07-0255 Bldg. A Engineering$y
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S~~J1~F: Provide st ct~aral cale~alations for lateral arad verfiical desiz only.
L~~S AI~1~ ~IA'~'~1~IALS
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mall: 2x6 Steads ~ l6"oc
Floor: t joists at 16"cao
t t/2" ~~~ ~roin
S,Qpsf
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t.Spsf
t .2~sf
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Lead Load = 14,9» 15sf
Snow Lead = ZSsf
ea Load = t sf
ead Load = ~asf
Faze. Load = ZQsf
Live Load = Slasf
o 'ors = Spsf
Floor: Slate oaz Clrae
mind: S ~-1 ~~la,
Seismic: Site ~'Iass -
f9esign category = U
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Soil FroFez-ties ire assza ed valzaes,
Lzanaer: ~? > 4:~ - F
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L - 24 v for si le span
- 4f v for coat, and cantilever.
concrete: f c - 25Q si
debar -- grade 6
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ain F'iate eight 11.E .ails 11.E
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F~oof t. ataie kit. mind Load Length Total Lead
1- roof 14 CD.Q QQ. 1Q.CD 24J1.~3
Upper Q 13Q. 1.f? 1419.4
all 4Q9Q.~
hoof fit, ~FVir~ Lead Length Total Load
-i3 F~oof Ct 1 ~.Q Q.1 4Fs,Q 9Q4.Q
[Upper Q 1 X9.2 46.0 fi4Q3,2
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Ilse ~f" die. by 1 Q'° char halts A,.'s~ with sizagle plates az~d f" die. by 1 ~" Ad's with daule
and 3x plates spaced as shaven an the drams=inks, °s shall avo 7" of o baznezlt rota faatingR shall
e centered in the stud wall, and shall project thraugh the battaz~ plate of the wall and have a
2x2x311 ~ plate washer,
.All wall sheathing shall be lf2" ~I:~~ plywaad, f" 'I'1~-11 siding, ar 7/16" 1DSB with exteriar
expasure glue and sp rated'° 24f0°' ar eft ill free sheathing edges shall e blacked with 2x4
ar 2x6 Ilat blacking except where Hated on the drawings ar belaw.
All nails shall be d ar 1 d ca an (d caxnnxan nails ust e ~d.131 inch diarrzeter, Senca KC27
Flails are equivalents If 1 tad ca xzan nails are called far the dian~zeter must be (1.148 inches, enco
D23 I~Tai1s are equivalent. Dail size d spacing at all sheathing edges shall e as required elaw
ar as in the rawizags. Dail spacings shall be 12°' a,c. far all field nailing except as Hated,
ald dawns are in~zpsan'°Strang `Tie°' and shall be installed per tl~ze aufacture's race endatian.
hquivalent lzald dawns y t7nitd steel I'radcts ~aznpany "I~ t-fag" that have I apraval c
e substituted in place of i peen bald dawns. A11 Haar systems zxzust e blacked salid elaw
e .bar that the held dawn is attached. ta. This black shauld lee equal to ar larger than the member
the held darn is attached to d e placed as a s~squash black".
x.11 dauble d triple studs shall glued and nailed tagether with. 1 d's at 3" a.c. far each layer.
All 4x studs are to e #2 IMF d all 6 studs are to be #t1 l~F when used for bald dawns d shear
walls.
A.l..~~.a t~~rAIaL .C'].1N S@.4JF I.' 31'V \..1 l.. .LD~AO A.L..rA.11..J~ L!\.i 8..t 4~°F. 1t.G Q ~LT~it.
r'~C~~'~'.° T ST I' attaches to (2~ 2x ar 4x studs in wall abave and belaw unless Hated
ate rise. email all, hales with 16d si ere,
~~ ALL, ~'~'
sheathing nailed with 1d's at 6" an cezater all edges.
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T Simpson T is a floor to floor strap that is centered o the rim joist.
The strap attaches to a ini uzn of a double stud in the wall above and
below. Shear wall o daze e ber oldown e er requirerrlents
will usually control zezner sine. Install per i peon's requirements.
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Load:
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~ez~ l~a~ '~ 9853 i
(360) 520-262 Date. B}~.
F'A~ X360) 736-17 ~„
Page ~f
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~'~z~t~alia_ WA 9533
X36) 736-1137 ~at~: ~~,.
~A:~ (36~} ~~?7-893 sheet: Page c~~
Job:
~a~ Iia, 9531
~30~ 520-1262 ~ate.~ Py:
F` X360) ?36W17$ Page of
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(360 7~6-117 date= By:
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~ea~trralia, ETA 9531
F~~~ ~360~ X07-8~9~ St~e~;t: 1'ag~~ ~t
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larduct Diagram i Conceptual.
LC?~:
Analysis is for a Joist Member.
Primargr Load Group -Residential -Living Areas (psf}: 50.0 Live at 100 °l° duration, 30.0 Dead, 2Q,0 Partition
l9PPC?I~TS:
Input Bearing Vertical t2eactions
idth Length (Is}
Livell)eadtilpli otai
1 Stud wal! 5.50°° 4.25" 536 f 536 1 0 1 1 072
2 Timberstrand 3.50" Hanger 531 1531 f 01 1061
LSL ~3eam
lily Depth Nailing Detail
Dther
1 Ply 1 114" x 11 718" 0,8E TJ-
Strand Rim BoardC~3
None
-CAUTION: Required bearing iength(s} exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End
supports, 3 1f2~ .Intermediate supports, 3 1f2~ with web stiffeners and 5 1/4°' without web stiffeners.
-See TJ SPECIFIER"S 18UILDERS GUIDE for detail{s}: A3: Rim Board.H1 ~ Top Mount Manger
I°iANGER~: Simpson #ronq-Tim Connectors
Support oriel Slope Skeet Reverse Toil Flange "Top Flange Support Woad
Flanges ffset Slope Species
2 Top Mount Hanger ITT3511,88 0;12 0 N/A No 0 NIA
-Nailing for Support 2: Face: 2-N10 ,Top 4-N10 ,Member: 2-N10
ESIGIV Cf?f~TROLS:
axiium Design Control Control Location
Shear {lbs} 1022 -1022 1705 Passed (60°f°} Rt. end Span 1 under Floor loading
Vertical Reaction {Ibs} 1022 1022 1505 Passed (68°l0} Searing 2 under Floor loading
Moment (Ft-Lbs) 3919 3919 6180 Passed {63%} MID Span 1 under Floor loading
Live Load Defl {in} {D.203 0.383 Passed {L/9Q8} M1D Span 1 under Floor loading
Total Load Defl {in} 0.405 0.767 Passed {L1454} MID Span 1 under Floor loading
TJPro 45 30 Passed Span 1
-Deflection Criteria: STANDARD(LL:L1480,TL:L1240}.
-Deflection analysis is based on composite action with single layer of 19f32" Panels (20" Span Ratings GLUED & NAILED wood decking.
-Braoing(Lu}~ Al! compression edges (top and bottom) must be braced at 4' 2" o1c unless detailed otherwise. Draper attachment and positioning of
lateral bracing is required to achieve member stability.
RI2daJE711dQ ATio
Harold Hahnenkratt
Precise Engineering Inc.
11311 Mellen Street
Centralia, VVA 9$531
Phone : {364} 736-1137
Fax :{360)807-0108
preciseengineering~a comcast.net
Cc~pyrigY,t ~ ~t?QS by Trus Joist, a Weyerhaeuser Business
T3Z~. TJ-Beamu and TimberSirand~ are regisL?s_ed trademarks of Tres Joist.
e-3 Jeist°', Pro" and TJ-Pre"" ar? trademar. ks o£ Trus Joist.
Simpson Strong-Tietz Connec GOrs is a registered tr.aderuark of Simpson strong-Tze Company, T.nc,
n ~Ychaeurer Idusaracss
TJ-~e~m~76.20 SerEal Number 7R0412Q98B
9Jser:2 7/24,`200681:1~:^APA
Upper Haar
°~ 7 7l$°° ~e~1QR 364 16" +~~~
Page 2 Engine Versiorc 6.20.16 t 1 ~7!
1 1 T
Copyright ~ 2®OS by Trus 3oist: a Weyerhaeuser Business
TJZC~', TJ-Beazr'~ and TimherStrand~~ are registered trademarks of Trus Joist.
e-S Joist", Pro'ms' and TJ-Pro" are trademarks of Trus Joist.
Simpsor. Strong-Tie~~ Connecters is a registered trademark of Simr,son Strong-Tie Company, Znc.