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Truss: BAGE woPlioNOregon Truss IncI
Proj,xt N4111t.it '160(10496i:
PH 503- 581-8787 Date. 121.111,16 09.18 On
t..°moment Sol in i ons'' (5940 1 of 1
Thus
Version.2(11 6)1!11tu 1!ti 771
Material I Xnatiaie veniton; 1.55.7
Span Pitch Q1.1; (41(1 OUR (ANT I. CANT R PLIES .
Spacing WCiT.PLY
20-11-ii 9.12 8 041-0 1.6.11 0-0-0 0-0-0 1 24 in 9:,lb,
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Loading General CST Summary Deflection L (!uc) Allowed
ii,,,„ ,,,, rm n.,:, ,,iii,,,
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Reardon Summary
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Material Summary Bracing Summary
, ,
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43% Or.,.,,,iA,;,,i AO 412444 Sls,41110 tir 40i,,n;A iii inn 14,44.4•044 in,44,,
ILoads Summary
I.:11:,,Alth.4S3,7,'14,,,,,N.,,,,,1“,,a,ft,
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iSlember Forces Summary ,,,,,,,,i,,,,,,,,,M04,..1 01 f.,CAL 1135 A<it : ,,./14T,,,A/Mt',,rr,,1,14-it,n,0-3.4<
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tatatigsiQregon"L}Cross Inc Truss: I:)GF.r ri ,n.n„: 19)91)epi:,
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Component Solua3nns'"
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Material Dalak,a 9'.391$1 r1: 3557t ."'—
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'Reaction Summary
?' 117 3,,:,,44,., ! ',too', '..1,,,K::aps . s c .
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Material Summary Bracing Summary
3'..raP..;,d 3' 1 q0,94:,! r , 94 #n'
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Loads Summary
114., x... 4 %
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Member Forces Summary 1,30,01102,30,,;0.1a 4 ... ,.,Tr r ,>„Y.
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Hu TIT,G..
BUILDING PRODUCTS
constructions solutions since 1885
Chris Swaja
503'6204411 Office
800'624'7167 Toll Free
cswa/aphuttiA.com
Project: H & H Homes(Greensward South—Lot 7) 12/29/16
Huttig plan#: 606080
Orig Plan Date:
The framed openings in floor system have been reviewed and the attached calcs and details have been
provided to resolve the issues and with these repairs completed the floor system is APPROVED as noted.
2x Headers are acceptable at frame-outs with fillers and face mount hangers per detail "E3" below.
Please call me with any questions.
Chris Swaja
EWP Commercial Design Specialist
MIHoist Header
"
Verify web niter/stiffener
t!ilitiro. Filer blocks
requirements for hangers i 0,''Aliti. \
Connettion detail \ "fr.' 1 ti
01000,7'1 -00* t
4 II IS,4,44.64.44140s,
14,44444144404444.,
N4114; 4404,4„
,444,
,,,,,,<, (4s bwicer Ma)
Verify all F
kt Peter to Hoist Filler
See joist Header Cioss-Section for Thickness table for
inform tion on ttcfln web fillet(backer m
web filters and filler blocks aro filet bi.xksizes
•
l l TTIG#606080 12-29-1
IKeyB earn I 26pr
of
CSbeam 4!!'.4.1
kml3etnnEngine I4 II.2.I
\{atcriah IJ!urb ase 1517
Member Data
Description: UPPER FLOOR Member Type: Joist Application: Floor
(J1)JOIST at plumbing Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: L/360 live. L/240 total
Dead Load: 15 PSF Deck Connection: Glued &Nailed
Filename: 606080-UPPER
Other Loads
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top 9' 0.00" 90 34 Live
Point(PLF) Top 11' 6 00" 90 34 Live -
''r'' Pr2/1.3'r' 4-z7,417 f iz-cv 1
, )p
/v
A--
2098
/ C/
2098
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 4.500" 1.500" 6814 --
2 20' 9.500" Wall DFL Plate(625psi) 4.500" 1.500" 6774 --
Maximum Load Case Reactions
U4ed f0'a$pl•Pn0:pole'000$(W tOe I3$$%;0 c8.:�og n,vntbere
Live Dead
1 495#(495p1t) 186#(l860)
2 492#(49204) 185#(185p1f)
Design spans
20' 2 250'
Product: 11 7/8" LPI-32 Plus 12.0" O.C. 7th. //1/0 PASSES DESIGN H C
-0
Design assumes continuous lateral bracing along the top chord. a
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3898.4 4690.4 83% 10.4' Total Load D+L
Shear 681.4 1485.4 45% 0' Total Load D+L
End Reaction 681.4 1160.4 58% 0' Total Load D+L
TL Deflection 0.7352" 1.0094" L/329 10.4' Total Load D+L
LL Deflection 0 5344" 0 6729" L/453 10.4' Total Load L.
Control Poe.Moment
DO!..s Live=lv0% Snow=115% Roof=.125% Wind=160%
At,0,0(1,01'(0(000 are'raOerhat$s M'bei',e$,Nrcti hwr'a;5
Huttig Budding Products-APH
This calc conforms to ORS2005.
u, z
F: 0r s E s� r NDS2001 and 200SCRSC
"peg sde+..nr�as when U3 r[.e "r_ o. Ueani rg...c.s.>orn.r,re,,.raw ,•rocs a;�� „e aus.gn .e_e cr:..ans .�aulyd_. s.an..5t,.n..� s-e6 o ,t,,>shr.c: r.
•
11U l l'IG#606080 12-29-I6
y.B. m 12:3tpin
( «f1
CS C3z❑ina;l'bl
tan Fterim fnxin<�•I i;16.1
14rrteF,ala Uiu:�i,ax I55;
Member Data
Description:UPPER FLOOR Member Type: Joist Application: Floor
(J6)JOIST Plumbing Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: L/360 live, L1240 total
Dead Load: 15 PSF Deck Connection: Glued & Nailed
Filename: 606080-UPPER 1
Joist Design Includes CCMC Vibration Check
Subfloors 23/32"0S8
Ceiling 1/2"gypsum Blocking:(See Requirements Below)
Other Loads
I;
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top 1' 6.00" 145 55 Live Or
Point PLF Toe 3' 6.00' 145 55 Live
'
'.14
. ICO T" L,.44xlf F'
It
/ /
17 11 6
17 11 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift I
1 0' 0.000" Wall OFt..Plate(625psi) 4.500` 1.503" 8334 --
i 2 17'11.500" Wall DFL Plate(625psi) 2.000' 1.503" 533# --
Maximum Load Case Reactions
4N]t;if a',)Vi,inq p0 nt(0000^,f Tiro 100300,) caryu,,rfernbe'o
' Live Dead
1 525#(605p1f) 2284(228p11)
2 388#(386p1f) 145#(145pi1)
Design spans
17' 6.75x'
Product: 11 7/8" LPI-18 12.0" O.C. / /L7 6= ) PASSES DESIGN CHECKS l
Blocking:(None) (le
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design 1
Actual Allowable Capacity Location Loading
Positive Moment 2583.4 3100.4 83% 8.21' Total Load D+L i
Shear 833.4 1335.4 62% 0' Total Load OIL
End Reaction 833.4 1040.# 80% 0' Total Load O+L 1
TL Deflection 0.5572" 0.8781° (.1378 9.08' Total Load D+L i
LL Deflection 0.4050` 0.5854" L/520 9.08' Total Load
Vibration 0.0312" 0.0360" 86%
Control Vibration
DO Ls Live=100% Snow=115% Roof-125% wino-166°V;
I
Ai.0;Ut100,ra11',USJ-'N Ir0C00i'oIsPf;,'eil'R.',{clue CwnQiY —^ -
Huttig Building Products-APH
'?his cake conforms to ORS2005- '
c *pit ,2001 P st a o-F„ r r_ss N082001 and 2005ORSC
'aY I -tl 'yi i.i:3�e f'V c'W PU eY ::..-p (0000 0):...,a.,:eJ 0 dLLL
i-lUTTIG (60608(.) 12.29-1
I of
CS Beam 4.I12's
km Beam Lnoine 4.112'6.1
\tnt'rink D to ax'155'
Member Data
Description: UPPER FLOOR Member Type: Joist Application: Floor
(J6) JOIST Dryer Vent Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: L/360 live, L/240 total
Dead Load: 15 PSF Deck Connection: Glued&Nailed
Filename: 606080-UPPER
Joist Design Includes CCMC Vibration Check
Sutsfloor 23/32"OSB
Ceiling 1,2"gypsum Blocking:(See Requirements Below)
Other Loads
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top 8' 0.00" 90 34 Live
Point(PLF) Top 10' 0.00" 90 34 Live
--
17 11 8
O 0
17 11 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0 000" Wali DFL Plate(625psi) 4.500" 1 500" 608# --
2 17'11.500" Wall DFL Plate(625psi) 2.000" 1.500" 6064 --
Maximum Load Case Reactions
Us ni!0'appt'ds9 robnt i lou..in,il.5e IoaJs,to cwt,ing memt:e+s
Live Dead
1 442#(442p1f) 166#(1660)
2 440#(440p1f) 165#(165pit) _____, _
Design spans
17 6 750'
Product: 11 7/8" LPI-18 12.0" OC. ,t,j e NiO5i ,; J PASSES DESIGN CHECKS
Blocking:(None)
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing,
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3085.4 3100# 99% 9.08' Total Load D+L
Shear 608# 1335.4 45% 0' Total Load D+L
End Reaction 606.# 904.4 67% 17.96' Total Load D+L
TL Deflection 0.6302" 0.8781' L/334 9.08' Total Load D+L
LL Deflection 0.4581" 0.5854" L/460 9.08' Total Load L
Vibration 0.0312" 0.0360" 86`%'0
Control. Pos. Moment
DOLs Live 100% Snow=115% Root=125% Wind=160%
Aupmaoctnoises we;sademasksc!InekrespecGoev.s,ers Huttig Building Products-APH
This calc conforms to ORS2005
cm c ao : , r',„ P c ,,r w K tv NDS2001 and 20C15GRSC
,a, ,, 21P E: n I A +il,, , ,,, trteP S ap ?T P f1P g.. 3 a 4 2u ,a,
(r047 1 Mi t a'Ek'C0 i /
i i
3vla Stewart Home Deisi9n /
Location men G1ar Tie Lot rikhi
Collar lie 1 LA,-i' ZyD l SW Main Si3d3v9
1,200I,ternatr nal Building Codei2005 NOS)) Shetavo0aO CFR 97140
t 5 INx5.5INa 3.0 FTl5+ 15}, 240C - ..--
#2 Doug+frss-F l arch-17 y Use gtrsCa:,,Versich 3 0 173 0 12/30'2010 11 09 53:AM
1 5 x 5 5 Solid Sawn Lrrber o:tt' rnirirr,r'Ft= 575
Sect en Adequate By . 0
cc=,.tr0 i,ng Factor Mohnen!
33,3
Tt?FFLECT1QN5 s ter Right MATERIAL PR. ,EERTIE5
Live Loaci 0 00 IN 'MAX IN '62471
Bis j,h) .5 _i 5i ci
4 Dere tad 00 T 1 i �
Tctai Load IN L MAX ^ N 21.' 85, Bending S7.ess F � - i 970 cs, 6 ps'
t
Live load D€ ect on C iters.1.1240 Total Load Gef e . ,Catena L1190 1 i0
1 CEd t 30
RAFTER REACTIONS r:o,r1 15
z.S2.E.D...;.s' FtfaCTIONS r1 t ar;t;s of ria;f c:ty E = 1302 Kii1i e'= 1.300 irsi
Lower Live Loa?ca,Ei 75 pit 150 In Min isogo of Eiasppity. E„.:1).--). .,n� - 560 Kel r irl' s,0i r
Lower Dead .cat r` 3 94 p1' 68 1b
'Schrift -1-1.5 Grain i r,- psi Fc- 625 osi
1.ower Trial Loadg B 169 pit 335 lb '
1 Chliar Tae Tension 38 lb
_ , Controlling Moment: 127 h-Ib
R.".t�
RAF EEPQ _QA.TA 504 Ft horn iert suchrtrt o'spr 2 rCenteta"
5 Creaeel i„ „v __ ,,,-,n,dead loads =,CI iiiie ioiadS Oiii sparils17
L Bearing Length ,, 7 38 it -..._ .. j Controlling Shear_ '35 in
n Ft r-or i #)p t c's ran n!e Spaal
I RAFTER Q TA 1 ; .f i 5 t E f , sated b7 .omb ring l dead,cads and e clad ,e scant "_'7
SNa e rge r, 8 Comparisons with required sections: tcOd "'ruyi3ea
Ur accc Length-BotorW� 0 ft G ti Senor)M;, . %s- 3 ln3 55 n_
Raper Ps, Area tShea.'; 0,98,r2 8 25 :it2
Coot.ai T.e Lona:cn 1 47 ft Moment of Inert a(deflection' 1.31 in4 20 8 :54
Roof(Duration Factor ,.'7.5 Mrnle"1 -77 fit-lb-to 848 8-17
Peak Notch Depth 0 vO ,hear. -185 lb 1189 lb
Base Notch Depth 0 0C+
L.__ ... 3333.
r . -Ti 11EN.
Uniform Floor Loading1 5 x 5 5 t i d Sawn L'3rnbet with rr i,im m Fa s 575
Roof Live brae: LL:- 25 pet' B e Value Ar, ted
Roof Dead Load Dl. = 25 pat Tension F .t Ce 10 Gram 57 p5� :t 992 ca
Slope Adjusted Spans And Loads 08-1 15 Ce J i;
Interior Spar) lCollar oc 1 47 'ad_= ` 88 f' ,
Lave Span L.t ave-adl- '85 ft 1 Collar Tie T G r ay., 38 lb
Rafter Live Load viL an -
1" Cl' i Cc i.,lfe aac:v 8163 It;
Na 9 Re red: `Beth 77;;OOs
E"aa '.rye Load `It EaiE�^a 2 pd `'
R r.tvi Dead Load. w0-act)^ 40 cif 1 carr:;. Na E.
Paler Total Load: awT•adi hr 72 pit i 16c:,i""er 1 Na's
Pave Tota ,Load. ay:,-Faye-ad,- 72 plfca Boa 1 Nails
.
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1w�,
1.5 ft 1.5 ,,
41 .,.
1.47 ft i N,
Lrm,.
to t 44A i z l
t__..--__3333 ,--
1