HomeMy WebLinkAbout2802 BARNSTORMER ST - 05 - SPECIAL INSPECTIONS - 7/15/2021,Job T russ TI1Is s Type Qty Ply Ha1tford H ornes
20' Farmhouse TH -F09 Floor 8 1 Job Reference (optional) J:lnnr ~
UFP Lafayette, LLC. Lafayette, CO 80026, llser
HARTFORD HOMES INC - M ONTAGE
2802 BARNSTORMER ST UNIT S
Run: BA 3 S Jan 4 Z021 Pnnl 8.430 S Jan 4 ~021 M1Tek Industries. Inc. Thu Apr Oll 12:13:'12 Page 1
FT COLLIN S, CO.
J21-001696
1-3-0 ,._,,
5x6
22
1.5x4
5x6
4X5
3 4 5 6
21 20 19 18
SCAB A 6' LONG 2X4 TO 1 SIDE CENTERED /2
ON CUT AS SHOWN. APPL Y SLJBFL OOR
AOHESJVE ND NAIL W/ 3" LONG 10d NAIL S
SPACED AT 2" O .C.
ID:OL3HKqRLY?4Hn20dak0rcjzPWzq-g4xrn 2IxN1_Pcyc1fi3t_mONPPMDnnMMotJS cbSz5oLD
,1~2 "&t-fµ~l)l/fa-'l/=-5 ~,r1d 7-lf-2J
v• # -
8-A/b/o.JJ '5
l --1/2" DEE P C\Jl ON EDGE OF TOP
CHORD 1
3X6 \\ 5X6
JX6 Ff'
7 \ 8 9 10 1 1 ~ ~~~ ~-;\~_i,:
17 1 6 15 14
5x6
4x5 l.5x4
0-6-19-4-0 19-8,.0
0-4-0 0-6-0 18-10-0
s,~ale = 1.38.9
Plate Offsets (X, Y): (1:0-3-0,Edge], [1 2:0-3-0 ,E<lge]. [23:Edge,0-0-12)
Loading (psf) Spacing 2-0-0 CS! DEFL in (Ice) 1/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.8J Vert(LL ) -0.32 18-19 >712 480 MT2D 1971144
TCDL 10.0 Lurnber DOL ·1.00 BC 0.90 V e rt(C T) ·0.44 18-19 >514 240
BCLL 0.0 Rep Stress Iner YES \NB 0.38 Horz(CT) -0.07 ·12 n/a n/a
BCDI.. 5.0 Code IRC20181TP l2014 Matri K-R Weight: 701b FT = 10%F, 10%E
LUMBER
TOP CHORD
BOT CHORD
WEBS
2x4 SPF No.2(flat)
2x4 SPF No.2(flat) 'Except' B2.2x4 SPF 16SOF 1.5E(flat)
2x4 SPF Nc1.2(flat)
BRACING
TOP CHORD Structural wood she~thinu directly appl ied or 2-2-0 oc purlln s.
e Kcept end verti~l s.
BOT CHORD Rigid ceiling d irectly appl ied or 2 .. 2.0 oc bracing .
REACTIONS (lb/size) 1,"1029/0-5-0, (min. 0-1-8), 12=102910-3-8, (min. 0 -HI)
FOR CES (l b) -Max. C o111p./Max. Ten. -All forces 250 (lb) <>f less exc:ept when shown.
TOP CHORD 1-2~1023/0, 2 .. 3=-1019/0. 3-4=•2556/0, 4-5=-3535i0. 5-6=--3933/0. 6·•7 =-3933/0, 7-8~3527/0 , B-9=-2558/0,
9-10 =-255B/O, 10-11 ~1 0 18/0, 11-·12 =-1 023/0
BOT CHORD 21-22=0/'19 15, 20-21=0/1915, 19-20=0/3178, 1 8-19=0/384B, 17-·18=0/3933, 16-17=0/39:l3. 15-·16=013170, 14-1 5=0/'1917
WEBS 1-22=0/1353. 3-22=-124610, 3-20=0/893, 4-20~064/0, 4 -19=01496, 5-19=-436/0, 5-18~2211507 , 12•14=0/1352,
10-1 4=-1250/0. 10-15=0/B92, 8-15=-850/0. 8-1 6=0/573, 7-1 6=-743/0
NOTES
'I ) Unbalanced ffoorlive loads have bee n considered for th is design.
2) All plates are 3x4 MT20 unless otherwise ind icated.
3) This truss is designed in accordance with the 2018 International Residential Code sections R502.11 .1 and R802.10.2 An d referenced standard ANSI/TPI 1.
4) Recommend 2x6 strong backs, 011 edge, spaced at 10-00-00 oc and f astened to each truss witi1 3-1 0d (0 .131" X 3") nails. Strangbacks to be attached to walls at tl1eir oute r
onds or restrained by otl1er means.
5 ) Gap betwe~n insid e of to p chord bea1ing and fi l'st diagonal or vertical w eb sh all not exceed 0.500in.
LOAD CASE(SJ Sta ndard
07/13/2021