'" 'I!j,Ot S.,lal Number: 707102647
TJeEAMc 1111 10/$/97 3:13,59 PIA
Pelle 1 ot 1 aulld Code: 032
THIS PRODUCT MEI::TS OR E:XCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
13'10"
L
)00
I
i>
_L
[jJ
I
II
conceptual
LOADS:
AnalYlllll for BEAM MEMBER Supporting FLOOR. RES. Application, Tributary Load Width; 2' 8"
Loads(psf): 40 liVe! at 100% duration, 12 Dead. 0 Partition, and;
'TYPE CLASS LIVe DEAD LocATION APF>I...ICAiION COMMENT
Uniform(plf) SI'JQw(1,15) 60 30r Ot013'10" Ad.::\sto
ID!PPORTS: INPUT BEARING REACTIONS(lbe,)
WIDTH LENGTH JUSTIFICATION L.IVE {DEAD {'fOTAL
1 2)(4 plate 3..50" 2,25" Left Face 1163 (51.15) {466 { 1641
2 2x4 pl:.lo 3.50" 2,25" RighI Face 1153 (51 ,15) /4Ba /1 all1
. Sollll TJM SPECIFIER'S I BUILDER'S GUIDE:S for detail(s); A3..
D~-rAIL OTHER
Detail AS 1.25" LSL RIm
Detail AS 1.25" LSL Rim
DESIGN CONTR.OLS:
MAXIMUM DESIGN ALLOW. CONTROL
Sheilr(lb) 11301 1384 7265 Passlld(19%)
Moment(ft-Ib) 5404 5404 13541 Passed(40%)
LIve D'i!ft(ln) 0.291 0,450 Plil~sed(Ll55a)
Total Deft(ln) 0,415 0.Ei76 P<lssed(LI391)
. Deflection Grit~ri<l: STANDARO(LL:L1360, il..:1J2(0).
LOCATION
L T, end Span 1 under Snow Roof loading
MID Span 1 under snow Roof loading
MID Span 1 under Snow Roolloadlng
MIO span 1 under Snow Roolloadlng
ADDlTlONAL NOTES:
-IMPORTANTl The anal)'$ie pre$entel! ill output from soltwarll dollveloped by Trus Joist MacMillan(TJM). T JM warrants U,e sizing of ils
prodLlCl~ by tnis software wUllle aooompllshed In aocordancQ wilh T JM product design oriteria and code accepted design values.
The spollcltlc produot application, Input design loads. and stated dimension III have b'i'en provided by the Iloftwarli! user, . This output
has not been r~lVlewed by a T JM Associale.
. THIS ANAL VBIS FOR TRUS JOIST MacMilLAN PRODUCTS ONI. VI PRODucT sUaSTITUTION VOIDS THIS ANALYSIS,
- Allowable Stress Deel!;!n methodolO!;ly was waet! for 6uilding Code UBC anal~ing ilie TJM DlsltiblJtion product listed aboVe.
- Bracing(LU); All CQmpr"'$f>loll edg"'E1 (top Met bottom) must be braced at 2' a" ole unless'detalled otherwise. Proper attachment and
positioning of lateral bracIng Is required to acllleva rnembl1:r stability.
. Note; See TJM SPECIFIER'S / aUlI...DER'S t:iUlOES for multiple ply connectIon.
OPERATOR NOTES
SE;COND FLOOR DECK OVER SUNKEN SUN ROOM
PROJECT INFORMATION
KUBNPACKER 2
B~4t-.6 f) pc: Jfo 0 -:>e:
,;?tJ .v et.'i(J> H..'- If"rc en
OPE-.R1\IOR lfJjFORIVIA,TION:
NOFFKE LUMBfR '
STEVE L1CHTWALD
1525 BOWEN ST
OSHKOSH, WI 54901
(414) 235-s0ao
(414) 235--3061
Ccp~rillhl 'I> 1997 ~y Tru~ JQI~1 M~QI,.l~I.n. ~ Ilm~.~ po.rin.,..klp. Bol.e. Id.ho, USA. T J.E\~ar'Jl""!II Q Ir~dQr'Jlar1< Qf Tru~ Jc41t ',\$~MI(I~n.
Mlcrclla~ 16 \I r6ll1~\ere~ troId.m~rl\ clTru. Joist M.cM"".h,
F~B- 4-98 WED 10: 13 AM
NOFFKE LUMBER CO
FAX NO:
4142353061
p, 3
t;)~~.
4 Pes of 1,75" x 9.5" Microllam@WS LVL 1.8E
1J,.9..r1I.... v5.01 S~~I~I Number: 707102&47
TJllEAMC 1111 aJ29/97 3:12:34 PM
Pll~e 1 or 1 BuM COde: 032
THIS PRODUCT MEETS OR EXCEEOS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
c-.
[lL
1 I
I
G------13'8"
L
]
@
I
<i>
Conceptual
!,QAps:
Analysis for BEAM MEM13ER SUflporting nOOR - RES. Application. TrIbutary load Width: 13'
loads(pllf); 40 l..i....e 81100% duration, 12 Oead, 0 Partition
SUPPORTS:
1 2)(5 plate
2 2X4 pliltiOl
INPUT BEARING
WIDTH lENGlH
~HiO" 3.75"
3.50" 3.5"
REACTIONS(lbs,)
JUSTIFICATION LIVE / DEAD / TOTAL DETAIL. OTHER
, left Fa.ce 3597 11197 I 4794 1,7$" r J I~ Rim
Right Face 3510/1168/4678 TJlil!> 131ocl<lng P.1I1el
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL.
Shoar(lb) 4563 3928 12635 Paseed(:31%}
Momenl(fl.lb} 15020 16020 2S5S0 P"lllsed(134%)
Live Defl,(in} 0,41~ 0.439 F'assed(U:;SS)
Total Defl.(lo) 0.550 0.658 Passed (l/287)
- Daflee,lIon Criteria: STANDARD(lL:U360. TL:U240}.
1.0CATION
L r. end S~a.n 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
ADDITIONAL NOTES:
. IMPORTANTI The an..IYlOill ~resented Is output from software developed by Trus Joist MacMillan(f JM), T JM warrantll the l1izing of its
products by thie software wlll be accomplished In aocordance with T JM product design criteria and code accepted design valuQ!(l,
The speclfle, produel application, Input design klads, and stated dimenllioml have been provided by the s.oftWar-e user. "his output
has not been reviewed by a T JM Associate.
- THIS ANALYSIS FOR TRUe JOIST MacMILLAN PRODUC"s ONLYI PRODUCT SUI3STl'fUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology wa!il used lor aunclins Coda UBC analyzing the T JM Custom product listed above.
- Braelng(lu): All compreSSion edges (top and bottom) must be braoed at :2' 8" 0/0 unless deta.lled otherwIse. Proper altachrm,nt and
positioning of laleral bracing is required to achieve member stability.
- Note: See T J M SPECIFIER'S I BUIL.DER'S GUIDES for multiple ply e,onnection.
Q,PERA TOR NOTES
'VERIFY SPECIFIERS GUIDE FOR BOLT PATTE:RN
2 ROWS OF 1r.!" 601. T8 @ 1:!" o/c
PROJECT INFORMATION
No Project InfQrmalion llv..llabte
C6~~?7'<? (JP
01/cX;J''"I},'r rCc.c (,,0---
{./+r'ZJe.f,.f(~.o C"P' ~Le>PO
Copyrigl1t 01991 bY rl~$ Jol$t M~~M~lan, a limited partner&lllp, Boise, Idaho, USA. T J,.laeam"'l9 a Iradeffisr\( ofT,us Jo~t M.~MiI1,,,",
TJIIb and MicroRam~ Bra f9g1$t9t\'d lrad~r1Ia~k9 or True Joist MecNllltiln.
OPERATOR INFORMATION:
NOFFKE LUMBER
STEVE J,..ICHTWALO
1525 BOWEN 81
OSHKOSH, WI 54901
11.='" ".: (414) 236-30aO
'/0 <...~-- (414) 235-3061