Plans (49) 4457 /L -&2J/5- .
_I7 '''' ter N
SW SUMMER LAKE DRIVE
O PUBLIC SIDEWALK I $ N
ELEV. Co 62.00
190' - vr,
' i
I., jAAw.! ''' '
SERVtCEMEIER zIP
1 O 4ao O4•
I
W. 1zo N
L4D,
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L,A ini
44, 44
o,.-4, , _ 40
ooIvr P4o
o ,
• T I LOT SQUARE FOOTAGE 6756 410, 0
LOT COVERAGES
10,' ' I 0 HOUSE ROOF-EXISTING 2280 •HOUSE FOOT PRINT 1844 SiI 4 Q
CONCRETE FLATWORK-EXISTING 1740
NEW PATIO ROOF COVERAGE 435 4 1k4
.I OVER EXISTING PATIO 390
AI 4
NEW COVERAGE 45
TOTAL IMPERVIOUS LOT COVERAGE 4065
PEERRCCEENNTTAGEE OOFF(IMPERVIOUS COVERAGE 60%
ir I HOUSE ADDITIONS
!DA 10.6•x2 0•• 8'6"X2.0•
' all
I r• _ a � + I
Ok4I
I
PATIO 'e••F s 91TION 04
le 350
28•.
ROOF ••VERAGE 435-947._j 1,4
"
1 64
10'4L - - SET BACK LINE ;74
0 _
likt 550 0 0
mq CVSURFAC O L4 4
N DRAINA E N
V114
*11 DIRECT( N
1 y
ELEV.
ELEV. 74.23 189.0
188.5
PLOT PLAN SCALE 1/16" = 1' 0"
11067 SW SUMMER LAKE DRIVE TIGARD, OR 97223
MAP&TAXLOT 1S133DA01700
•
Job Ttuss ITrusSType Qty rty THOMAS H.FORCE
OT-08582 �A01 1I FINK 1 j GIRDER
PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,CLIFF PUCKETT I Reference(0�0�1
7.250 s May 112011 Mi'felc Industries,Inc.Thu Aug 23 08-.20:03 2012ane i
ID:c Su00E5.11kurHVs27R0ayl?$ yY1cQ6DuMbsGc1TitldGm8V5gNa42c51SrhTeh8y17.50 •
�` 8-0-08-0- 36 14-3-0 I 20-6-0 28-6-0 1 i
6-3-0 8-0-D
•
r ,.'> ca[e=1:457
s
r�
5x7 II
r -it,
3 'I
3 '` rr •
ft
5.00 1-2
4x5 i 445 a ,_),`
2 •4
t
��, 10.10-. r a 04..
G 0B1 b ( jI82
,1 . re--
d, 1,11 dice: 5x8 5x8
9 8 7 8 5x8 Sx fi r
3x10 II 8x1211 8x12 3x1O II
I 8-0-0 14-3-0 20-6-0 28$0 I
8-0-0 6-3-0 6-3-0 8-0-0
Plate Offsets(X,Y):[1:0-7-0,Edge1 12:0-2.0,0-2-01,[4:0.2-0,0-2-011,[5:0-9.8,0.3-27,[5:0-7-0.0-0-01[6:0-7-120-1-81,[6:08-4,0.401,19:0-7-12,0-1-81
LOADING(Pai) I SPACING 2-0-0 I CSl DEFL b (loc) Ndeli Uel I PLATES GRIP
TOLL 25.0 ! Plates Increase 1.15 IC 0.51 Vert(LL) -0.22 8.8 >999 240 MT20 2195
TCDL 7.0 Lumber increase 1.15 BC 0.92 Vert(TL) -0.72 8-9 >465 180 MiSSHS 220/1
BCLL 0.0` 1 Rep Stress tar NO WB 0.90 Horz(fL) 0.15 5 n/a n/0-
BCDL 10.0 Code 1RC2009fT1,12007 (Matrix) Weight 399 lb FT=0%
LUMBER BRACING
TOP CHORD 2 X 6 OF Not G TOP CHORD Sbudural wood sheathing tiredly applied or3-0-1 oc purilna
BBCHORD 2 x 4 DDDF Sid G SS G BOT CHORD Rigid ding directly rippled or 10-0.0oc bracing.
'Except*
WI:2 x 4 OF No.1&BIr G •
WEDGE
Left 2x4 DF Std,Right 2 x4 DF Std
REACTIOUS Max Haz1=6708(rein.0-3-9),5=82813/13-5-8(men.0.4-7)
Max Upif5=318(LC 8)
FORCES (Ib)-Mandn um CornpnassiolUMeximum Tension
TOP CHORD t-2•-16929/0,2-3=-12012310,3.4=-120681 4-..--16639/155
BOT CHORD 1-8=0/15680,8-9=0/15680,7.8=-88/15837,8-7=-88/15637,5-8=-88/15637
WEBS 36=0/8680,4 8=5057/924,4---511/3250,2.8=5104A0,2-9=013380
NOTES
1)2-ply truss to be connected together wth 10d(0.131"x31 nails as Mows:
Top chords connected as follows:2 X 8-2 rows at 0-7-0 ac.
Bottom chords connected as follows:2 X 10-2 rows at 03.0 oc.
Webs connected as follows:2 x 4-1 row at 0.9.0 cc,
2)All loads are considered equally wplled to all pies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connectons have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-05;95rrph;TCDL=4.2psf;BCDL.6.0pM h=25ff;Cat.It Exp C;enclosed;MWFRS(low-rise);cart/ever left and right exposed;end vertical left
and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
5)Al plates are MT20 plates unless otherwise indicated.
8)This truss has been designed fora 10.0 psi bottom thorn live load nonconsunent with any ether live loads.
7)`This tees has been designed for a live load of 20.Opsfon the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will St between the bottom
chord aril any other members.
8)A plate rating reduction of 20%has been applied for the green lumber members.-
9)Provide mechanical connection(by others)of buss b bearing plate capable of withstanding 316 b uplift at joint 5.
10)This truss Is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R802.10.2 and referenced standard ANSiTPI 1.
11)Load case(s)1,2,3,4,5,6,7,8 hasitave been modified.Bring designer must review loads to verify that they are correct for the intended use of this truss
12)order carries lie-in span(s):28-0-0 from 8-0.0 to 28-8-0
_13)Hanger(s)or other connection device(s)shag be provided sufficient to support concentrated load(s)2580 lb dawn at 8-0-0 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S)Standard
1)Regula:Lumber Inatew1.15,Plate lnaease=1.15
. Uniform Loads(pt)
Vert 1-3=64,3.5=64,1-9=-20,5-9=-514(F=494)
Concentrated Loads(Ib)
Vat 9=-2560(F)
2)IBC BC Live:Lumber lnaease=1.25,Plate huxeassp1.25
Ur/Twuh Loads(pt)
Vat 1.3=14,3-5=14,1.9=-40,6-9=-240(F=-200)
Continued on page 2
Job ;Truss 'Truss Type Oty )Ply 1THOMAS H.FORCE
07-08692 A01 `FINK 1GIRDER
2 Job Reference(oa oral)
_PRECISION TRUSS&LUMBER,INC.,CLACKAMAS,OR.97015,CUFF PUCKETT 7.250 s 112011 I5Tek Industries,inc.Thu Aug 23 08:20:032012 Page 2
10:c 8u00E5JjkurHVs27R0ayt Y1cQ60uMbsGd?1 AdGm8V5gNa4Zc51Srhieh8y71 5Q
LOAD CASE(S)Standard
•
Concentrated Loads(91) •
Vest 9=2560(F) •
3)M RS Mud Let Lumber Inpease=1.33,Plate Increase=1.33
Uniform Loads(p11)
Vert 13=15,3-5=16,1-9=12,5-=58{F=70)
Hort:1-3=-24,3-5=24
Concentrated Loads(b)
Vert:9=2560(F)
•
4)~RS Vlknd Right Lumber trxrease=1.33,Plate tnaease=1.33
Uniform Loads(p8)
Vert 1- 16,3-5=15,1- 12,5-9=58(F=70)
Hort.:
Concentrated Loads(lb)
Vat:9=-2560(F)
5)MWFRS let Wind Parapet Lumber Mc rease=i.33,Plate increase=1.33
Uniform Loads(pig
•
Vat 1-3=24,3-5=12,1-9=-1Z 5-9 58(F=70) •
Hort:1---32,3-5=20
Concentrated Loads(Ib) •
Vert:9-.2560(F)
6)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Inc ease=1.33
Uniform Loads(plf)
Vert 1-3=12,3-5-24,1-9=-12,5- 58(F=70)
Hort:1-,. -20,3-5=32
Concentrated Loads(Ib)
Vel 9=-2560(F)
•
7)1st unbalanced Regular Lumber inaease=1.15,Plate lnaease=1.15
Uniform Loads(pit)
Vert 1-.3=-64,3- -14,1- --20,5-9=-514(F=-494)
Concentrated Loads(lb)
Verb 9=2560(F)
8)2nd unbalanced Regular:Lumber tnaease=1.15,Plate ha 1.15 •
Uniform Loads(p11)
Vert 1-.. -14,3-.--64,1-@-20,540.614(F=-4.94)
_Concentrated Loads(to)
Vert:9=-2560(F)