HomeMy WebLinkAboutPermit Construction Specification 2007-10-25
c3
6t-/ \~~
K & A Engineering, Inc.
_) u 6, 3327 Ro.anoke Ave., Eugene, OR 97408
7'-' . (541) 684:9399 Voice
~. . Uf/1llb1t1 (541) 684-9358 FAX
". r;.
l?nginl?ering
October 25, 2007
Project: 6.06
Hayden Enterprises, Inc.
2464 SW Glacier Place, Suite 110
Redmond, OR 97756
Subject: Supplemental Engineering Calculations
Portal Frame Analysis
The Jefferson
Description
Pages
1-7
Portal Frame - PF1
Enclosed are the calculations for the analysis for lateral bracing design of the garage portal frame for the sUbject
residential structure.
The site-built frame is 9'-4" tall from sill plate to double top plate. The attached calculations demonstrate the
frame is adequate, as constructed.
Thank you for the opportunity to be of service. Please call us if you have any questions.
Sincerely,
CL-&- ~V
Chuck Du Fault, En.
K & A Engineering, Inc.
EXPIRES I~ ll'i
Portal Details - PF1
The Jefferson
Portal Frame - PF1
Details
20' x 20.833' Garage
16' Opening
6x22.5 Left PF Panel
6x33,5 Right PF Panel
3.125" x 10.5" Glulam Header
Loads
Wind = 2.61 k
EO = 0,33 k
"'DL Roof = 0,045 klft
"'SLROOf = 0.075 k/ft
Results
Max Tensile Force = 4,03 k
Max Compressive Force = 4.53 k
Base Shear = 0.58 k/ft
Use Simpson HTT22 Holdown
Simpson SS1B24 Anchor Bolt
7/16 APA Rated Sheathing
8d @ 2" o.c. Edge Nailing
Client: Hayden Homes
Project: 6,06
K & A Engineering, Inc. '
10/25/2007
Client: Hayden Homes
Project: 6.06
K & A Engineering, Inc.
10/25/2007
lix
2.61k.
-,027k/ft
~ ~!UlJilltl^W^~UtW0jdJJ~JJJUJ+tjJLI ~3
-
=
i '5
, J6
-I
~I
~I
ID
c
if
oc
:.,
'.'
ta. 5.29
",~-"
... '.24
... '"
^
" $iii)
--.f/
0.89
-1.61
Loads: lC 6, O.6(D)+W
Results for LC 6, O.6(D)+W '
Reaction units are k and k-fl
K & A Engineering. Inc.
CCD
165.07
Garage Portal Frame
I
I Oct 25, 2007 at 12:20 PM
16.06 - Garage Portal Frame - 9'-4" Tall.r2d
C;ompany :
Designer :
Job Number:
K & A Engineering, Inc.
CCD
165.07
Garage Portal Frame
Oct 25, 2007
12:21 PM
Checked By:_
Joint Coordinates and Temoeratures
1 1
1,-2
1 3
1'.4.';.
1 5
1;~~:6-:~;;
Label
N1
,.", ,,'c',' ,",_. ., N2....
N3
. ,F;: ..,_./ ~ :,~:-;;":;'0~,;'i..'\' N4,~t~-
N5
,~~~_" ~,.u:
".',.i!,,:~ '".:' >"
Xjftl
o
:,'0','..
18
. ::',."i.18 '\) :\:!
o
""",::~~',1
Yrftl
o
9333"
9.333
/:"" ~''"~. 0",. ... ',:,,;
8
.,'
" .....,; i.
'", __,' ."-i
Temo (FJ
o
O.
o
"'0
o
1
,:'I
1
~ (~'-':-:.~ - .
2~'1
~;;~~CE~:..
Member D;stributed Loads fBLC 3 : Roof DLJ
1 1 I
, Mp.mhp.r Label
Beam
Direction Start Mannituderk/ftd __End Maanitllderk/ft.d Start Locationrft%l '. Fnd 1 nr:atinnrft %1
Y I . -.045 I -045 0 0
Member D;stributed Loads fBLC 4 : Roof SLJ
I 1 I
Member Label
Beam
l1in~r:fiDn Start M::!onituderk/ftdFnd Maanitudf'!rk/ff.d Start Locationrft%l -Fnd I o(".;:!tinnfft %1
Y I -.075 r '075 0 0
Joint Loads and Enforced Diso/acements fBLC 5 : Wind)
1 1
Joint L::'lbel
N2
LDM
L
Direction
X
MaonittJderk k-ft inr.::ld k*~^?/ftl
2.61
Joint Loads and Enforced DisDlacements fBLC 6 : EarthauakeJ
L 1
Joint Label
N2
LDM
L
Direction
X
Maanifuderk k-ft in rad k*s^2/ftl'
.33
Bas;c Load Cases
BLC Descriotion Cateporv
1 Floor DL DL
3 Roof DL DL
5 Wind WL
X Gravitv
Y Gravitv
.Joint
Point
Distrihutp.d
1
Load Comb;nat;ons
npO::l"':ril"\tinn SoL PDel
I 1.1., ". I? .......JYesl
I :,f;:i2 ,,:"'; 'i:::;-:ill'::D+ bi';~~~i~" IVes
1 3 D+,75(L+S)IYes
j,,'i':4Ji. D+:75(t+S+W) Yiis of"" c.,
I 5 D+.75(L+S+O". Yes
,;'O-61D)+W:', Yes I"!':),;
I 7 o 6([J)+O7(E) IYesl
~R~~ RI r. FRdnr RI r. F::Idor BLC Fadm RI r. FRdor BLC F::Ir:tnrRI C FRdnr RI r: F::Idnr RI r. F::Idnr
DL 1 I Y -1 1 I
:DU, .....1 i"i, :",H:
DL ,1 LL.75 SL .75 Y -1
coli': , 'it:n LL' \"75+ :SL' ~.75:rl:;'y", ';~1,: ,.:r,':~"m::;"
DL 1 LL.75 SL .75 EL525 Y '1
"IT;,,,,;},,,': 'gt''''T''1 E. EL I,..~:flf.~i"/~f,
~:i:~~r:
I'
.,_:w,,,,, -.
.~,""t,i,;:~j
-'i,r~:-:i _t~,.t:::}1
I
'" I
I
I 1
1,,2 .
I 3
14
Jo;nt Reactions
LC
~ I
6 I
'6 "'. I
Joint L::Ihp.1 X fkl Y rkl
N1 -995 1 -.199 I
J::'N4.. .'1.615..... . I, , ., 894,
Totals, -2.61 695 I
COG 1ft), , X: 9' Y: 8612 I
MZ r~,ffl
5.286
9.237
I
J
I.
I
RISA-2D Version 8,0.2
[Z:\2006\6.06\6.06 - Garage Portal Frame - 9'-4" Tall.r2d]
Page 1
Company
Oesfgner
Job Number
K & A Engineering, Inc,
CCD
165.07
Garage Portal Frame
Joint Deflections
fC
6
'6
6
6
6 I
..~t 6;~::.:'Jj::::,"
Joint l.8bel
N1
N2
N3
_ _ N4" "
N5
',?.,'" N6'",,,;!:: "",-,"''''
X riol
o
.034.
029
o '.
.032
'I,; .,0,027
I 1
I 2
I 3
I 4
I 5
le6,
. ',.'
;',;'.',..,
Member Section Forces rBv Combination)
IC
6
Member L.8hel
Beam
See
5 1.365
2 -.212
4 ".238
Wit~;~~~;:;~'29g~i'~:!i~:::,i:
.894
11 6
2:::i~
13
PF Panel
3
.868
15
.1
Member Section Stresses
1
LC
6
See A){i:!.rr~si1
1 .042
Mel!lber L~bp.J
Beam
i:':~~[;r2~~~ i ~f:i,i;ig;;~~~,f042~:s:~im~~i'
3
3 . .042
;;-j:~:;:rt4~~j;':t~
5
5
;Aj:~B'i 1:<:
I 7
L~:B~i:;!i':
I 9
10:;10';,
I 11 6
1;;,12:,
, 13
'jl"",.:I":.:,'
Y [inl
o
o
-001
g 'I
,',''.1''-,001",,': ;:,', 'I
Shearfk1
.256
-03 I.
-316
.995
.995
1.615
1.615
-1.924
Oct 25, 2007
12:21 PM
Checked By:_
Rot.::ltion.rradl
o
: -2 473e-4
-203e-4
o
-2.855e-4
'2.372e-4 ".
I
I
I
I
1
Momentlk-ftl
579,
-.438
1.119
2.965
-1.679
She.8r(ksil
I .012
jG!':iii~1:0'"'~' 005 ii::~'F~~1~1~:
- 001
Too Bendinnrksil
-121
.092
-014
-.234
2 -.006 026
;i;!j:'j,i:'3 ';: tr;!:i ~~~l;:,t~~:~~'t,_: 0 06 :j::::!~~n:,~,:m :+;mii!~fiii:r~;;~'o 2 6 :!!~:~:::tj'J;ir:f:i'
4 -.006 .026
D~~i:~ 5;~~ :.::;:~~ri?,!io08~R;~~~~T, "'2:'8C;~~~!;";::-~063\-i~;~~~J~
I .023 042
PF Panel
3
023
15
5
.003
Member Section Deflections
1
,2
3
A
5
6
7
IC
6
Member L.::lhel
Beam
,....
.61
Left PF Panel
o
o
o
9.237
1.701
-1.119
Rot Bendin(1rk5:.il
.121
-.092 J
~f;'~'~J-J~i~004~~~!~i~',>~1
.234 1
o
o
'j;.I~;i:_t'~:JW'_; n ':",~
042
o
o
o
(n) l/y Ratio
NC I
NC I
7482498 I
NC I
Nr. 1
NC -I
NC J
RiSA-2D Version 8.0,2
Page 2
See x rjn] v rinl
1 I .034 0
2 "'.. .- '.033' -.021
' . '..'
3 .032 -029
4 031 . ~.013
5 .029 -.001
1 0 I o.
2 0 -.005
-.05
o
[Z:\2006\6,06\6.06 - Garage Portal Frame - 9'-4" Tall.r2d]
Company
Designer
Job Number
K & A Engineering, Inc.
CCD
165.07
Garage Portal Frame
Oct 25, 2007
12:21 PM
Checked By:_
Member Section Deflections (Continued)
8
9
10 ;
11
12 'I
13
i~1 ,,, I" '.
LC
'I
'1
Member Lah!'!l
....'...
. ~~.,
See x [inl v_finl (n).Uv Ratio
3 0 -.016 7064 32 ,
4 0 -028 4061.694 I
5 0 -034 3268265 J
1 0 0 NC I
" 2 O' -005 NC I
3 0 -013 8326.337 I
4' , ~". . ."' . "~.001 ,".f .O'.c.023 4813.077 ',1
,~. ,,~
5 -.001 -029 3825484 I
6
Rioht PF Panel
. Material Takeoff
1
Material
General
Si7A
Pjecp.~
Lennthfftl
WeinhtfKl
3 PF Panel
p.!0l:~;~:':i:::::~~6taliGerieral!!;:~HD!:~:i{~
6x33.5 PF Panel
9.3
o
7 GLB
3.125X10.5FS
18
.1
Custom Wood Prooerlies
I 1
Fb rksil
24
Ftrksil
1.1
Fv rksil
24
Fe rk!=;il
.65
F rksil
1800
General Material Prooerlies
I 1 I
Label
PF Panel
E [k<;)
1500
G rk~il
Nu
.3
Therm (\ 1 E5 F)
.65
Denslty!~/ft^~~
.035
Wood Material Prooerlies
Label
DF-L NO.2
Soecies
Fir-Larch
Grade
No2
Cm
Emod
1
Nu Therm (\1 DensJk/ft^3~
.3 .3035 I
3
PF Panel
PF Panel
na
1
.3
.3
.035
Wood Desian Parameters
L ::!hel Shaqe I f''!nothrfq La-ollUftl Le-lnrftl le-hend to Ie-bend ho K.out K-in
I 1 I R"8m ]. H,,~der I 18 I 0 0 I r I .65
CV
1
Cr Oul ~wal/ In SW811
] I Yes'i
General Section Sets
Label Shaoe
I 1 I Left PF Panel 16x22.5 PF Panel I
I' 2 ,. Riaht PF Panel 6x33,5 PFPanel .
Tvoe
VBrace
. VB race .
Malerial
PF Panel I
.PF Panel .
A rin21
38.5 I
38,5 ' .",[
f {gO 2701)in41
97 052
97.052
f (0 180I.l)n41
3513927
, 8992.958 "
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Page 3
, ,. Company
Designer
Job Number
K & A Engineering, Inc.
CCD
16507
Garage Portal Frame
Oct 25, 2007
12:21 PM
Checked By:_
Wood Sectio'n Sets
!.;:lhp.1 Shrme Tvne De~ion List Material
I 1 I Header 13,125Xio.5FS I Beam IRectanaularl., GLB
Oesian Rutp.~ A r!n?l 1(90.270) ri 1(0,180) rin41
Tvoical 32.8.13 26703' I 301.465 I
Member Wood Code Checks rBv Combination)
LC Member Shane LJC Max LocIftl Shear Lor:[ftl Fr:'tk!=;i1 Ft'{k~il Fb'{k~il Fv'rk~il RR CL
I 1 16 I Beam 13125X10...J .069 I 18 1045 I 18 1.866 11.46613.5191 .32' 115.241. i
..cp "Eon
1 I 39-3l
Solution Warn;na Loa
Messaoe -
No Data to Print ..,
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[Z:\2006\6,06\6.06 - Garage Portal Frame - 9'-4" Tall.r2d] .
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