07-0328 Permit Pkg 090407City o f Yelm
Comn~iunity Development Department
Residential Certi f icate o f Occupancy
Building Address 9119 THEA ROSE DRIVE SE
Owner Name SOUND BUILT HOMES, INC.
Owner Address P.O. BOX 73790
PUYALLUP WA 98373
Building Permit Number 20070328 Plan Number
Remarks: 1224 A-8-2 Lot 23
PLAN 1224 A-8-2
Areas Inspected ALL CODE REQUIRED
Special Conditions
Building Official: G. CARLSON
Date: 9-22-09
This structure is in compliance with the International Residential Code (Chapter 51-51 WAC)
as adopted by the Washington State Building Code Council pursuant
to Chapters 19.27 and 70.92 RCW, effective July 1, 2004
SCANNED
FEB 0 2 2010
o~ T"F City of Yelm Permit No: BLD-07-0328-YL
~~ `Gi Community Development Department Issue Date: 09/04/2007
~ p
Building Division (Work must be started within 180 days)
Phone: (360) 458-8407 Receipt No: 50175
Fax: (360) 458-3144
-..~~.,~,o.,
Applicant:
Name: Sound Built Homes, Inc. Phone: 253-848-0820
Address: P.O. Box 73790 City: Puyallup State: WA Zip 98373
Property Information:
Site Address: 9119 Thea Rose Drive SE
Assessor Parcel No. 83520002300 Subdivision: Mountain Shadow Lot: 23
Contractor Information:
Name: Sound Built Homes, Inc. Contact: Dye, Kelli Phone: 253-848-0820
Address: P.O. Box 73780 City: Puyallup State: WA Zip: 98373
Contractor License No SOUNDBH0758M Expires: 09/10!07253 Business License
Project Information:
Project: Mountain Shadow
Description of Work: 1224 A-8-2 Lot 23
Sq. Ft. per floor: (1st) 1288 (2nd) 0 (3rd) 0 Garage 400 Basement 0
Heat Type (Electric, Gas, Other): GAS
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unk Desc
Building Permit 100-500k 1,184.15 993.75 190.40 5.6000 34.0000 $1,000
Building Plan Review 501.00 0.00 0.00 0.0000 0.0000
Mechanical Permit 7t.75 0.00 0.00 0.0000 0.0000
Plumbing Permit 97.00 20.00 77.00 7.0000 11.0000 Fixture
Sewer Inspection 145.00 0.00 145.00 145.0000 1.0000 ERU
Water ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000
Consumer Dep 90.00 40.00 0.00 0.0000 0.0000
State Building Fee 4.50 4.50 0.00 0.0000 0.0000
Fire District Impact Fee 360.29 0.00 360.29 0.2160 1,668.0000 square foot
Sewer ERU 5,725.00 0.00 5,725.00 5,725.0000 1.0000 ERU
Traffic Facilities Charge 1,288.76 0.00 1,288.76 1,276.0000 1.0100 Peak PM Trip
TOTAL FEES: $11,267.45
I certify that I have
to be true and corn
Yelm regulations it
easements and rep
registered in ~~
OFFICIAL USE ONLY
the information contained within the application and know the same
at the proposed structure is in conformity with all applicable City of # Sets of Prints:
Wing zoning and land subdivision, and in addition, all covenants,
If applying as a contractor, I futher certify that I am currently
Signature ____ ~~ Date 9 ~~-(~ 7 Date:
Firm ~ti, , ..Jit ... / • /-~~Inw~c T d By' -
CITY OF
YELM
N0. Rox 479
Yelm, WA 913597
360-4513-3244
RECEIPT No. =''.~ ~- r ~
RE~FI~~LEVEN THOUSAND TWO HUNDRED SIXTY SEVEN DOLLARS & 45 CENTS
RECEIVED FROhA
SOUND BUILT HOMES INC
PO BOX 73790
PUYALLUP, WA 98373
DATE REC. N0.
09/04/07 50175
BUDGETARY
DIANA
AMOUNT RE F.MJ.
11,267.45 CHECK PENDIN
SITE; 9119 THEA ROSE DR SE
'1''~pF THep~~' City of Yelm
•~ ~'~ Community Development Department , ~',} f r
~ ;- in
Building Division -
~ ~ ,~~. ~ ~ ' ~ n
~~, ~lr Phone: (360) 458-8407 .
Y E L M Fax: (360) 458-3144 (. j j" ~,- -
Applicant:
Name: Sound Built Homes, Inc.
Address: P.O. Box 73790 City: Puyallup
Project Information:
Project: Mountain Shadow
Description of Work: 1224 A-8-2 Lot 23
Site Address: 9119 Thea Rose Drive SE
Fees:
Permit Fees Schedule
Permit No: BLD-07-0328-YL
Phone: 253-848-0820
State: WA Zip 98373
Assessor Parcel No. 63520002300
Item Acct Code
----------- Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit 100-500k
032 001-322-10-00 ----
1,184 ----
.15 ------
993.75 --------
190.40 ---------
5.6000 -------
34.0000 ----------
$1,000
Building Plan Review 100001-345-83-00 501 .00 0.00 0.00 0.0000 0.0000
Mechanical Permit 032 001-322-10-00 71 .75 0.00 0.00 0.0000 0.0000
Plumbing Permit 032 001-322-10-00 97 .00 20.00 77.00 7.0000 11.0000 FiMure
Sewer Inspection 805 412-343-80-00 145 .00 0.00 145.00 145.0000 1.0000 ERU
Water ERU 715 401-343-80-02 1,500. 00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 712 401-343-80-01 300. 00 300.00 0.00 0.0000 0.0000
Consumer Dep 740 402-389-00-00 90. 00 40.00 0.00 0.0000 0.0000
State Building Fee 160 001-386-00-00 4. 50 4.50 0.00 0.0000 0.0000
Fire District Impact Fee 105 001-345-85-00 360. 29 0.00 360.29 0.2160 1 ,668.0000 square foot
Sewer ERU 802 412-343-50-01 5,725. 00 0.00 5,725.00 5,725.0000 1.0000 ERU
Traffic Facilities Charge 420 120-345-85-00 1,288. 76 0.00 1,288.76 1,276.0000 1.0100 Peak PM Trip
TOTAL FEES: 511,267. 45
YELM COMMUNITY SCI~00! S
BUSINESS OFFICE
r.
107 151 Street N.
Yelm, WA 98597
March 26.2007
TU: Karen- First American Title Co.
s66-8s9-o43s
FROM: Bo~ulie Gerber
RE: Mountain Shadow
0~-013
Karen:
Bonnie Gerber
360-458-6215
360-458-2469 (fax)
C ~ QS ~
~ 2~ /
,3 s
~_5
Per our discussion, your check in the amount of $128,400.00 for 60 lots at S214U per lot - ~ti~ill
pay for the follo~a~ing lots:
Lots 8-30; 31-32; 3~-49; ~0-70; 72 & 73
If you have any questions, please call me.
~~I ~ ~~_,
1~'onnie Gerber
Cc: Lisa Johnson
Facilities
C
.rC •~•
Mountain Shadow
Plan # 1224-A-2
Lot #23
City of Yelm
Permit Application Check List
• Water & Sewer through City of Yelm
• Sewer has step tanks
• Setbacks: 20 Front, 25 Rear, 6' Interior
(12' total)
• Show sloping away from the house
• Show Roof Drains to Drywells
• No Impervious required
r~ 1 Application
2 Sets of Plans
~2 Structural Calcs
~ 2 Truss Specs
a~ 2 Floor Joist Layouts
~~2 Site Plans
Notes:
> ~ i~ .452 /%-n ~o~ S'e 7`s Cyar, c
,~
Completed by:
10' PRIVATE
UTILITIES EASEMENT \
6'x8-Yz' STEP TANK \ ~
(5' MINIMUM FROM ~ ~ ,
FOOTING/PORCH) ~
PLAN #
1224A-8-2
~y
~9
9
~s~
~~ . 09
~ s
APPROVED
l -
.~r
--~~
G^NTACT INF^
KELLI~ <253> 848-0820
N TE=
1. MAINTAIN 10'
BETWEEN STRUCTURES
2. R^^F RUN^FF T^ BE
TIGHTLINED T^ DRYWELL
3. DRIVEWAY APPR^ACH TO
BE BR^^M FINISHED
~ ~ MOUNTAIN SHADOW, LOT 23 ~
SOUNDBUILT
HOMES, INC.
P.O. BOX 73790
PUYALLUP, WA 98373
PHA (253> 848-0820
FAX <253) 539-0514
CITY OF YELM
9119 THEA R^SE DR SE
YELM, WA
k SCALES 1'=30' DRAWN BYE M.
Plan #1224A-8-2
CITY OF YELM
RESIDENTIAL BUILDING PERMIT APPLICATION FORM
Project Address: 9119 Thea Rase Drive ss Parcel #: 22716440100
SubdiviSlOn: Mountain Shadow LOt #: 23 Zoning; Residential
x New Construction Re-Model / Re-Roof /Addition Home Occupation Sign
Plumbing Mechanical Mobile /Manufactured Home Placement Other
Project Description/Scope of Work: New, wood framed, single family residence.
Project Value: Sa4,42o.00
Building Area (sq. ft) 1S' Floor 12~s 2"d Floor 0 Garage 900 Deck 0
Basement 0 Carport 0 Patio loo
# Bedrooms s # Bathrooms? Heating: GAS/OTHER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? No If yes, a
completed environmental checklist must accompany permit application.
CITY
307
CITY
CITY
CITY
~~~
'~>. ~ ~ .
AUG~~
~~~/
Copy of mitigation agreement with Yelm Community Schools, if applicable.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, rules and regulations of the State of Washington and the
City of Yelm.
7/31/07
Applicant's Signature Date
Owner / Contractor I Owner's Agent /Contractor's Agent (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
10.5 Y'elm Awrrei~e Weal (360) 456-3835
YO Bnt 479 (360) 458-3144 FAX
}"elm, YS'A .98.597 urmuaci.yc/m.rna.us
CITY OF YELM INSPECTION LOG
PROJECT ~~~V `~ ~)~°lc~ ~~~
PERMIT NUMBER
ADDRESS
SET BACKS Date: ~ ~~ ~~
Corrections
UNDER FLOOR Corrections `~/l~/~
DRY WELL Corrections ~ ~ Z ~ / ~
FOOTING REBAR _ _®Date:`_7~~/~~VALL REBAR ~}Date:
7~Z`Z/G
Footing ^ 12" ^ 16" _
Other
Wall ^ 6"
^ 8" _
Other
Required vents~ _
Corrections
COMBINED FRAME/ EX~'~IQR SHEAR WALL INSPECTION
Hold downs (~ / ~- ' %~~ ct Shear Nailing /c z~ G f
Frame ~ i,~ ®S' Gas/Propane 7~e ~'
Plumbing ~f ~ Mechanical 2`~~
Corrections:- ~ ~~, 5..~ ~ ~ `
INSULATION [~Cias ^Electric ^Other
[~oam and Seal ^Vapor barrier ^PVA
`~ i
Corrections: w~~~]I ~:~1~,'1
I
SHEET ROCK/SHEA AIL ~/Z7/O~
Corrections: Scdl~ 7G~
FINAL ,
ewer Final ;,~ lectrical ^ Civil Final ^Landscape Final ~ of O
~-lddress insulation ^ Site Drainage ^ Sidewalk
Corrrections:~/Z 2 ~
S
~j ~
a ~ City of Yelm
Community Development Department
105 Yelm Avenue West -P.O. Box 479
YELM Yelm, WA 98597
'""'"'"°'°" (360) 458-8407 - (360) 458-3144 FAX
CITY OF YELM BUILDING DEPARTMENT
CORRECTION NOTICE
I have this day inspected this structure and
these premises and have found the following
violations of the City of Yelm and/or State laws
governing same:
ov~1 fC/ ~ /.~~ E' ~oc~J
Z ~ k (/o ~`~~' ~
I~i~o~
You are hereby notified that no more work shall be covered upon these premises until the above
violations are corrected. When corrections have been made, call for re-inspection at (360) 458-8407.
DO NOT REMOVE THIS TAG DATE d ~^
spec r
PERMIT NO. ~"~71 , ~? /~~o-~,.. „Z~
~~` .
City of Yelm -Building Department
CO CTION NOTICE
' d t d th' tru tur d th a remises
I have this ay mspec a is s c e an es p
~d have found the following violations of the City of Yelm ~
.d/or State laws governing same: PERMIT NO. ~ ,
sf~,~~~ /~.Yr ea_i 9///-Za (fit
L2S if/ ~ li'Jf~
~j!t~~ t` ~~ao-A
l ~! ~
~~ 2~
~~ ~~G~
~~ c ~~
You are hereby notified that no more work shall be covered upon these premises until the above violations are
corrected. When corrections have been made, call for re-inspection a 458-8407
DATE ~
DO NOT REMOVE THIS TAG R FOR UII,DIN(3 DEPARTMENT
09/02/2009 WED 12:11 FAX 3604588417 CityofYelm Public Works ~~~ CDD X001/003
~~y~~}TDT1E~ Uz[,j,
q~tuls prennpg o
~Cani ut~of o
b~~Z- :a~~a ~~fl a3.L~3dSNI
~SZI~I~I~II/~i0~
(,~ (~ :ssaxoad ~~ :# ion
~. ~awdu s~u~a~IZna
~1.NflWdO'T3A3a
(~ ~fl,Lda
'I`v'1~II3 ~L1IOH A1~i~I ~ 2I~,L~Ac1
LI68-8~6 (09E) :xe3 90i~8-8~i~ (09E)
L6986'`d'M `~Ta1~
GL~ xog 'O'd
peon uo~ogg j 06
Iuauila~daQ s~~oM ailgnd
u.~1a~i .~o ~~~,~
F~-.~ TR.A,NS~IXSSION
~1 1 l VF ~i r~LM
P.O. Td4~C 479 - 931 Nl' ROAD NE
HELM, '~IlA 98597
~3b0-~5$-$411 . ,
FAX ~3b0-458-81 b6
T~: ~~- ~ C~~~ DATE; ~- /7~ ~ `~
~,,~,.~~~; PA,G~S: ~ , including this
Govez~ sheet
FrQrn: i~A r~~ ~
Subject: ~io:.~ S~ ~r,ti,~~ rn~- .5't-/~9t~~
rt~~1MENTS: Z o ~ ~~31 'f-~ I I ~ 7N~~ ~aSC ~~ . ~ ~ ,
'"* 1!'you do nat receive ati copies or any copy ~s not legible, please eQlt (360j 458-841 1
~1S S~Off SS ~OSSSble.
STRUCTURAL CALCULATIONS
FOR THE
SOUND BUILT HOMES RESIDENTIAL PROJECT
Plan No. 1224
December 2, 2004
D "'7~r tl°?
~~:.
~il~~
Job No.
Location
~~;GA Engineers,
Structural & Civil Consulting Engineers
22928 SE 312`h ST (360) 886-1017
Black Diamond, WA 98010
Copynght 20(kt, SEGA Engineers
STATEMENT OF WORK
SEGA Engineers was asked to provide a lateral loads analysis, shear wall
design, review of major framing members and foundation, and drawing review for
a one story wood framed single family residence. The roof framing is
manufactured trusses, the floor framing is wood I-joists, and the foundation is
typical concrete strip footings with a crawl space.
The attached calculations are to be used as a 'basic' submittal for several
potential building sites. The cover sheet should have an original signature in blue
ink over the seal. Application and use for individual lots orsub-divisions
shall be specifically identified by separate letter for each location. The
contractor assumes all responsibility and liability for sites not expressly reviewed
and approved.
SEGA Engineers will use that degree of care and skill ordinarily exercised under
similar circumstances by members of the engineering profession in this local. No
other warranty, either expressed or implied is made in connection with our
rending of professional services. For any dispute, claim, or action arising out of
this design, SEGA Engineers shall have liability limited to the amount of the total
fee received by SEGA Engineers for this submittal.
Questions regarding the attached should be addressed to SEGA Engineers
Greg Thesenvitz, PE
SEGA Engineers
~ ~~~s~ ~~~ s~ Z~3
I/ {~ ~~c>,~ Tr ~ ~ Z ~
SEGA En ineers~
Structural & Civil Consulting Engineers
22939 SE 292nd PL (360) 886-1017
Black Diamond, WA 98010
Design Criteria
International Building Code (IBC), 2006
LOADS
Roof
DL
LL
Floor
DL
LL
Wind
Design Wind Speed
Exposure
Importance Factor
Seismic
Design Category
Sos
Importance Factor
Response Factor
Soil
Allo bleaw Bearing
15 psf
25 psf
10 psf
40 psf
85 mph
B
1.0
D
1.00
1.0
6.5
1,500 psf
Project SB1224
Job No. 97-057 B GAT
Checked Date: 07/19/07 Sht i
Copyright 2007, SEGA Engineers
SEGA En ineers
Structural & Civil Consulting Engineers
22928 SE 312` ST (360) 886-1017
Black Diamond, WA 98010
LOADS
ROOF
DL Roofing (Comp)
'/2" OSB
2 x @ 24"
Insulation
5/8" GWB
Misc.
LL Snow
Reduction, Rs
6/12 pitch = 27 deg
Total Roof Load
Project SB1224
Job No. 97-057 By: GAT
Checked Date: 05/26/04 Sht 1
3.5 psf
1.8
3.5
1.1
2.8
1.5
14.2 psf
25 psf
-0.82 psf
(115% Load Duration)
38.4 psf
FLOOR
DL Flooring 0.5 sf
P
3/4" Plywood 2.3
Insulation 1.5
Misc. 1.5
7.8 psf
LL Residential 40 psf
Total Floor Load 47.8 psf
DECKS
DL 2 x Decking 4.3 sf
p
2x10@16"oc 2.8
Misc 1.5
8.6
LL Residential 40 psf
Total Deck Load 48.6 psf
WALLS
DL Siding
3.0
'/Z" Plywood 1.5 psf
2x6@16"oc 17
Insul 0.6
~/2 GWB 2.2
9.0 psf
Copynght 2004, SEGA Engineers
SEGA En ineers Project S61224
Structural & Civil Consulting Engineers
Job No. 97-057 By: GAT
22939 SE 292nd PL (360) 886-1017
Black Diamond, WA 98010 Checked Date: 07/19/07 Sht.
LATERAL LOADS -
SEISMIC
Maximum Base Shear, V = F Sos W Eq. 12.14-11
R
where,
F = 1.0 One-Story Building
Sos = 1.00 Ss = 1.5 Fa = 1.00 (Table 11.4-1, SS > 1.25}
R = 6.5 Table 12.14-1
W = Seismic Weight
For W:
W,~t= (35ft) (54ft) (16 psf)+ (2) (35ft+ 54ft) (4.Oft) (9.5psf) = 37 kips
W total = 37 kips
Design Base Shear , V = (.154) (37 kip) = 5.7 kip
E _ (1.02) (6 kip) = 4.1 kip
1.4
WIND
Design Wind Pressure, ps = ~ Kn I„, peso Eq. 6-1, Sect. 6.4.2.1
where,
~ = 1.00 0 - 15 ft Exposure B Figure 6-2
Kr = 1.00 Section 6.5.7
Iw = 1.00 Section 6.5.5
pso = 10.4 psf 85 mph Figure 6-2
Pp. 15 = (1.00) (1.00) (10.4 psf) = 10.40 psf
Design Base Shear: (Wind)
Vt~b = (35ft) (10 ft) (10.4 psf) = 3.6 kips
VS,S = (55 ft) (10 ft) (10.4 psfl = 5.7 kips
Therefore, Seismic Loads Govern for Lateral Design -Front /Back
Wind Loads Govern for Lateral Design -Side /Side
Copyright 2007, SEGA Engineers
SEGA En ineers
Structural & Civil Consulting Engineers
22928 SE 312th ST • Kent, Washington 98042
(360) 886- I U 17 • Fax (360) 886-1 p 16
-~H~ ~~r'1LL ~S a~7ry
S~IEA~e ~/~u ~ I
PROJECT s'?L,1ZZ~
JOB NO. ~7_ pct ~ FIGURED BY ~ M,-
CHECKED BY DATE ~~5/r SHEET ~'! OF
~ ~~~~~
°'/i ~/,~
~~ ~~ -
2oS /~9,5- ~Z ~.~
`'~~ a~ -~1~ ~~ ~' z
f?a~~F ~ -
~' Z~US~~~d - ~f ~~r
-~ V
S ~k A~~ i.~/~~c~
D
~~` Z~dl~~f l
~\\
8` ~ y
N•
,~-'~,r~ 3 i''
~~ _ :,,~3
/~/ o t-rj~ ~ , r,r
A~ ~ i
S' ~
~_ ~J,
~~ ~ S
-~ ~ ~',~
~ {~/
~ /
~ ~
~ ~~ ~~ ~~ ;
NN
'
P~ IG
!
ZS- ~~7(
n c =!0 0
i
~~~.~Z~,
S~r~BxT
Copyright 1997, SEGA Engineers
SEGA En ineers
Structural & Civil Consulting Engineers PROJECT Selz ~
2'928 SE 312th ST • Kent, Washington 98042 JOB NO. ~7- O=~ FIGURED BY r.,
(360) 886-1017 • Fax (360) 886-1016 C~ ~
CHECKED BY DATE ~~f' SHEET OF
~ ~~~`ro~
S~~A~ \slA c c. `~
_~!L_- 3 c--4i~ x%17 o~J
S H~,z 1.J,~ ~~ ~l
Viz- ~iUU~~ ~~ o- 1-~) ~ It 81
>~~ ~-
" ~3 ~fi 3.Sr~ ~l.a;~ ~
~! ~~.5
~~~`J
8'
~~ i
~ ~~ ;~
~,
3 ~~ ~ ~ S• `, 3 c
J
Hf~~ I F1
/ls,~f ~ ~1. (./
Z1
Copyright 1997, SEGA Engineers
SEGA Engineers
Structural & Civil Consulting Engineers
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886-1017 • Fax (360) 886-1016
o-~
PROJECT
JOB NO. q 7 - b S ~ FIGURED BY GAT
CHECKED BY DATE~Z~R~o ~ SHEET .5 OF S"
.r
-.:___-:::~~MAIN-FLOOR :i
A = I,t68 5Q Fi
:i
Copyright ?004, SEGA Engineers
SHEAR WALL SCHEDULE
5!8' T1-11 or 8d @ 6" o.c. 518' @ 60" o.c. Qall = 230 plf
'/Z' OSB
p 518' T1-11 or 8d @ 4" o.c. 5Ig" @ 32" o.c.
Qall = 350 plf
'IZ' OSB
O' See detail 101S2.0 for Construrtir,r,
Notes:
1) All walls designated " D"are shear walls. Exterior walls shall be sheathed with rated sheathing
(2410) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at T1-11 shall be
through each edge of each panel. Nailing at intermediate framing to beat 12" oc. Nailing not called
out shall be per IBC Table 2304.9.1.
2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear
walls shall use double studs minimum (UNO).
3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5"
from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be
minimum 3" x 3" x'/4"and ofhot-dipped zinc-coated galvanized steel.
4) Allowable loads are permitted to be increased by 40% for wind design in accordance with
IBC Section 2306.4.1
35-0.0
B6
^` \
%
/ ~'`
~ '
~ ~
~• ,
.
'~
-
.
f
/~
i/
% ~
i
/ ,/
~
/
B.1i~GF.R SCHEDIILF.
c•r ~ vsr
pFl._, X11 I~, 0 COSI f911
1:11 ) IO l~ e
~_
nlnaa I nu' a
-
r ae II nsra ~
n
.•
l
sen~)o e,~C. Ila
x)xton
~
-
o
nununv '
II I+ nmrie; -
I
•
e
IIINII)I~~-: -
~ ~0 ~~
BLOCICll!G SCFIF.DI'LE
~
!:1
wl,ln is _ ).a ouN
__-
,evlw x.o Fcnim
ndbuilt Homes
So
u
2 460 - _ _taEr«
- - ~224A - ~T _-~. M°
.
.
theTBOSSc
' _
_
o,
n emmcuo svrol.t uw, '; N.T,S, IOB-01-07 I RYJ7MY ~ 1224A
B5
B5
BS
- _. _
- -
-
_-
65 -
BS _
~ - _
BS
- -
BS -
-
B4 _ Y
- -
B3
83
83
B3
B3
93
83
B2
.._ --
,,
-
az -.
-
~... ---
--_._...
-
B1
„" ~ .,~-
_-- __
B _ -
I -
-_....-~
-
A1 ~ __
A
J22 I I,I
- ~ ~ -Cj_
~,
J22
Jos Truss
f224A A
Tne Truss Co., Sumner WA! Eupane OR, DNL
X2-0 ~ f_ 41-12 _
2-0-0 41-12
~~:
4-1-12 54-13 , -K - _ .., ..
54-13 5-4-13 o-t-12 a-p0
Plate Onsets (X.Y). (2.0.2-12.0.1-0j, 13:0-1-12,0.2.8[, [13:0-2-0,EdpeJ. (23:0-24,0-2-BJ, (24:0-2-4.0.1.8]. [27;0.2-12,0-2-0)
LOADINO(ps!) SPACING 3-0-0
TCl L 25.0 Plates Invaese 1.15 CSI
TC 084 DEFL In (bc) I/detl Ud pLATpS OR1P
V
n
LL
-0
0
TCDL 8.0 Lumber Incmese 1.15
BOLL
BC 0.28 (
e
)
.7
29J0 >999 360
I MTTO 1851148
VeA(TL) -0
19 2330 >g
0.0 Rap Stress InrJ• NO
BCDL Y.0 Code IRC2008RPI2002 WB 0,9.5
(Meln:) .
p9 240
~ HOrz(TL) 0.04 28 n/e rJa
I
LUMBER I Welgnl: U5 b
TOP CHORD 2 X 4 HF No.2 'ExcepC 9RACINO
T2 2 X B HF No,2 TOP CHORD 3-5-8 Oc Wackg
k30T CHORD 2 X 4 DF 2400E 2.0E (Swlt;.ned h[xn sheeted Spacing > 2-0-0). Except
WEBS 2 X 4 HF/SPF SIUArSTD 3'5"0 OC breong- 2-13
OTHERS 2 X 4 HFISPF SwdISTp 5'10-0 oc Dradn9' 13.24
5-11-0 oC Oratlnp: 5$
g-0-0a bradrg: 3-5, 812, 12-18. 18-21, 21-23
10-0-0 oc bmdng: 1-2, 2425
B07 CHORD Rtgid ceiling directty appted or 8.0.0 ec bradng.
REACTIONS (Ib/size) 2=1378/0-3-fi 28.2pg3/0-3_g JOIp(TS 1 Brew at Jqs): 13.8. 18, 12, 5, 21
Max HorzY-92(LC 6)
Mex UpItR2=-275(LC .5;. 26=-375(LC 8)
Continued on page 2
Tnss typo ~
;Dh Page 1 Df 14
Ply ~SaandDuiR Homes- / RYY4dY
DUTCH MASTER i1 ~ 1
JoD Relorena (opdor>aq
8.500 s Her 8 2d07 HRek IrMuatrfea, Ina Tftu Aup 02 10.13:J3 2007 Pape 1
9-8-9 1411-7 244
4
.
248-0 2&8.0
54-13 5.413 54-13 41-12 2-0-0
Scale • 1:48.3
3x5 =
13
M
N
5 ~~
\~~ ,.1 z ~~JI- 1
i'_ '~ -_
:~ ,I~ ~ x
%' kr a~nt~ .,. .iL
.17r1'v,~l.~'''
r_X1r,tiES 12/1di0$~
08/02/2007
~~~
theTRUSSr_o (roc
~`•~" dV.ticY JVb24 JUS24 Jz1 = aid = JUS24 4x12 c JUS24 JUS24 JU$24 JUS24
JUS24 JUS24 JUS21
Jon Truss rn,ss r , , Page 2 of 14
~'pe I Oiy PN SoundbWlt Homes / R W~.IY
1224A ~ A DUTCN MASTER !T ~ 1
Job Rrhnante loplbney
Tha Truse Co.. Sumner WA I Eupena OR, ONL 6.500 s Mar B 2007 MITek IrWUSMes, Inc, Thu Aug 62 10:15:332007 Pape ?
LOAD CASE(S) S)ergard
t) RagWOC Lumber Increase=1.15. Plala Increase~1.19
Unilonn r~Bd9 (pir)
Vert: 1-3=99, 3-13=99, 13-23=-99. 23-25=•99, 2-24~2T
Concenhated loads (Ib) -
Vert 30=5(F) 28-5(F) 3~-25(F) 3a=,25(F) 35=-4(F) 36=5(F) 37-•5(F) 3B=-S(F) 39=5(F) 40--5(F) 47=b(F) 42-1i(F) d~5(F) 44~(F)
till) \. ~ $~
~~ - '-.~
llsj.'
~(j• t. yon,r
oeloznoo~
~,~
,,~ ~~~ z
~~
theTRUSSco rNC.
Jah truss Trwa Type ~ ~ - Page 3 Of 14
'~' '~1l ISoundDWl Nomes 1 RWiMY
7224A At FINN i2
i 1;
The Truss Co.. Sumner WA! Eugene OR. DNL Job ReMrence (dptbnary
0.500 s Mer B 2007 MiTNt Induseies, Inc Thu Auq 02 tp15:34 2007 Pegs 1
I- 0 0 1 --&~-10 _ 12-3-0
2-0.0 --~ S-7 8 17-10-6 2,2-6-0 X28 6-0~
6.7-10
57-8 6-7-10
2-0-0
Scale ~ 1:45.0
4x4 =
4
f$
_.. °F• - 3x5 = 3x4 c 2x4 ~~
r 8-813 _-- 76.4-10 20.8-0
148.0
8-8-13 7-7-13 41-0 4-0-0
LOA DING (Ps0 $PACINO 2-0-0 C$I DE
TOLL 250 Platra9 Increase 1.15
TC 0
58 FL In be Vdell L/d
( ) -
PLATE$ GRIP
.
TCOI. B,0
Lurnberlnueatw 1 15 BC 0
40
' Vert(LL) -0.07 &11 >A99 360 MT20 165/148
.
BOLL 0.0 Rep SNass Incr YES WB O Vert(TLj -0,18 9-11 >999 240
.SD
BCOL 7.0 Coda IHC2006/TPI2002 (MeWx) I Haz(TL) 0,03 8 Ne Ne
LUMBER '
wegm 95 ro
TOP CHORD 2 X 4 HF tJd.2 BRAGNO
80T CHORD 2 X 4 HF Na.2
WE TOP CHORD SWChral wood sheaWng dlrxtly apptlod or 4-46 oc ptulins.
BS 2 X 4 HF/SPF ShxYSTD BOT CHORD RIgW ceillrp diroclly applied a 10-0-0 oc brecinp, Except:
8-0.0 oc trednq. 8-8.
REACTIONS (IW&ie) 2=90010-3$, 8=13?2/0-3.8 '
Max Hor[2--82(LC B)
Max Upllft2=-140(LC 5), 8=247(LC 6)
FORCES (Ib) - Maximum CompressgNMaxlmum TensJOn
TOP CHORD 1-2-449, 2-3=1427198, 3d=-1075!130. 45=-6gtIB4. Sa=-332l95t
8•.7=0Ng
00
,
T CHORD 2-t2=-7011 234, tbt2=101/1179. 70.11=$639, 9.10=6,839. &9=4325
9.8=-79813B~q
WEBS
.
311=-427/114, 411=44!518, 4-9=210/69, 5-9=013 11, 5-0=-785fi/317, 3.12--4178
NOTES (9)
1) Unbalanced roof live loads have DeM considered for IfYS dealgn
~
2) V14M
. ASCE 7-05; 85mph; h=25fF, TCDL=4.8pat; BCDL=4 2pah Category il; Exp B. enUOSOd; MWFRS gable end mna; cantllavar left and rfyM expo8ad ;end
vertical left end right exposed; Lumber DOL=1.33 Bela nnn fXlt -i ao
LOAD CAS£($) Slantlard
(FFII-SS) format.
,~~17 ~` ~-F'
yr
Q- s- .M tel.
r +
f lx
~r~ ,, ro;?tr v
~j -Fk7c(twt` L1
tilr~.y:1t . F-''
~x.Pirt! 5 .-j2;1arOS~
08/62/20x7
.n?,
..ft m.~1,2»~
theTRUSSco. TNC.
~~ TN9a TfU99 iype
1224A 9 STUDDED TR
Tna Truss C4. Sumner WA / Eupsxre OR, DNL
aY :PTY Soundbuid tlomas / RW/MY Page 4 of 14
1 1i
Job Rahrence (opllorset)
8.500 s Mar 62007 Mi1ek InWSbfes. Inc. Thu Aup 02 10:15.35 7007 Page 7
~2.0~01 6.8-6 ,__~-_ 12-4-8 17-8-0 22-7-f0 28.510
35-D-0~p
2-0-0 6-6.6 5-f0-1
5-1-10 5-1-10 _
~
5-10-1 &6-0 2.0-0
Scale ~ 1:74.5
3x5 II
y,p II 3x8 II 3x8 II
5.00 12 3x6 It 3x8 II
9 3x8 I I 10x12 ,
6 10 3x4 ~ .
4x6 , 7 11
8 12 3x6 II
3x8 II
3x5 , 5 13 3x5 ~ 8x9 II
S 1 14 3x5
2x4 O 4 / 41 15 3x8 I I
18
/ 48 3x8 II
_f
3 ,W g g 17
/
2 l l
S B 16 19 3x6
2
2x1 II 3 II 6
~i
O1 - 4 II 3 II ~
-
~
L% ® -
3x8 ~ -
2x4 II 2x4 II 21r
~d
33 47 48 32 31 30 29 28 27 26 25 24 23 22 4x8 ~
3x1 = 4x6 = 5x5 = 2x4 I I 3x4 = 2x4 II 2x4 1I 3x5 -
2x4 I I 2x4 I I 2z 4 11 2x4 I I 2x4 I I 2x4 I I
2x4 II
2x4 II
i 8-1 t-0 17-&0 28.1-0 2q-~-4
350-0
8-11-0 6-7-0
8-7-0 __~
4S4 &S12
Plate Offsets (X,Y); (2:0.2-15.0.1-6(, [8:054,0-0.81, p:0-51,0.OAj. 18:0.51,0-0At. (10:0-Sd.04-8J. [11:05.1,0-0-Bj, [7?:05,0-0~BJ, 113:0-4-12.Edpej, [14:05.4,0-OEJ, 115:65~,0~1}8J, (17:0-2-12
(16:0-5-4,0-0~A1
119.0.51
00-4j
0.0.8)
(2p:0.2
12
Ed
a
20
0A
2
0.
,
,
,
-
.
p
l,1
:
-1
,
2.0], [31
.0-2-0,D•01). (32:0-2-0,0.2-0j .
,
LOADING(psf)
TCLL 25
0 SPAgNG 3-0-0
P
T~
DEFL ~ ~~) Ilde9 PLATES GRIP
~
.
TCOL 8.0 lates lnrfoase 1.15
C 0.94
Lumber tncreasa 1
15 ~ BC
Ve*t(LL) -0.25 3233 >%3 I
380
MT20 165/746
OCLL 0.0 .
1.1>D
Rep Stresslrxr NO WB 0
54 I Ven(TL) -0.42 233 >569 240 i
BCDL 7.0 .
Code IRC2008/TPI2t)02 (Melrix) I MorZ(TL) 0,04 30 Ne
~ n/a I
WefpttC 2201D
(UMBER ~ i
TOP CHURD 2 X 4 HF No 2 BRACING
BOT CHORD 2 X 4 HF N42 TOP CHORD 3-2.12 oc bracing
WEBS 2 X 4 HF/SPF Slud/STD'Ezcept' (Swdched fran sheola4 Spednp > 2-0-0). Except:
W3 2 X 4 HF Nd.2, tN5 2 X 4 HF No 2 33-0 oc braanp: 2-9
OTHERS 2 X 4 Hf/SPF StudSTD 8.0-0 oc bracing:9-20
tc-D-o oc Ixaang: l-2, 2x21
60T CHORD Rigid rslTinp dirxpy applied or 53-0 oc braring
REACTIONS (Ilt/size) 2=135983-8, 2fr42D16-8.4, 30=8ggr8-g-q. 29=1A5(8-0-4, 28=1134/6A-4, 2%= 1506(661, ZOW29ry$q eat Jt(s): 9. 34, 37, 40, 42
Max Ho22--118(LC 6)
Max Up4}Q=-219(LC 5), 26=-86(LC 6). 30=-88(LC 5). 26=-77(LC 5). 27~-49(LC 8}, 20=-161(LC 6)
Max Grav2=1350(LC 1), 26=824(LC 10), 30~64(LC 1), 29=195(LC 1), 28=1134(LC 1), 27-508(LC 1), 20=573(LC 10)
FORCES (ib) - Meuom~m Compressiort/AAexlmum Tension
TOP CHORD 1.2=0174, 23=-2091/124. 34=1856/184. 4 5=1 5341192, 5-0=-311/U8. &7=1 8 811 53, 7-0=•148/180, 8-~-138/154, a-1~-221/150,
10.11=-237Y 55. 11-12=277/148, 12-13=158/114, 13-14=01858, 1a-15~J978, 15-16=-8815, t&1 7=-2 0182 5, t7-18•-171813, 1&19>-28/593,
t9-20~-84/565, 20-21=0/75
BOT CHORD 2.33=-201/1810, 33.47=-001939, 47.48=-86939, 32-q8=-8 019 3 9, 3132=-001/141.303?=.901/141, 2930=A301/141, 28-29=-901/141,
27-28=-9IXLt41, 28-27=-0001141, 2528=513!07, 24-25=-513/07, 23Q4=-519194, 22-23-519194, 20.22=-519!84
WEBS 3-33=-556/1 B7, 533-23/853. 5-37=-1140(223. 3637-1081!211, 38-30=-1094!217, 323D~-1101/211, 3234=-46/73, 32.35-78/1502,
3518=A38/7506, 38.40--71/1524, 40.41=-09!1471, 1 3-4 1=-6317 343, 13-42-•112219, 42.4.x-097256, 28.43-125!317, 28.44=711/101,
1714=-671/98, 3546--15/14, f0-46=-29/51. 7JB=-1918, 837=-1682. 11-38~-278. 1210=.574187, 39-05=•2118, 8d5--43/43, 30-4-050/84,
29-41-198/10. 13-28--110787, 14-42=444/57, 2742=-453n0. 15<3=e31'i2.2514=-7/54, 17.24=01119. 1&23=48.4, 19.22=-20110.5,
3A45---1119, 34-4t>=-14/4
NOTES (11)
t) Unbalanced rppf live loads have been considered for tt9s design.
2) Truss desgned for wind Toads in the pWne a the Wss Doty Fa studs axposod Io wind (normal to the face), see MiTeM "SlandaM Gable End DetaN'
3) This Truss has been designed bra 50.0 gel balnm chord hve load norxnncuronl wlpl any other IWe loads.
4) This ln,ss regr/res plate inspection per the Tooth Coum Melftod when Nle Wss is chosen fa quality awurence Irsspecpon.
5) Geblo aluds spaced al t-A-O oc,
6) 'This Inks hA9 Deen dosigned for a five load of 20.0p91 On 6se bottom Chord In ep tares .Mere a rectangle 3$0 !all Dy 2-0-0 wide wig B1 between file DottOrrl
shad and any other membors_
7) Provide mechanical correction (by ott)as) of Isusa to bearing pL71e rapablo of wlthsterxNng 210 D uPllfl at Join12, 8B Ib uptlR at Jolnl 28, 86 Ib up6fl a1 jdn130, 77
Ib upllfl at Joint 28. 49 ro up110 a1 jo1n127 and 187 ID uptlfl al pirx 20.
6) Thls wss is designed in accordance wi6r pta 20061nternetional Rasldartpel Code 9BCU0ns 2502.11.1 and 2002.762 end referenced standard ANSI/l'PI 1.
91 Design assumes 4x2 (pat orterdatlm) punlns el nc sparing Indicated, lastened to trues TC w/2-10d nails.
1U) This truss rs designed 1a a creep factor d 1 25. white Is uso0 to calculate the total load Oepectton the bsiWnp designer shell veaty Ulel !his parerreter ats wIM
the Intended use of TMs caltponenl
11) All dimensions are guar in foal xsdtes-sixteantns (FF~11-SSl format.
LOAD CASE(S) Slendard
:x(`q:c '2(1410$__-1
06/02/2007
\~ r 'F 1s17, 9~
~ I
~ ~ -
I ~. ~4:rr ii
mil,-), ~rs'lty:r~ ~.
!R'ARNING:-VERIFY :SI .N PARAAIETERS .4N9 READ ALS.NOTEti QN THIS TRLiCS DRA~1'INC N0T .G ftEE'r?RR ficc i
Design va8d to use with Milek connectors, iht, design ¢ based only upon parameters shown and a for an Mbidtlal txAlding mtnpotlrx9 to Do ktstaped and loaded - 1
vertlcapy. AppACaD811y of design parameters and proper incor+laapon of component is r6sponsldtpy of bWldinp dL>slprter. Bradnp Shown IS for S~eral support of individual >:'_ ,
web members Dory. Additbnal temporary Drac`ng b Ensure slabNily during corlswcpon Is the resprxtslMiry of the erocror. Addllbnal permanent Mating of the oweraU ; i
swctue is Ule responsiWpry d the bupdYg deslgrmr. Fa general pWdarxe regaroing fabrtcatbn, gtrellry control, storage delivery erector and " ~' ' ~ °"-
bracing cnnstm ANSUTPI t
Oualtty Crfterla,DSB-89 and BCSI 1 t3ullding Component Safoty Infortnatlon ava8ab(e from Tns55 Plate Instltule, 583 D'On01rb Drn~e, Madison, WI 53719 thE'TRUSSC:O. INC.
J°6 Truss muss Type -
.~ - Page 5 0(14
S
~f''I
122aA Y I
Wndhisll Homes I RYVIAAV
Bt SCISSORS ~2 ~ ~
1~
the Truss Co.. Sumner WA I Ecgerp OR. DNL Job ReHrertce (oplwneq
8.500 s Mar 8 2007 M~7ak lnduslrles, Irtc. 71x+ Aup 02 10:15:38 200! Pe
1
1-~-a--~ ( 6-`3'9 f 11-10.12 _ I 17-e-0 17,1-0 21-1-1 pe
2&11.1g
29 9
2-0-0 8-9-9
5.1-3 5
7
4 ~-r-----I ~
-9 35.0-0 37-0.0~
-
- 0-5-0 32-7 41413 3-9-11
s-2a z-ao
Scab =1:82.5
6x5 It
I 5,00 12 8
3x6
3x4 ~ 7
3x5 5 s Wy W7
` 3x4
3x4 sq ~ 8
4x8.
3 W9
B ~q ,
~ 0
/ 8x10 = 1
2 % /
2.10.4
14 A
-~-- - ~_. ~--'-irr- 3x6 , ~
11
13
3x8 - 20 tB 18 3x4 z
121$
17 18 2.5012 4
9
2x4 II 3x5 =
6x10 =
2x6 II x
a
6-9.9
5.1-3 ~
6-0~ - ~..,,-~. a5•D•D
5
3
Ptete onsets (X,V): [2.a.s-2.x1.8). [11 ~a2.1,Etlgej, [ts;o~-e.oJ
-a). [
160.1-9,o-2-a) -
-11 410.3
6.11-2
LOADING (psi) SPACING Z.Q_0
TCLL 25 CSI '
DE
0 Plales Increase 1.15
TCDL 8
0 TC 0.77 FL
Vert(LL) In (IoCj VOM L/d PLATES GRIP
-0
66 t6 62
.
Lumber Increase 1.15
LL 0
0
S
R 8C O.B2 I
!
Vert(TL) .
6 36D M720 1851148
-1
2
5 16 '333 2
.
ep
lress Incr YES
BCOL 7
0 C
W8 0.85
Haz(TL) .
,
40
0
59 ti N
.
ode IRC2008/iP12002 ~
(Meldx) .
a Na
LUMBER I We1gM~ 160Th
TOP CHORD 2 X 4 HF No.2 BRACING
BOT CHORD 2 X 4 FIF No.2 'Except' TOP CHORD Shuctural wood sheathlrtg direc0y eppRetl or t-10.8 oc pudlrls
'B
B3 2 X 4 tIF i85of 1.5E
WEBS 2 X 4 HFJSPF OT CHORD Rigltl caillrtg tlinx9y ~piie0 or 2-2-0 oc hradrtg. Excopl:
0
Slud/$TD 'Except' 1
-0-0 oc hraUng 15.17. 6-15
Wt2 2 X 4 HF No.2 JOINTS i Broce at JI(s): 15
REACTIONS ptYelze) 2=1545/03.8, 11=1555/0-S.B
Max Ho22=80(LC 5j
Max lIpM2=-175(LC 5), 11=-175(LC B(
3)
4)
5)
LOAD CASE(S) Slarxlard
(FF-IISSy format
II: Exp B; ondosed; MWFRS pede end zone; rmtUlever b11 arttl riphl exposed ; erq
~~. ,~: ...I~. J ~
i -~
~-
~ -
x ~ - -.~
~~ ,i. 330f.' .Y.•~
17~tti.at.~~
E?,1',T?~,~ 1zr'1d1Qs
08/02/2007
<L':~~ ~
~~a.m,
theTRUSSco. rHC.
Jdb Trusa
TnuaType
~Oly Page 6 of 1 a
Wy .$OiuxLrdRHOmes / RWIMY
1224A 82 SCIS$OR$ I
)3
1
The Truss CO., Sumner WA 7 Eugene OR, DNL I Job Ralerence (optlonel)
8.500 s Mer 82007 MTek IrMwMm, Inc. Thu Aup 02 10:15:37 2007 Page 1
1 .2.0.0 ( &9-9 11.10.12 ~ _. 77.8-0 17 t -0 21-1-I 25.11-14 29-9-9 350-0 3
2.0.0 6-9-9
51-3 5-7-0
0.50
3.2.1 7-0-0
4-16.13 39
11
.
52-7 2-0-0
st~1e-t~6zs
4xs u
5.00 72 8
3x4 0
3x5 ~ 5 Wq
3x4 ~ 4
3
W72 8:
I'1 / 2 ~\
a L'
3x8 = 20 70 18 t7
224 ll 3x5 = dx10 = 2x4 II
3x4
7
W7
3x4
~ 4x8
W9
9 at4 a
= 10
p.q~ t4 '~
3x4 = 13 it
~ tzt~
3x4
78 2.50 t2 4~ a
6-9.9 St-3 64.4 53.11 4-10.3 6-11-2
Plata oBaets (x,v): (z:o-0-2,a7-x(.111 a-z-i.eagl~, (is:or-B.a3-o(. (ieo-7-B,az•ol -
LOADING(P~) SPAgNG 2.0.0 CSI DEFL In iJoc) I/dell Ud ~ PLATES GRIP
TCLL 25.0 Pkles Inoease 1.15 TC 0.T7 vM(LL) -0.66 78 >828 380 ~ MT2lt 1851148
TCDL B.0 Lt»Iber In4e86e 1.15 RC 0,92 ~ Van(TL) •1.25 16 >333 240
BCLL 0.0 Rep Stress Ina YES W9 0.85 Horz(flJ 0.59 11 Na Na
BCDL 7.0 Code IRC2WE1/TPi2002 (Matrix) I Weight 150 b
LUMBER BRACING
70P CHORD 2 X 4 hlF No.2 TOP CHORD Stvclural wood sheathing dfreclly ePPl~d a 1-108 oc putrns.
BOT CHORD 2 X 4 HF No.2'F-xtepr BOT CHORD RIg1d ceiUng dredly applied of 2.2-0 oc Dradnq. Except
B3 2 X 4 HF 7650E 1.5E 10.64 a Dredng: 15-17, &15
WEBS 2 X 4 HF/SPF Stud/ST0 •ExcepC JOINTS 1 Brava at Jt(a). 15
W727X4HF NO.2
REACTIONS (IWsize) h7545/0.3-8, tt=/565/OS-e
Max Hoag-80(LC 5)
Max Upldt2=-775(LC 5), 1 i=•775(LC 8)
FORCES (Ib) - Melamum CamPreesbrtlManmum Tenwon
TOP CHORD i-2=0/48, 2-3=-2 98 8170 2. 3-4=2 45 111 71, 4-5=-2335!188, 5~8=-35611180, 8.7=-355?7764, 7-6=-.4552/186, &~~504Hr250, 9-16=5075f241. 10.11=5250302, tt-t2=0f47
BOT CHORD 1517=0/110.8-15--488385, 1415=-573918, 13 1 4=7 28144 8 7, 71-13--21014624, 220=-18112664, 19 z0=-181/2664, 18-19=-161!2664, 17-1f1=-8116, 18-17=0A
WEBS 3.20818. 3-1£P-543/67, 518=1050760. S75~I1075, 7-75=7381151, 1-11=581586, B•14=508/125, &13=0!225, 10-13=-120!94, 1518=1178577
NOTES (10)
1) Unbalanced rtx)f hve bads hav0 been ctlnsidered for Ibis design.
2) VNntl' ASCE 7-05; 65mph; h=-258: TCpLW,Bpsi, 13CDL=4.2psr Category II; Exp B; enclosed; MWFRS gale end zoro, cendleverles and right exposed ;end
vertical raft and dght exposed; Lumber pOL=7.33 prate gr{p pOL=1.33.
3) Thls truss has boon Aeslgnetl fa a 10.0 psi bolbm dtortf Uve bad nmeorxxarOrlt with any other live loads.
4) Thls truss reQUlres prate rnspectlon per Iha Tooth Count Method when lh+s truss to chosen to qu~ity assurance dispeclion
5) • This buss has been designed far a Ilve bed of 20.Ops1 on Ne bo0om chard In NI areas where a reGengle 31x0 tall by 2-0-0 wide will H DeMroen the bolbm
chord and arty other members,
10) All dlmensbns ata glvt
LOAD CASE(S) Standard
\~~ ` I S~
~~- ~~\ ~ 1.77•;9 ;
`\ - - ~ .
-- t.r .
r
J
tJ~ ~-, J47t7 -~;
+klV;il E'~
:.Xt:°:R:$ 127 .4/0S~
08/02/2007
~~'~rr
„t;',F. ~.r~
theTRUSSco wc.
Job muss Truss Typo ~
' O
:
~ Page 7 of 14
7224A lY PIY
SoundbuNt Homan / R WiAAV
63 'SG SSORS ~
The Truss Co., Sumnw WA! Fygane OR
ONL I7 I
IJob Reteran
1
tl
, .
o (op
orul)
8.30D s Mar 8 2007 MITek IndusV7ae
Inc
Thu Au
02 10
13
I
2 ,
,
g :
:382007 Page f
( -
-~ ' S-2-9
~-
--t-
9'~ 13-f415
-
17-fi-0
1
21
1
2-40
5.2-9 --
3
9
0 - -
- 25-11-12 29.9-7
~-~
37.0-0
-
.1 d-1412 37-1 37-1 4-f0-12 3
9
10
-
.
5-2-9 2.40
Sole=f825
4x4 II
5.00 t! 7
3x4 , ~4
8 0
WS yy7
3x1. d
4x6 , 3x4
2x4. 5 MrJ 9 4x6
d W9
3 /~ ~ 1D 2xa ,
j ~ tt3 11
/ 8x6 = o
2
~ 17
3xd 15
~1 !/ 18 3x4 s 12 rr
r' 3x4: , 4
4x9 =- 2.50(12 3x4 , 13r$
dx8 ,
6.11-4 - 4-10.2 -~ --" - cow-u 35-40
5-0-10 5-0-10 4-142 8-11-4
Plale onsets (X.v): (z:o-2.7,Edge), (7z:a2-7-Edge]
LOADING(psQ SPAGNG 2-0-0 C5a .
TCLL 25,0 Plalea Increase 1,75 DEFL k7 (lot) I/tle8 Ud ~ PLATES GRIP
TCDL 8.0 TC 0.75 Vert(LL) -0.77 1B >538 360 i MT20 185/748
Lumbar Inaease 1.15
BOLL 0.0 - Rep StmBS Incr vES ~ 0'~ Ven(TL) -1.38 18-17 >304 240 '
BCDL 7-0 Catle IRC2006RPI2002 (~ ~~'~ HOn(TL) 0,83 12 Ma n/a
Welght 132 6
LUMBER
TOF CHORD 2 X 4 IiF tJO.2 BRAgNG
BOT CHORD 2 X 4 HF 1650E 1.5E TOP CHORD SWCfurel wood ehae0xng dfreWy ePPilad or 1-1 /-3 a punlna.
WEBS 2 X 4 HF/SPF Stud/STD •ExcepC BOT CHORD Rfgld taping dredly epplktd a 10-0-0 oc Oraci7g.
WC2XdHFNo.2
REACTIONS (Ib/size) 2=1529!05.0, 12=1529A1b-8
Mau Horz2=-79(LC 8)
Mex UpY1Q=-198(LC 5), 12=-tee(LC 6)
FORCES (Ib) -Maximum CanpresskmlMexlmum Tension
TOP CHORD 1-2=0147, Z-3-5147!430, 3~-X950/375. 4.5=~49Q7l3B4, 5.8=447&341, 8-7=-3453!222, 7.8=3453/227, &g=4419/282, 9-10=-4927/311, 10.11=~95N301, 11-12=-5747/380, 12-13/47
BOT CHORD 2-18=470/d720, 17-18=312ld558. 7 8-1 7 0-2 0.713 025, 15•ifr--119r3B25. 14-15=100!4550, 12-14~-2134/4720
WEBS 7.16=1252392. 3.7 0=-7 28106. 0.78~0/2d7, 0.17=511!120, &17=;,5/558, 618--7287754, &18=72&155. &15:56!558, 9-15x-511/122, 9.14=0217, 17-14=128!91
NOTES (t0)
7) Unbalanced roo! live load: have been consirlerod for Ihre tlasgn
2) Wlntl: ASCE 7-05: 85mph, h=2511: TCDL=d.8ps1, BCDI°4.2ps7 Category b; Exp 8; enGosed; M WFRS gale end zone; mn7dever Ian and ngnt exposed ;end
vertkal ien and right expose0; Lumber L70L=1.33 peio grip DOL=1.33.
(FF-II-SS) lormel
LOAD CASE(S) Standard
7.
~,
:,-,~: • -
1, ~~;
~ J u
>ti
~XP;i~r.c 121td!(S~
osroznoo~
:r~~
theTRUSSco. rrlc
boo Truzs Truss T e Page 8 of 14
~ 'Dry :Py 'SaundbuHl Hynes / RWMIY
t224A B4 STUDDED TRUSS ,1 ~ 1
The Truss Ca, Sumner WA / Eugere OR, DNL 'Job Relerenw (optioneq
0.500 s Mar A 2007 MITek Irltlustdas. Inc Ttw Aup 02 10:15.392007 Page 1
F 2~~ 6-0.5 12-0 17-0.0 22-7-10 28571 3&0-D 37-00
z-o-o 6.6-s s1o-2 s1-1o s-1-7o s1o-2
6.8-5 2-0-0
Scale • 1:01.5
5.00
4x4 =
8
71.1
rxo
8-11-0 &7-0 8.7-0 8.11-0
Plate 08sels (X,Y); (2:0.1.10.0-0.2], (10•.0.1-10,60-2] - -
LOADING (psf) SPACING 2-0-0 CSI ~ DEFL In (lac) Urkq L/tl ~ PLATES GRIP
TCLL 25.0 Platos Increase 1 15 TC 0.48 ~ Vert(LL) .0.35 14-15 >989 360 MT20 185!148
TCDL B.0 Lurtter Increase 1.15 BC 0.74 I Vert(TL) -0.58 74-15 >709 240
BCLL 0,0 Rop Stress Ina YES WR 0.77 lbrt(TL) 0.17 }0 Na Na
BCDL 7.0 Cade IFtC20tT8RP12002 (Matter)
LUMBER I Vvwgltl: ti341b
TUP CHORD 2 X 4 HF Nn.2 BRACING
80T CHORC 2 x 4 HF No 2 TOP CHORD Shurttaal wood snealhlnp diretlry applied or 2-a8 oc pullns.
WEBS 2 X 4 HFlSPF StW/STD ~ BOT CHORD Rlpid cellinp tlireUry spelled a 10-0-0 oc bracing.
OTHERS 2 X 4 HFISPF SWdISTD '
REACTIONS (Ibhizo) 2=16091OS-0, 10=1t~/0-5„p
Max Horz2=80(LC 5)
Max UpOft2~-168(LC 5), ta=198(LC 6)
FORCES pb) - Meximurn CompressloNaAaximum Tension
TOP CHORD 1-7--0150- 2J=-3173/246, 3-0=-?8321212. 4-5=-2755/227, 5.6=2001!188, &7=20011188, 7.8=,27551227, 8-9=2832/212, 8.10=3113248, 70.11=015D
BOT CHORD 2-15=-224/2779. 1551--132/2757. 5152=132/2257 14-5?=-732/?257, 1314--712257, 13.53~77l2257, 5354=-7112257, 12-54-71/2257, 10.12=144/2778
WEBS 3-15=-357!123. 5-15=-7524 5.14=.891/140.8.14=-68/1155, 7.14=-6911740, 7-12=-15x524, 9.12=!57/723
NOTES (11)
1) Unbalanced roof live beds have been considered for lMS design.
2) Truss deslpned far wind loads In fhe plena of the truss Doty. Far studs exPtnad to wind (normal to the face}, see MRek "Stargard Gede End DetaiP
3) Thls truss tees been tlesigned far a 10.0 psi botom chard live load nonconwrrenl with arty other live loads.
4) All plates are 2x4 MT20 unless dlxdrWiae Indcaled.
5) This Truss requires plate Insppchon per the Tooth Count McBWd when rots Iruas is chosen for quelty assurance Incpeclbrt
6) Gnae duds spaced a12-0-0 oa
7) • This Truss tlas been desJgned for a live load of 20.Opsl on Rte bottom chord in all areas wtlore a ractanpW 38-0 tall by 2-0-0 wide will fN between 81e bottom
chord and arty ollier membara.
B) Prowde mechenbol connectlon (by others) d Truss W beennp p7ele capeWe o/ w101standing 188 Ib upiM at font 2 and t BB lb uplih at jdnt 10.
9) TMs Truss Is tleslpnee in aaortlance with Rte 2003 tntemafanal Realdentlel Code satlrons R502 11.1 and R002.10.2 and referenced stentlerd ANSIRPI 1
70) This Uruss ~s tlas:pned br a creep facia d 1.25, which Is used to cairrrlate Na total coed denectlon. The bu11dn0 eesipnaz anaH venty that this parameter 8b with
the mter.ded use of this ramponeM
11) All dimensions are gwen rn leaf-Inches•s?xleenUS (FF-II-SS) tamet
LOAD CASE(S) SlandaM
v~l~ ~ .I-}'Y
+- ,, ,x .1~-y,' ~
-~-
r: e n
~_
3;1T1j~:ll t'~~~
SxpiRt'~ 52114iras 1
08/02!2007
~a
.rn
theTRUSSco- tNC.
' 3+14 " 3x8 = 3x5 = 3x4 =
'IOb Truss Truss Type
Q Page 9 of 14
1224A b .Ply SourMbuill Nomea 1 R WMIY
% MOD. OUEEN
Tne inks Co., Sumner WA / Eupona OR. DNL
~ 9
~ f 1i
I Jm Rehnnce (optlena~
9.$00 s Mar 82007 M
Tek Ind
d
2
0 i
usl
es. Inc Thu Aup 02 70:15:402007 P+pe 1
.
'
-0 6.8-5
_
• ---~ 12-4-e
17-0.0
22J-10
28
2.0-0 fi-B-S 5-10.2 5-1-10 -s-11 35-0.0 37-0-0
5-1.10 s-1az s-s-s 2-ao
`' Scale = I x91.5
4x4 =
5.00 12 8
i($
8-11-0
Plate onaeta (x,Y): j2:o-1-10,0-0-2). [100.1-,0.o-o-zl
LOADINO(psf) SPACING 2-0-0
TCLL 250 Plates Inaoesa 1.15
TCOL 8.0 Lumber Inaease 1.15
BCLL 0.0 Rap Stress Inc YES
BCDL 7.0 Code IRC.2006/LPI2002
LUMBER
TOP CHORD 2 X 4 HF No.2
1307 CHORD 2 X 4 HF No.2
~~ 2 X 4 FIF/SPF StudISTD
REACTIONS (It>/size) 2=160810-5.8 10=1608!0-5-8
Max Horz2=80(LC 5)
Max Uplift2=-iB9(UC 5), 10=n 88(LC 6)
LOAD CASE(S) Standard
g7.0 8-7-0 - - - - -~- i
. s•11.o
C&
TC
0
48 DEFL
V in pddj ~Mefl VO I PLATES GRIP
lX; .
0.74 ert(LL)
VeR(TL) -03514-15 98G 380 MT20 185!148
-0.5B 14-15 >70p 240
WB 0.77 - HazjTL) 0.17 10 Na Ne
(Matr ix) ~
lMslgM: 137 ~
i
BRACING
TOP CHORD Smrcturel wood sheathing directly eppryod or 2.48 a prnins
BO
T GIOR .
D Ripld telling directly applied or 10-0.0 oc tracing
enclosed; MVvFRS pede end zone; ~ntdaver tan and right axpoaad ;and
~, f ._ i
v L '" _
..• { -r x
r:!
`Sits, '~!•7.crytiSi+" ~'.
,l,j~r>yAl .1;~t.
c`Yt-'~aC` 12!1410$
08!02/2007
i
.~'~~
'~3~
=~~~. ~
theTRUSSco tNc
3x4 < 3x9 = 3x5 = 3x4 = ~~
Jab Truss Truss Type
1224A BB
GABLE
Tne Truss Co.. Sumner WA! Eugene OA, DNL
-2-0-0 ~ !_ 17-8-0
2-0.0 17-6-0
5.00 12
~Diy ; PIy SoindbuUl Homos 7 RW/MY Page 10 of 14
~1 I 1
~ ,JOb Reference (optioneq
8.500 s Mar 8 2007 MiTak Indusptes. Ina Tnu Aup 02 10:1542 2D07 Pape 1
35-0-0 37-0-0
17.8-0 2 ~
Scale y 1:61.5
3x5
16 _
1 I•}
0
Plate Ortsels (X,Y): [8.0-1-2,0.1.6!. !78,0-2-8,Edgej. [24:0.1-2.0.1-6). (420.2-8,0-0.4!
LOADING(pet) SPAGNG 3-0-0 C91
TC;l 25.0 Plalas Increase 1.55 TC 0.54
TCDL B.0 LumDerlncfease 1.15 BC 0.15
BCLL 0.0 Rep Stress Inrx NO
BCOL 7,0 Code IRC20067fP1201>2 ~ 0.51
(Matrix)
LUMBER
TOP CHORD 2 X 4 HF No.2
1307 CHORD 2 X 4 HF No?
OTHERS 2 X 4 HF/SPF SludfSTD
REACTIONS (ID75FZe) 2=435735-0-0. 3a=435/35-0-0,45=115/!5-0-0. 44=155735-0-0.
53=181/35.0-0. 54=158!35-0-0, 55=559ldS0-0. 5B=188fdS0-0
35=1815.0-0, 34=159135-J.0 33=55p/350-0, 32=1881d5.0_p
Max HOrz 2=-120(LC e)
Max Uplrf2=-102rLC 51 3'>c.17vn r a..a ~~~~ ~ .. .~_ ..~.. -- _. .-
FORCES (Ip) -Maximum CompressbNMaxlmum Tensigl
TOP CHORD 1.2=043, 23=-124/36, 3.4=gp/52.4-5=-64x68, 5.6=-39168, 8.7=347103, 7-0=-34/114, 8-9=-91120, &10..34/538, 10.11=-34!155, 1 i-12-34/172,
12.13=35/189, 13.14=-35209, 1415==•Z2220. 15-IB--331198. 16.17=33/794, 17-1&=-22!215, 18-19=-35!198, 1&20.!51170.20.21=JM746,
21-22=34/721. 22-23=.34!98, 23-24=-fl/71, 24-25=-34185, 2528=34!50, 28-77=3513 3, 27.28-x'3/11, 26.29=X0/15, 2930~78r36. 3031=0/73
BOT CHORD 258=0/137, 55-58=0713Y, 5q-55~f137, 5354=0/137, 52-53=0/137, 51.527137, 50-51 ~r137, 4950=0/137. 489=01137, 47-46-Or137,
4847=01137, 4546=0/137, 4q--05=0/137. a3~4=D1137, 42~3-N137, 41.42=01137, 40-41-01137, 39-401137, 3839~/f37, 37-36-0/137,
38-37=011 3 7, 35-38=0/137. 34.35-0x137, 3334-0x137. 32-33=0/137, 3032~W137
WEBS 15-45=-94!0. 17-44=.9410, 1418=-101/33, 1317=-135!53, 1218=-+33/45, 11.49=-132145, 10-SOa-132/45, 9.51=132/45, 7-52=-13L45,
6-53=-132146, 564=-1 35745. 4-55=_115149, 3-58=-185746, 18-43=-101/33. 19.41=13&54, 20-40=133145, 21.39=•132/45, 2 2-38=-1 32 74 5,
23-37132/46, 25-313=132/45, 2836=.132148, 2734=.13&45, 2833=-118/49. 2g-32>_186145
NOTES (12)
1) Unbalanced roof Ilve bads hove DOan cansldered for this deergn.
1) Wind ASCE 7-05: 85mph. h=258; TCDL=4.Bps1; BCDL=4.2Psf; Category II: Exp B: enclosed; MWFRS gads end zone; can6laver IeR and rkJla ezpoaed ;end
vamcal 18x1 and right exppsed, Lunlper DOL=1.33 pl&e 9rIP OOL=1.33,
3) TNs W ss nos been designed fora 10.0 pat bdrom chord the load noneorlg4ranl with any doer Ilve loads.
S) A8 plates ere 2x4 M720 unless otherwise indicated.
i) This Truss requhes plate Inspection per the Tooth Count Method wlwl thls huts Is dlosen for puaitly assurance irspetlien-
i) Gatso requires contlnuous Dol(om chord Deanrlg.
')' Thie Truss has bee11 designed for a live load d 20,Opst an 810 botlom ctwrd In ell arses where a radenple 3-6.0 tan by 2-0-0 wide wpl R between tl1e Ddtom
chord and any dher members,
Il Provide ....,.w...-..,,a ......_ _ _., . .. ..
35-0-0
Verl(LL) -0
08 ~ 31 I~ 120 I PLATES GRIP
.
Vert(TL) -0.08 31 rVr 90 ~~ 185/148
Horz(TL) D.Ot 30 Na Na
I Weight: 203 D
BRAGNG
TOP CHORD 8-0-0 oc Dractlg
(Switclletl from sheeted: Spedrg > 2-0-0) Exlxpi:
fi-0.0 oc bradrg 2-18
16
30
,
-
10.0.0 oc bradng. 1.2, 30.31
BOT CHORD
JOINTS Rlgid ce8ing dlraaly eppiied or 10-0.0 a pradng.
1 Rrwra sx urtr ~a
d,e Inlerldod use of this - - ~ . _~. °. ~"'• " "•_" 1° o.cu'era ale Idm load denecttorl. The building designer ones veriy Ual This pararneser ros wan
12) Aq dlmansbns ere given is n fae~ ak~lessl>rtaenyla (PF-IISS) formal.
LOAD CASE(S) Standard
1 },
~ ~ •,~- /
~s P ~
;t ~ J - x
~. , :,po, , ,fir'
,17r7y:~t.~"
Ic;:r[R[S 12i14ji)$
0 8102 /2 0 0 7
~'
~~~>~+
~Lr
theTRUS$C4. (NC.
Job Trvss Truss Typo Qty ~ Ply Soundbuill komes I RwiMY page t 1 of 14
1224A HRt HIP RAFTER .2 - 7 ;
The Truss Co,. Sumner WA r Eupene OR, DNL _ Jab Reference (oplWnal)
' 8.~ a Mer 82007 Mi7i lndusldes. Inc Thu Aup 62 10:15:43 2007 Ppe 1
- -2-9.15
( 57-2
2-9-15 5-7 2 ~
I St91e 3rJ 3. i
3.54 12
T7
2
d
/~
V-U•IL 5-7 2 ~
LOADINO(ps0 SPAdNG 2~0-0
TCLL 25,0 Plates Increase 115 C81 DEFL In (loc) IPoe9 L!tl I PLATES ORIV
C
TCDL 8.0 Lumberlnueeee 1.15 T
0.81 Vert(LL) -0.W 2J >999 330
BC 0
00
T
BCLL 0.0 Rep Suess leer NO .
Ven(
L) -0.OS 2.3 >999 210
WB
00 Ho
TL
BCOL 7,0 Code IRC240BlTPI2002 ~'.
(
rz(
) -0.00 3 nle nta
Nrelght 10Ib
LUMBER
TOP CHORD 2 X 4 HF 1350E 1.5E BRACING
TOP CHORD SVuclurel wood aheamhg 6realy opplisd or 57,2 oc puA4r.
REACTIONS (Ib/slza} 3=124lMechdrocal, 2=42310-4-15 00T CHORD Rigid caNing dirac0y app{led or 14-0.0 oc bracing.
Max Horz2=70(LC 3)
Max UpIiK1=-20(LC 3). 2=-154(LC 3)
FORCES (Ib) -Maximum CompreulorllMaxlmum TenGOn
TUP CHOND 1-2/55, 2J=88!25
NOTES (8}
1) Wind; ASCE 705
BS
,
mph: h=25ft; TCDL-4.Bpaf. BCDL=4.2pst,
plate gnp UOL=1.33.
' Category II; Exp B; erwYOSed; M WFRS gable end zone; pntjlever fell end rgM exposed; and vertlcp left en0 right exposed; Lumber DOL=1.33
2)
This ln,ss has been deslgnod for a live load of 20.Ops1 on the Dodan dgrd m all areas whe
e a
3J Refor to grtdef(5) }or lnls5 Ib !Rl55 COnrleallan5. r
rectangle 3~8-0 tall by 2-0.0 wide wNl M belwien Ne DOtlartl chord and any dhef members
B) All dime nslMS are giver
LOAD CASE(SJ Standard
`~" ~, (~,
1 ~ /
ti, ~'~ J ~~
y -' /.
'Y - , 1-~
Q ti '9D+'..., K
,tl- .Tr ~~~tXt ~ `.
cv~~41~`i 1~:14/n
08/02/2007
~~
A~~~yr
~~t WM~
theTRUSSr_o. INc
Job
Truss
T274A J22
The Truaa Co ,Sumner Wq / Eugeno OR, DN L
Truss Type ~ ~ ~ ~ .Oty ~ Ply Soundbultl Homes / RWIMY Page 12 Of 14
JACK 2 1
I ~ JebRehrenrs(opfionep
B. ,00 s Mer B 2007 MRak IndustAec, IrtL Thu AuQ 02 1R i 5:a3 2007 Pags 7
Scale • 1:8.5
LOADING (PSf1 SPApNO 2-p{1
TCLL 25.0 Plales Increase t.t5
TCDL 8.0 Lumber inaeese 1.15
BCLL 0 0 Rep Stress In7 YES
BCDL 7.0 Code IRC2008/fP12002
LUMBER
TOP CHORD 2 X 4 HF Na.2
BOT CHORD 2 X 4 HFlSPF S7udl$TD
REACTIONS (Ib/slra) 2=287/p.3.8, 4=13ro-5-B. 3=-7/Meclranicel
Mau Horr2=54(LC 5)
Max UpMt2=-700(LC 51, 3=7(LC 7)
Max Grav2=281(LC 1). 4=33(LC 2), 3=T5(LC 5)
FORCES Pbl - Meximun ComPresyoNMexlmum Tendon
TOP CIIORD f-2=aa9, 2-3=-5a/5
807 CHORD 2~--piD
LOAD CASE(S) Slarldard
r-- .-~.-~ ~ --?~
1-11-11 0-0.5
CSI
TC
0.33 DEFL In
VerllLL) -0
00 (loc) VdeB ltl PWTEB GRIP
2 >g09 3
BC
O.OB .
Ver1(TL) -0.00 60
~~ 105/148
2~ >009 2n0
4V8 0.00 Horz(TL) -0.00 I
3 Na rTk
(Meld x) ~
WelgI1C 71b
BRACING
TOP CHORD
BO
C SaucWral wood shealMng direcly applle0 or 1-11-7 t oc puflns
T
HORD .
Rigid ceding directly epplad or 10.0-0 ec bracyTO.
`~T' ,,\'F 1s//~,~ r
~~ ` -'
T ,=~
!ty,.~r%.t-T 1:RY~~ ti`s
09/02!2007
f
the7"jtUSSco.1NC.
:9.5
i
1
LOADIN(3(ps~ SPACING 2-0-0
TCLL 25.0 Plates Increase 1.15
TCDL 8.0 Lumber Increase 1.15
BCLL O.D Rep Stress Ina YES
BCDL 7.0 Cotlo IRC200tNT P12002
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF/BPF SIudISTD
REACTIONS (IWelze) 2-29510-3-t1. q=27/MechaNcal, 3=7/Meclterycq
Max Haz2-5<(LC 5)
Mex UD9}t2--92jLC 5). 3=-7(LC 1)
Max Grav2=295(LC 1), 4~6(LC 2), 3=15(LC 5)
FORCES (Ib) -Maximum CtlmpressloNMexlrnunl Tension
tOP CHORD t-2=0/49, 2-3=-54/S
00T CHORD 2-4=0/0
,~, ^" ~~,~~e,~srons ern 9wen In »et-Yrches-elxleeMhs (FFJISS) fonret
LOAD CASE(S) 9tentlard
1.11-it - 2-0-5
CSI
TC i
0.93 DEFL in
Vert(LLI -0.02 Qoc} Udefl Lb ~ PLATES GRIP
2-0 999 300 ~
BC
030
Vert(TL) -0.03 MT20 185/148
2J >999 740
WB 0.00 Horc;7L) -0.00 3 n/a Ne I
(Matrix)
_ _ I Welghl: 101b
BRACING
iOP CHORD
BOT CHORD Strutlurei woos sheaming directly applletl or 1-~ 1.1 T oc pudlns.
Rigid ceiling dtecu
a
lietl
r 10
0
0
y
pp
o
-
-
oc 6racMg.
encloaetl; MWFRS gable end zone; caMYever left mtl rlpM exposed ; entl
Ih eny ether INe loads.
tosm for qua'hy assurance (nsper,UOn,
yeas where a reUangle 3.8-0 tel blr &0-0 wide will fK between Ore bottom
~'-
~, ~ •• >'C
~~ ~. ~aDt. .K
<<~ r:ar~<i2rta;o~
osrotizoo7
-Fs i.~.~
AL.JlC>.T
theTRVSSco, trac.
Job Truss Truss Type PBge 13 Of 74
DU' Ply . Soundbuilt Homes / RwrMY
t224A J42 JACK 2
1
The Truss Co., Sumnor WA / Eugerw OR. DIJL - ~ - ~ ~ Job Rekrmua (opllanag
O.581i a Mar B 2007 Mfiek Industrtee, Inc. Thu Airy 82 t0:15:a3 2007 Pepe 1
I- -2-0-0
--- t- 1-11-11 ,~
2-0-0 1-11.11 ~
IoD Tres, Truss Type - - - - ~Oy Ply ~Sov,oD„In Hanes / RWMfY Page 14 of 14
1224A J44 JACK ,10 1,
the Truss Co., Sumner WA f lcugana OR. DNL ~ Job Rafererx;e {optlonW)
8-500 s Mer 8 2007 M(isk IMUShtes, Inc. Thu Aug 02 10:tS:M 2007 Pape 1
Sca+e ~ Y. t 2?
LOA DING(pst) SPACING 2~0-0
7CLL 25.0 Plates Increase 1.15
TCDL 8.0 Lumber lrrfease 1.15
BCLL 0.0 Rep Stress Ina YES
BCDL 7.0 CoOe IRC2008rtP12002
LUMBER
TOP CHORD 2 X 4 HF No2
BOT CHORD 2 X 4 HF/SPF Stu15TD
REACTIONS (IWSizo) 3=85/Mechenlcal, 2=333/0-30, 4=27IMechanltet
Max Horz 2=7%(LC 5}
Mex Uplifl3=-23(LC 5), 2=-g l (LC 5)
Mex Grav3=85(LC 1), 2>333(LC 1), 4=B0(LC 2)
FORCES (ID) -Maximum CompressbrvMaxmlum Tendon
TOP CHORD 1-2=0/49, 2.3=-07!24
B07 CHORD 2-4=0/0
LOAD CASE(S) StanAanl
(FF-11-SS) format
-~
4-0-0
CSI ~ DEFL in (bc) Uee11 Lb PLATES GRIP
iC 0.38 I Ver1(LL) -0.Ot 2.4 >998 980 MT20 185/148
BC 0.32 Va1(TL) -0.03 2~ >999 240
WB 0.00 ~ Morz(TL) -0.00 3 rJa n/e
(Me1Ax) ~ Welght:1210
BRAGNG
70P CHORD Structural woo0 sMelhng 6rec8y applieO or 4-0.0 oc purpns.
B07 CHORD RfgW Cellk7g akecgy appllaG or 10.0-0oc taxing.
~-~\ ~,C' z '1 `4f ~ ~ I
i
s
-~~ ~
1It?'i.~l . F~
C>;h,RF 7 12174/0$
08/02/2007
~e
Der ~,
,:Z~. _ . ,,,_
tt~eTRUSSco Irrc.