HomeMy WebLinkAboutEngineer ReportGmail -pole barn on Chair Bar Road, Silt. CO
GmaH
pole barn on Chair Bar Road, Silt. CO
2 messages
ken brotsky <kbrotsky@yahoo.com>
Reply-To: ken brotsky <kbrotsky@yahoo.com>
To: "mjdailey@gmail.com" <mjdailey@gmail.com>
Page 1 of 1
Mike Dailey <mjdailey@gmail.com>
Tue, May 24, 2016at12:20 PM
This is to advise that the pole barn which I designed for Mike Dailey and plans which I
prepared, dated May 17, 2016, is adequate for a wind load of 90 MPH. Kenneth J.
Brotsky, PE
Mike Dailey <mjdailey@gmail.com>
To: ken brotsky <kbrotsky@yahoo.com>
Got it!
Thank you.
(Quoted text hidden)
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Tue, May 24, 2016 at 12 :49 PM
https :/Imai l.google.com/mail/u/0/?ui:::o2&ik=f8d2048a44&view=pt&searc h=inbox&th= 154 ... 512412016
TRANTSARN I 1~~:~:
0
tional -R47081514 25
Oty Ply
8 010 s Mar 30 2016 Milek lndustnes, Inc. Fri Apr 15 14.32 37 2016 Page 1
10 50q?ccEV8191UzN_ILWl9zzRBHM-40V_SOJ?_BkaRq/ZTb0tnv01c4Nllo30mPFOgJzORme
17-8-12 ---.... 24-0-0 ----~~ 5-8-12 6-3-4 2.0-0
54 =
0
Ar&::
t-------8-~2'-'3'---------+-------15-9-13 .:-:====--8-l-3 -==== 7-7·11
TCDL 100 LumberOOL 1 .00 043
OEFL.
Vert( LL)
Vert(TL)
Horz(TL)
~g~ING (ps~o o[ SPACIN_G· 2 --0.0 IT02:-T
(Roof Snow--40.0) Plate Gnp COL 1 00 u
BCLL 0· o • Rep Strest1 Iner YES o 69
BCDL 10·0 Code IRC20091TPl2007 _i Matnx-AS ---
in (loc)
·O 18 H·J
-0 28 H-J
006 F
Scale= I 46 7
24-0.0 --l 8-,Z-3
Vden IJd PLATES GRIP
>999 360 MT20 169/123
>999 180
n/a n/a
Weight.1151b FT ,. 20% ---
LUMBER·
TOP CHORD
BOT CHORD
WEBS
2x6 OF 2100F 1 BE
2x4 SPF 2100F 1.BE
2x4WWStud
BRACING·
TOP CHORD
BOT CHORD
Slructural wood sheathing d recUy applied
Rigid c:e1 ·ng directly applied
REACTIONS. (lb/size) 8 "170310.5-8 F •1703/D·5-B
Max Horz ~200(LC 10)
Max Uplift B ... 218(LC 16}, F"'·218(LC 16)
Max Grav B•1717(LC 2), F=1717(LC 3)
FORCES. (lb) • Max Comp./Max Ten . -All forces 250 (lb) or less except when s hown
TOP CHORD B-C=-25791296. C·D=-2262/306, D·E=-22621306 . E·F•-25791296
BOT CHORD B-J ... 238/2196, H·J=·64/l483 F-H =-15912196
WEBS C·J=-6471209, O.J:..117/894 O.H=-1181894 , E~71210
NOTES-
1) Wind ASCE 7 -05. 90mph, TCDL=S Opsf; BCDL=S Opst h~251t. 8=4511 , L-"2811, eave=4ft, Cat II, Exp C. open, MWFRS (alt he1 ht.5)
Lumber OOL•1 33pl<lle gripOOL:z1 ,33
2) TCLL· ASCE 7·05, Pf=40 0 psi (flat roof snow). Calegory It; Exp C. Fu!fy Exp . Ct= 1
3) Unbalanced snow loads have been considered for lhis design.
4) This truss has been designed for greater of min roof ~ve load or 16 O psi or 2 00 !Imes flat roof load of 40 o psf on overhangs
non-coocurrent with other live loads.
5) This truss has been designed for a 10 o psf bottom chord live load nonconcurrent with any other rive loads .
6) • This truss has been designed for a five load of 20 Opsf on lhe bottom chord in au areas where a rectangle 3.0·0 ta ~ by 2-0-0 wide
win fit between the bottom chord and any other members with BCDL • 10 Opsf.
7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb up:ift at Jol nt(s) except (it=lb)
B=218,F=218
~) This truss design requires !hat a minimum of 7 /16" structural wood sheathing be applied directly to the top chord and }S • gypsum
sheetrocll be applied directly to the bottom chord
A WARHWG . Vtrfly design pt,_.,.•"" READ NOTES ON THIS ANO INCLIJDED Mrf!/( REFERANCE P.tGE M#-1411 ..... lll/1112015 BEFORE USE.
Oe<lgn valid lot use only with Mlle~ c:o nn1tc lon. lhis doslgn is based only upon paramelers 1hown and Is tot en indlvlduel bu;lc:l1ng c:o mponen l
Appllcebillty of design pcromaten and P'Ol)ef lnc:OfPC)retlon or c:omponenl h responslbllty ol bulding de1lgner -nol lnm d esigner Btocing sh own
blot lal0<el wpporl ol lndM<!_uel web memt>en only Addlllonal lemporay btaclng lo Insure slebllly dll<lng c:a nslnlc;llon b "'4!t ntsponslbllllly of lhe
ateGlct, Add;f;ona1 petmcnent broc:mo ol lhe overell slruc:lure h lhe respon>iblHly al tho b<.lildlng designer Fot general guldenc:o mgarding
lab1c:allon. quelly conlrol. slorage. delivery erec:1;on end bracing. con>Jll ANSl/IPll Quality CrKerla. DSl ·lf and ICSI luldlng C:omponenl
Safely lnlonnaflon available &om !ru n Plcle insUlufe 781 N lee Sbeol Sutle 312, Alexcndrlc. VA mt 4.
April 15,2016
1m Grnnl>ack lane
a ... 1.1os
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