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NOFFIEF, LUMBER FAX
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1525 BOWEN ST. - OSHKOSH- PHONE 920-235-3080 / FAX 920-235-3061
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FROM : k■75--7 /
NUMBER OF PAGES INCLUDI*; 11115 COVER SI MET :
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JUL -14 -2000 FRI 10:07 AM NOFFKE LUMBER FAX NO, 9202353061 P. 02
OIL // � ` � ^ a� y BEAM OVER FIREPLACE CARRYING PARALLAM BEANM OVER GREAT ROOM
T,r ne.,rn" , v5.45 i;efi.: ;Numbs 7000011752 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL
BEAMUFA 1111 7/14/00 9.20.24 AM
Page 1 r4 1 Uudd Codc: 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
1,1
�
r
LOADS:
Product Diagram Is Conceptual.
Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Load Width: 2'
Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT
Point(Ibs.) Floor(1.00) 3440 1177 2' 6" Adds to LOAD FROM PARALLAM OVER GRT ROOM
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wail 5.50" 4.25" Left Face 1920 / 671 / 2591 Detail A3 1.25" LSL Rim
2 2x6 Stud Wall 5.50" 4.25" Right Face 1920 / 671 / 2591 Detail Al 1.25" LSL Rirn
- Soc Trus Joist SPECIFIER'S / BUILDERS GUIDES for detail(s): A3.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 2554 2450 6318 Passed(39%) Rt. end Span 1 under Floor loading
Moment(ft -lb) 5267 5267 11775 Passed(45%} MID Span 1 under Floor loading
Live Defl.(in) 0.037 0.108 Passed(L1999+) MID Span 1 under Floor loading
Total Defl.(o1) 0.050 0.217 Passed(U999 +) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL: L/480, TL:L/240),
- Bracing(Lu): AN compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and-
positioning of latoral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysispresertted is outputfrom software developed by Trus Joist. Trus Joist warrants the sizing of it products by
this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific
product application, Input design toads, and stated dimensions have been-provided by the software user. This output has not been
reviewed by a Trus Joist Associate.
- Not of products are readily available, Check with your supplier or Trus Joist technical representative for product availability.
- Tin ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above
- Note: See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection.
PROJECT INFORMATION OPERATOR INFORMATION:
4010 PRAIRIE LANE NOFFKE LUMBER INC
SHOWCASE CUSTOM HOMES RUSS HINTZE
OSHKOSH, WI. 54901 1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyright t3 2t by ) Ills Joitt. A Weyerhaeuser Buns. TJ PO"' and TJ- Boarn"+ are trader3rk^.Of Trus Joist.
Micrulhe"5 is o registered traderbark or TNf.,hobt
JUL -14 -2000 FRI 10:08 AM NOFFKE LUMBER FAX NO, 9202353061 P. 03
4 T 9, , Supplemental - Report for
Scab v5.45 Serial Number 7000011/ 112 2 Pcs of 1.75" x 9.5" 1.9E Microllam® LVL
BEAMl1::A 1111 7/t4/00 1'2G.24 AM
rape 1 of 1
N_•,Nlh:t Thri,t,n:,l.ium:
BLAM OVER F1ftENl..ACF. CARRYING PARATd.AM BEAM OVER GREAT ROOM
Pros ct L,rurm_,tion: Otxr &tor 1Afocmackbbl
Info pkAIRJE LANE NOFFKE WMPFk IN(:
s)x,WCAu • C I1GTOM HOMP kli b HINTZE
I )Yt +, WI. 54401 1601 DOWN S4'HFk "f , kpSS HINTZE
O.H;USH, WICCC*J LN 54101
(920) 235 -3000
(92,0) 2951061
1'- 4.00"
M..4. V 13u.tct lun Total (4 2541 2591
1,1va (Lh) 1920 1020
Requlcc•d 003rihq Luugth(i++) 1.74(w) 1.74(W)
M.,x. UPW 1s•n0th(inl 12
Flu "i 1oodino on all members, LDF - 1.00
Snwic(101 2554 - 2554
R. 2591 2591
Momomt tr t ID) 5451
tivo Urfl.(in) 0.037
Toto1 I)rfl.fin) 0.050
t7.,:u1 1610, L11 - 0.
5ho1rt11,) brio -660
Rrnu• t , ue (1 ht 671 671
Mumrnl frt -11.,1 13'13
'_nl)yr it }hl d :000 by 1109 J0S31, A 14.:lootb..bwor )U3ln, ?3O.
Microl)amro 1s ,1 ccglvtaru,l tr, of Ttua Joist.
TJ- P.'u "' .,"d TJ- R,,,m"` arr. traAcmarks. or TLUA 11i6t,
JUL -14 -2000 FRI 10:08 AM NOFFKE LUMBER FAX NO, 9202353061 P. 04
PARALAM BEAM OVER GREAT ROOM}
TJ- Bm
ca^' v5- 45 Number: 700001175/ 7" x $.25" 2.0E Parallamet PSL
BEAMUSA 1111 7/14/00 9:22:55 AM
Page 1 of 1 Budd Cole 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED-
4" 6
Product Diagram Is Conceptual.
LOADS:
Analysis for Beam Member Supporting FLOOR - RES. Application, Tributary Load Width: 12'
Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 Beam 3.50" 2.25" Left Face 3440 / 1177 / 4617 Detail A3 1.25" LSL Rim
2 2x4 Stud Wan 3.50" 3.5" Right Face 3440 / 1177 / 4617 Detail Lt
- See Trus Joist SPECIFIER'S /BUILDER'S GUIDES for detail(s); A3, L1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(Ib) 4510 3933 12518 Passed(31 %) Lt. end Span 1 under Floor loading
Moment(ft-Ib) 15785 15785 24832 Passed(64%)_ MID Span i under Floor loading-
Live Defl (in) 0.470 0.467 Passed(L /357) MID Span 1 under Floor loading
Total Defl.(in) 0.631 0.700 Passed(U266) MID Span 1 under Floor loading
- Deflection Criteria: STANDARD(LL: U360, ILL/240).
- Bracing(Lu): AN compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by
this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific
product application, input design loads, and stated dimensions have been provided by the software user. This output has not been
reviewed by a Trus Joist Associate.
- Not all products are readily available. Check with your suppler or Trus Joist technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY) PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product fisted above.
PROJECT INFORMATION OPERATOR INFORMATION:
40 t0 PRAIRIE LANE NOFFKE LUMBER INC
SHOWCASE CUSTOM HOMES RUSS HINTZE
OSHKOSH, WI. 54901 1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
CnpynOrtt el 7000 by Trus: Josil, A Weyerhaeuser 01.444fteM, TJ•Prr" and - Beam'" are ua,k4131 -1 , of Frus Joist.
Put ',Dame u a reviblered trademark of Tr.. Jura
JUL -14 -2000 FRI 10:08 AM NOFFKE LUMBER FAX NO, 9202353061 P. 05
T/! _'t Supplemental Report for
TJ 0ran 5 :, ' ber 7000011752 7" x 9.25" 2.0E Parailam® PSL
PEAMUSA 1111 7114100 0 22.55 AM
Ps00. 1 of 1
Momhcr (nlgfmm inn:.
(`ARALAM UE:AM 0V1:I1 GREAT R0144
Praicct 1ntormatioL; nrwralor Information:
4010 170461A1P. LAWP NOFFKE LUMOCR TI4
, IHOW.FI: CU ;T(A111041,1E RU:,S NINTZE
OGmo51r, Wt. 54401 1601 BOWEN STREET , RU:0 WTND2f:
051rWOSM, WTSCON9IN 54901
(4 20) 2:,5 -3000
19101 2353061
0.00" ^
M.Ix. Vu:)jC4) Total(lb) 4617 4617
L1ve(1b) 1440 344E7 11 fl .lt(nll Lt•nglh(in) 1.50(9) 1.55)W)
M13. !mhracod ,l r thin) 12
Ploor lu. on All mnmbero, LOF - 1.00
a'n c•.nr l lbt 4510 -4$10
R,r.r.:t lnn111o) 461 4617
wom... tt. (t t -11;1 15785
L(v.: Dell.((n) 0.470
Tm.,l 0P11. Nn) 0.631
0.90
S1t4::,t(IGt 1150 - 1150
W i'rn(lb) 1177 11
Mow..( 111 -lI:r) 4025
•
C.Nyr Ohl 0 2000 by 'I'r Jnilt, A Weyerhai:ust:r
Parallnlh') (. r'C'gf LL :`l''rCl tt.111,m,rk of 'I'trl.• Jn18t.
77•Pro' and TJ- 11',1t�- ACU Lr.Ad Of Tru.g. JG19.C_
JUL -14 -2000 FRI 10:08 AM NOFFKE LUMBER FAX NO, 9202353061 P. 06
eir pvie HEADER OVER WINDOW IN REAR OF GREAT ROOM
TJ.Berm.» '4455 kI ' Ntu mP er:7005011752 3 PCS of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE - PINE -FIR #2
WAMUSA 1111 7114110 9,5310 AM
Faye 1 of t Build Code: 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Product Diagram is Conceptual.
LOADS:
Analysis for Header Member Supporting FLOOR - RES. Application. Tributary Lead Width: 1'
Loads(paf): 40 Live at 100% duration, 12 Dead, 0 Partition, and:
TYPE CLASS LIVE DEAD LOCATION APPLICATION- COMMEN -T
Uniform(pIf) Floor(1.00) 320 96 0 to 6' 3" Adds to POINT LOAD INCLUDING CANTILEVER
Point(Ibs.) Snow(1.15) 581 376 3' 4" Adds to POINT LOAD FROM SHOULDER ABOVE
Point(Ibs.) Snow(1,15) 581 376 5' 11" Adds to POINT LOAD FROM SHOULDER ABOVE
Uniform(pif) Snow(1.15) 450 255 0 to 3' 4" Adds to NORMAL ROOF LOAD
SUPPORTS: INPUT BEARING REACTIONS(Ibs,)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wan 5.50" 5.5" Left Face 2531/1182/3713 Blocking
2 2x6 Stud Wan 5.50" 5.5" Right Face 2381 / 1147 / 3528 Blocking
PESION CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 3369 2261 2234 Passed(101%) Lt. end Span 1 under Snow Roof loading
Mome.nt(ft -lb) 4664 4664 6804 Passed(69%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.041 0.140 Passed(L /999 +) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.060 0.279 Passed(L/999 +) MID Span 1 under Snow Roof loading
- Allowable moment was increased for repetitive member usage.
- Deflection Criteria: STANDARD(LL: 11480, TL:U240).
- Bracing(Lu): An compression edges (top and bottom) must be braced at 13' 7" o/c unless detailed otherwise. Propor attachment and
positioning of lateral bracing is required to achieve member stability.
- The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes, See NDS for applicability
of increase.
- Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not
been considered.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed-by Trus Joist. The specific application, Input design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate
- Solid sawn lumber analysis is in accordance with 1991 NOS methodology and is solely presented for comparison purposes, Program
limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the
analysis nor the performance of solid sawn lumber materials.
- Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
4010 PRAIRIE LANE NOFFKE LUMBER INC
SHOWCASE CUSTOM HOMES RUSS HINTZE
OSHKOSH, WI. 54901 1601 BOWEN STREET, RUSS HINTZE
OSHKOSH, WISCONSIN 54901
(920) 235-3080
(920) 2353061
Copyro 4 m 200 by Trus J'n't, A Weyerrtix;ust'r @u:.inb82, TJ•Pro*" arcs Li-Scion"' are trademarks or Trus Joist.
JUL -14 -2000 FRI 10:09 AM NOFFKE LUMBER FAX NO. 9202353061 P. 07
1/046/ supplemental Report for
. u.scart v5.45 SerlatNmber 7000011752 3 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE - PINE -FIR #2
LIEAMUSA 1111 7/14/00 9 53 20 AM
P:44 ;1yr1
M• n 1 nforiat ion:
IIt:AO3R OVI /.R WINDOW TN 73AR Ok' 7RIAT ROOM
?reject InUJl'Ih.1t10L: Operator Ierorm:itlen.
1010 PRAIRIE LANE NOFFKF. LIIMAER INr'
, 40o4cASP: CUSTOM 1R,M) ?S RtlsS HIN'rzE
Or11KOSlI, WI. 51901 1601 COWEN STREET , Russ HINTZE
OSHKOSH, WISCONSIN 54901
(WI 2:35—)000 -
(420) 2353061
5 7,00••
m..x. iktric.7 7 ctitun T0r31111,1 3 3528
Livr)(101 2i31 2381
Roqul, cJ IworIn0 7, nuth(ln) 1.94(W) 1.01(W)
1011,f0 : - c4 L.•n4tn(1u) 163
Snuw Pour lnuiinr7 on all m.:o0. x, 1.6F n 1 -15
Shr..1.'1101 3320 -3369
Rc•lcrIOn(11,) 3713 3028
M0Noairt -lh) 4601
Livq Uot1.10) 0.041
Tor..t ro:tl.(ln) Chaco
11Dor 10.10141t) WI All mnmbcra, LOP - 1.00
':11r.,r77h) 2063 - 2114
R.iaatlunl!)') 2307 2272
MomontILt -10 2914
L1v., Out 1.(in) 0.014
'Nan( 1 1I(1) 0.030
- 0.90
xh,rar(lh) 1050 - 110
1(ic•LIon(11,) ITA2 3147
Mnrt•011fl "10) 1500
r 'npyr lt)ht 0 7000. by •lilt;, J0151, A- WayrrNaouJo' DusInl:S;t.
TJ -Pr,, .uU1 'I' 470 tr..dom+rk0 07 Trtu Soiat.
JUL -14 -2000 FRI 10:09 AM NOFFKE LUMBER FAX NO, 9202353061 P. 08
W7 WINDOW HEADER OVER MASTER BATHROOM WINDOW
TJ•Arnm^• v5 4; S c i 7000011752 2 PCs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE - PINE -FIR #2
3EAMIMA 1111 %r14A)0 929.20 AM
Page 1 of 1 0rakl CUxh 124
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 8/12
6.- 2' 7 " --
AN dimensions are horizontal. Product Diagram Is ConceptuaL
LOADS:
Analysis for Header Member Supporting SNOW Application. Tributary Load Width' 15'
Loade(psf): 30 Live at 115% duration, 17 Dead
SUPPORTS: INPUT BEARING REACTIONS(Ibs.)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x6 Stud Wall 5.50" 5.5" Left Face 581 / 376 / 957 Blocking
2 2x6 Stud Wall 5.50" 5.5" Right Face 581 / 376 /957 Blocking
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shoar(Ib) 710 46 1489 Passed(3 %) Lt. end Span 1 under Snow Roof loading
Moment(ft.lb) 340 340 3944 Passed(91 /0) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.000 0.096 Passed(U999 +) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.001 0.128 Passed(L1999 +) MID Span 1 under Snow Roof loading
• Deflection Criteria: STANDARD(LL: 0240. TL:L /180).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 43' 9" o/c unless detailed otherwise, Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge,
- Tho allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability
of increase.
- Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not
been considered.
ADDITIONAL NOTES
- IMPORTANT! The analysis presented is output from software developed by Trus Joist. The specific product application, input design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate.
- Solid sawn !umber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program
limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the
analysis nor the pertornlance of solid sawn lumber materials.
- Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above.
PROJECT INFORMATION OPERATOR INFORMATION:
4010 PRAIRIE LANE NOFFKE LUMBER INC
SHOWCASE CUSTOM HOMES RUSS HINTZE
OSHKOSH, WI. 54901 1601 BOWEN STREET , RUSS HINTZE
OSHKOSH, WISCONSIN 84901
(920) 235-3080
(920) 2353061
Gr'pyriuhl C 2000 by True Joist, A Woyerng,;u' er Butiinea;- 7J- Beam 'o is a Ira, ernoix er Trus Jost.
JUL -14 -2000 FRI 10:09 AM NOFFKE LUMBER FAX NO, 9202353061 P, 09
'- Supplemental Report for
AWrolt 'Deem y545 S Nu( , 700001162 2 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE- PINE -FIR #2
01AMUSA 1111 7/14100 9,79 20 AM
Pao. 1 W 1
Myrna,. r lnfnrm±tien:
wJ 41)UW ))I An¢R OVER MAS'r0H OATI)ROOM 1tMPO
('rnirot Inronratinn: operator Information:
4010 PRAM) I,ANI: NOME LUMBER TNt:
)I0Wf.7V. r'U''TOM NOWA ktg :5 IIINTZE
UaIIKC
141, S4 a1 1601 901.:N STREET , RUJSS HINTZ-E
OSill(0 9, WI3CON3)4 5001
(120) 23 5 - 301 1 0
(9201 2.353061
1r 11.00 - .. _^
H... Vort1c31 Rc:.tc.tion Tota1(11.7) 957 557
1.iv. (1h) 581 581
R,r,i r ec=arl nq Lengt.hlin) 1.50(W) 1.50(W)
M, r. thuir.:,•d Lennt)lin) 575
Awn., Root ta:,A)nu on all mmbec.,, LDt' - 1.15
nu:arm) 7 19 - 710
R 457 557
Moment l I t- It,) 340
Llve 0“r1. (tn) 0.000
=Put•,1 Doll. (ln) 0.001
f.l 10 .0, LDI' - 0,50
k(•nctl�m(lbl 77i -7r9
b) 376 1•b
Murn'oi.(11- i
13:#
•
(;vpyrignL 0 '0 by Trus JoI.vr, A Wcy.rrhocuyor Suoino:,k.
TJ -ni.o " is a tradumntk of True Juirt.
•