Plans /fl 'S7 40t? -001etJ
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RECEIVED
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MAY 8 2017
18.3.5., TL 7100 CITY OF TIGARD
14.00CITY OF TIGARD
5.00' /— — _ _ - z13ee
! Approved b PI nning BUILDING DIVISION
1.00' EAVE o F
OVERHANG o <n v Date: � �
ON GARAGES g W 24.00' O L–
(TYP.) co o Q o Initials:
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TL 9000 ''D (_r' 20.00' � , m c
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z – 46.00' ST S''�—ST......-
- 9•00' 11625 SW 91ST AVE
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TL 6900 F WASHINGTON COUNTY, OREGON
' APRIL 25, 2017
,i ,1,-, F DRAWN: DMR CHECKED: SPF
i3 , SCALE 1"=20' ACCOUNT # 165
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DEED DOCUMENT NO. v
0015-073579 z
�, CMT SURVEYING AND CONSULTING
1 9136 SE ST HELENS ST, SUITE J
a PO BOX 3251
CLACKAMAS, OR 97015
c' 1 PHONE (503) 850-4672 FAX (503) 850-4590
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Cl) SW Ave50 07th " ' THIS ISA TRUSS PLACEMENT DIAGRAM ONLY.
n PRO3uiIii Beaverton, OR 97005 DATE: These fusses are designed as individual building
components to be incorporated into the building design
04/21/2017 SCALE. NTS at the specification of the building designer. See the
�, � Phone: 971-371-5971 individual design sheets for each truss design identified
.FfstSourte on the placement drawing The building designer is
BUILDER: QUOTE#- - --- - ---- - - --- -ALESMAN: responsible for temporary and permanent bracing of the
Pacific Evergreen Homes Jody Platta B1701243 roof and floor system and for the overall structure. The
PROJECT: _- - Jonathan Palmenn —_. design of the trussadstructuree including headers,
he
DESIGNER: JOB#:
beams,walls,and columns is the responsibility of the
1346-A building designer. For general guidance regarding
bracing, consult "Bracing of wood trusses" available
ADDRESS: --- -- ---- ----- - -- - I.-- --- --- -_- ---- - -- ---- - - - from the Truss Plate Institute, 583 D'Onifrio Drive,
, Tigard, OR Madison,WI 53179
THINK SAFETY-READ INSTALLATION INFORMATION BEFOHt PHOL,ttuire,
g •
D.in Irm"LPARR '!UMBER {
eti I o °.d . �,�.
L
2Q17
CITY OF TIGABD I- E
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was
OUT FOR REVIEW.. m
art AND APPROVAL
S en V O
,ddia,nt.a, r^"i�
,lf M LPLar
U S
-------____
LEVEL NOTES m C'W
f � S Here 1 .O C Carrera D 4/19/2017
a?1,,..,,1,•0,a)sP.w ice wr.s A3 I I Nome:� - _. 'Man C y
:vaum.v.e+-mo^*..e+W.�..+. TSL 1 -., I Na . Q!.m
L j
-- -- --- I TSP Rating(Weighed Average) 45
Minimum Level T7-Pro Rating 6 Joist TT Pro rating-44,joist=522(1515) _
I Maximum Level T7-Pro Rat mg 6 Joist: TT Pro rating-72,joist=CI1(i55B) __- ____.
I Building Code-Design Methodology: IBC 2012
_
sew.. I FLOOR —_—___--.-
1,.. ..?'„,
.-.._ FCI
—..
ism
I e....111 ." Floor Container. R IdentmlLiv n9Areas
Ux/Occupnncy.
r �a.J r,�,,,i,n I Floor Arra Loading a: 40.0 Ib/ft'Live Load 012.01b/ft"Dead Load --__
V - <� t d Max m m Aftowed D fl tion: L/480 Live Load 6 L/240 Total Load
Q M
�e,w1 _ 7 �TS Pro Rating Information:tan
1�' <O Rd !^. 'fl - We hied Average _ 45
li .,3 Q til _ g
aiav eiw 1ti' "p 4 5 Direct Applied Ce li None
Decking Attachment: _
T Glue and Nail
.�nae""'a'"^"' �. �- 8"x4B"x96"Weyerhaeuser Edge Gold Poral(0/32)T4G FF
(ee) U'ck'eking Material:w
ry ry rv, ry ry r ry L'
rv., ry ry Strapp rg l 8-00-00 _- None _-._. _—_-
ry ry
ry ry ry ry
ry ry 'Ail' "� h N N h N N h N N N N N V). in'. vrvl F dt9 at 800-110 _ � J
ry ry N
r W h N N N
ar ram dhow
n a No
' - '- Poured Flooring. —�- �-
...�,LMdhm above _ _. _.- _ __ - _-_._ken ..___—.. ____- _
--
Fronting Connector Summary
Backer —
•
O
\I j` ` i'e- B Blk Filler W b Stiff -
_ PI tID Qty Manuf Product Design Method Skew Slope
—. _ - -__ No No J N N
1.1.1:1111.1.1,
,,� HI - 7 Simpson IV52.37/14 Designed - - I�
N
2x a Products _ Ur m <
2 4 minimum w' PIotID Length Product __ Plies Net Qty
squash blocks _ (Bl -
CS� Use 9tr minimum squash Nooks to q 3 ` i i�522�`"L s.�1 14" 110
_ .- LBkt 33-04 Ol 14'T7I®110 1 1
4
Y w.�w.^•w...( t_ I'I CII 11-00-00 r++"..." 1 4
�...�. --C6 t
transfix toed TJP Joist . _- - r 8 T51
522 sass COC6 6-00-00 !4 T7I®110
CO 528 28-00-00 14"T7I0 360 1 1
- I 522 522 22-00-00 14"T71m 360 1 36
'.. C6 _ 5
TSCal 20-00-00 11/4"x 14.1 3E Timber5trard0 L5L 1
CO 522 't TSCa1 20-00-00 1 1/4"x 14"1.3E Timber5trard0 L5L 1 3
T51 11-00-00 13/4 x14"t 55E Timber5tronde L5L I 1
mss_
_, `o 522 T52 5-00-00 13/4"x 14"155E T'mber5troadm L5L 1 1
- ' 522 GU 22-00-110 51/2°x 13 l/2"24F-V4 DF 6lulam 1 1
..�..,�C-1 - . v. .. _ ----------- Accrssorms
....,. C6 461 ._. ' Plies Net i ---
',.-...,..A÷,-:� -"T,.,. -_.. CO _ ... �,C`d... __. s PIotID..- 7/B'x48°x96"W h_Ed GoldP I(0/32)T0GFF 11 391 _,
Length_� ( B1J•( 522 ty<r aux ge ane Ne
y� `
M�=: 752 c26 F.+ `9 _. -t
p2
CIS 522 :... / T T —�
NAILING AT SEAMS(MOOR) 522 _ ::
Cll .. 'o.
ree....ome Noe Iswe.ebOre UPJm .. - O
• r.,u 522 =
vel" .r L11 _ ___ __ -
LI - 522 = 1 1
ry T_. 6 LI
l
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PM
se�..w.ccwa ww...maw a. ..:�.m""�.w�^mnn $, f al
a
at. _ 6 m
a,;;..;..'� aww.esvww....m. N
WARNING . W
unateMa dl Ereced I..elly •___..
0 Tri Ilk
lebw -_' — r
Bracing xew.,
_ yam
�ooJ ..a....a...
NOT ddW
on jowls DO w.4 on
IID dig '..
weptes
- -
W N07 1 that are fYkt9 gx materials on unsheathed .v,mamaea -
umu axed. )sin.Slack only over
INJUNYWYNESULT. beams or w... .
WANNNNOTFS:
Lack of properbracing
UNWdngconstruct!.tO result In mrbus LAYOUT SCALE:1/4" 1
xing,Hn Os,Ren dee,sosstgguldelmea.
ensue. SHEET
WARNING:JOISBAdE UNSTABLE UNTIL BRACED LATERALLY m.e.swa a III
BNAGNaer PM.Ed:elacMkg.IWgwx,gim9°nd;3M.Pun.poresauctIon can rosull in Harms acade.amervan...n Mala H
a ._..... 1 OF 1
Lad.al
aware1 Ploperly...11.1...M..,flin boards.and Amp. area �.
s,,,,,,n '......musIbe nails-01a Friel Palm ad..w wads set m placed Ont.system. . - ...LL
„yN. xpwmiwmmtaw.
aeagni.4n'.i a i..ii ew'ata..t^_ A COMPLETE JAVELINrn+LAYOUT INCLUDES THE,LEVELto FRAMER'S POCKET GUIDE.—
A Weyerhaeus8,1110 er.wicrdwm,Perallmn,timber...me,IJl,TJ,ark Tns Jmt ere registered laden..of
WByetdNuse,NIS 02013 Weyerhaeuser NH Coiipany.All rights reserved_