Plans (15) .3.-
9 t
TY c. : iwid-lb,
pproved by Pl-nning
i 0 Date:
0 00
cf .f
---
446.
1
i
..1
0.
1 ui
' "ft
■,,--11-1-."-iteia..--- ' ..da:3 ..‘ VIV .s,
OMNI
01111eilliliWb .0 a V '1'3'e ''
6 '6.
DRIVEWAY
r
•••1 . , ,. ..,
Eta , 3T-9Y
\I _ .
Oi'
ir
1 ey, 1 .,\/.
/GARAGE Lo-r -i I
1 FF. EL.202.1 0
0 e / 'ff,t44-411,4-H 0
_•.1 P1// /
I 0 / 1,438,Lu,/,4AN,NE,F ,/ / i q Q
I / //FF. EL.202.7/ i c0 I ce;
r
//40-2998-T-2R
g
F
1 1
14.
EL-1.
EL.1•.- ,
IF --
8270& ..._ r
SETBACKS:
GARAGE DOOR
(TO SIDEWALK). 20'
BLLDING. ../20
PROPOSED STREET TREE N
UNENCLOSED PORa--- )/2" P'
SIDE YARD : 51
REAR :
, SCALE = 1 -- --"=20' wE
151
S
ELAN NAME: CONTACT:
Phone-503-593-5324
KE MISSION MEADOWS n n
DRAWN: E5
PLOT: LOT 7 fission HOMES NW ,LLC
SCALE:
1/4" . I'-0"
° oX - oc) o000
-1 o 0— prpr CO
v73 c Lnrrrrr CD -
= 0 —0 ° 11 11 11 11 r(D
(° CD 0v
II u m aoO -A (N17 Cm\ .
N-
.-/--_-2-1"--
I t � � II _p �(Q
.- N
N p v .
CO O
�
E (0 ` -ti/ -
S N
0 / ✓
J�
XI
IS
z
0
r
m
y
2
a
Iv
m
1>
—
of 48-00-00 ZZ
N
Z3-09-00 42-03-00 o n
Q A- / / a
-1 (, c c c o -I
a JA154 D D D D D D D D D D D D D D D O
m
O __ ( ) al 0) OV COOCO(0O (00 COO OV 0) (T . W N O CI)
C /p� 1 n i� /v /v L] /1 J 1 11 1 I C 1 1 Y�
r
o JDO1 h1. 0 1 9' .A SA01
11 Ill
I-
III �o0
I�� �mrrl
SA02-xi Z
Z N 1 Ni lin
NGQs26i
Q
O O O
-i OD� • ,C A01 0
n OiO 0lOm Z
2Ocol 1
0 it ` A02 NO
t PI
O
Q ®' se ®s I , A04 41:
00
C
0 1 lir = a
-n %- A05 m Z
co 00 -
ooof I
r
Z
X �1 t D
o0f
0 ) /� 10 070
n o C
Ca
mAK ■ %1 } A07 o a
co 111111 W 0) _, ,
A08
�'7o 9)i , 1N N
V� o �''�' ti°�� ti's°� A09 °D Q Z
0
0
millhlrihA10
C t
o O
-. N
o r �" o —I
M oo Z . 0 3
. o A13 0
O rnx 6, p;
a ft1G 526-' GU_�6-2 -
D
OI -
iIII!IHIL.1
o
-0 Iz
0 in a 2 121.
0 11 Z
„, ,
D ,r r IF ,r 1 7 IF r ,r IF m
r r D D D D D D D m
0 0 - o JA11 5
TI JA14(5)', �� o o )
CA OJ Z
W n m
t,�"5: k
C -4 F.
/V) a5
n P1103111111 5350 SW V 07th Ave THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.
Beaverton OR 97005 These trusses are designed as individual building
--- -- ----___-- components to be incorporated into the buildingdesign
DATE: SCALE: P P g
11/17/2017 , NTS at the specification of the building designer. See the
L' Phone: 971-371-5971 individual design sheets for each truss design identified
�FrstSoutce on the placement drawing. The building designer is
BUILDER: SALESMAN: ,QUOTE#:
Mission Homes Jody Platte 81703896 responsible for temporary and permanent bracing of the
roof and floor system and for the overall structure. The
design of the truss support structure including headers,
PROJECT: DESIGNER: JOB#: beams,walls,and columns is the responsibility of the
2998 Plan GR Dusty Ross Order# building designer. For general guidance regarding
bracing, consult "Bracing of wood trusses" available
----- -------- ---- --- ----- -- ------ ----------- - - from the Truss Plate Institute, 583 D'Onifrio Drive;
ADDRESS:
, Tigard, OR Madison,WI 53179
REVISIONS: BY:
L
C Start Framing_Here --- I
24"o.c. d opr 7 7_017
FPHO3uiId
€gg
20'6 1/2" __ 19'5 1/2" -. _ �� !3 '-. ,�- t'S.sa 0
Rm1 •RrStSOUfte 12�1 ?� $ ' ° v
N Rm1 I UPPER LEVEL BCI JOIST LAYOUT
FILE: 17-002260 JOB: MISSION HOMES y
N
LA 2 0
P 998
- �I Products
J i
s Plotlb__- Net Oty Product Length Plies
I
4 -- e Bk J1 6 14"BCI®6000 1.8 DF 27'0" 1
E{ 1 r J2 5 14"BCI®8000 1 8 DF 25 0" 1
- J7 --- J11 i P J11 J11=` J3 2 14 BCI®600018DF 25'0" 2
- - i �i'- `O ' __-_- J4 3 14"BCI®6000-1.8 DF 23'0" 1
J1 I o
1 m J6 4 14"BCI®60001.8 DF 18'0" 1 '; 4ifyCggc-
'Bk Es 85_
' } J7 4 14"BCI®6000-1 8 DF 16'0" 1
1 I
E EEE f J8 6 14'BCI®6000-1.8 OF 15'0" 1
, g
? J9 2 14'Bel®6000-1.8 OF 13'0" 2 'Io
qI----H $ f J10 6 14"BCI®6000-1.8 DF 8 0" 1
BB!'-_1. _ �_L�LH 1 - 1 y,Bk2. J11 7 14"BCI®90.2 0 DF 20'0" 1 Vl
11
�:_ 3 !: - - E 4- x'1 H4 P ' 11� I BM1 2 1-3/4'x 14"VERSA-LAM®2.0 2800 DF 20'0" 2 1 41i2Fm
i s 1 I U F, - Bk1 __ BM2 2 1-3/4 x 14"VERSA-LAM®2.0 2800 DF 13'0" 1
i I{ 1 •
I =J 10 - — - BM3 1 1-3/4"x 14"VERSA-LAM®2.0 2800 OF 11'0" 1
I ' _ 1 L B BM4 1 1-3/4"x 14'VERSA-LAM®2.0 2800 DF 8' 1
iii v k2 Z.
g c s BM5 1 1-3/4"x 14'VERSA-LAM®2.0 2800 DF 4'08'1' 1
#Ii
I I I Hi!H4 �. BM6 1 3-1/2"x 14"BOISE GLUCAN®24F-V4/DF 21'0" 1
o i ; k BM5l,' BBB
1 3-1/2'x 14"BOISE GLUCAN022
24F-V4/DF 13'0" 1
' 8MB 3 3-1/2 x 14"BOISE GLULAM®24F-V4/DF 9'0" 1
2 2!' ! I I L . J4 I J2 J2 •B ' BM9 1 5-1/2"x 10-1/2"BOISE GLULAM®24F-V4/OF 19'0" 1 Ur a m m c
t s BM10 1 5-1/2"x 10-1/2"BOISE GLUCAN®24F-V4/DF 12'0' 1 z t 8 m
E 111I ( 6
' I Bk2 I -! -� € € ', BM12 1 5-1/2"x 16-1/2"BOISE GLUCAN®24F-V4/DF 20'0' 1 m o d w`
'I s E C i Rm1 6 1-5/16"x 14"VERSA-LAM®1.4 1800 DF 24'0" 1 1 c ra`w m
N m m
z -2 6-�et:yf ) --i F _-I ! •
I B Bkl 1 1-5/16"x 14"VERSA-LAM®1.4 1800 DF 59'0" 1
-8:6
m o
! , f j f I Bk2 1 14"BCI®6000-1.8 DF 48'0" 1 m
1 . _—_ -_ .- —_ -- Stiff Skew Slope o a
( i i I� - ,--- PIotlO Qty Manuf Product Connector Summary WebH 2 B n 1
_ ( Im 412' Bk1 I t B _ 3 __Slm son.._HU11 No _. -.j Q-6 m
I I l I H1 _ _.. loo'E''`rt
•
w ei
1 I ._ „{ice _ H2 1 Simpson HUC0410-SDS2.5 No - - W--crg
3 A 2 t ? ' H3 1 Simpson HUCQ 610-SDS2.5 No - - o"111.-":.'..
1
! i JB 1 -- H4-- --- EL-H4 30 Simpson IUS 2 37/14 No --_-_ • - gt E a o c
ig N 2
I ' } ' I I Accessories - , a a m E t
I _. 4 - ., cn j k I PIotID Net Qty Product Length Plies `o$:o W
j I I 811 '
I t m ' o zl I co - 54 3/4"4X8 OSB Durastrand 1 _ J @,o,To e
J10
! I l EBk I _ ___ --- Qtrn�N
__- H4 t� I: 3M11 --a+ NOTE:ALL BEAMS SIZED PER EOR a a�
I $M8! F -r-- - ° �+1
Hp Rm1 I; — E 7 EXCEPT BM3. z
y I '-- _- I III -• II
!BM7; si - - I H3 0% Rmi- )gyp -_
12'6" l 8 0 1/2" m r 6'11 1/2" 12'6" -- W ----
-- - - -rBBO IIIII 0
--gip
W 0
cc
Load Schedule co ca a
Lateral restraint per engineer of record G
Live Dead Snow1 If project is following prescriptive code path,lateral restraint is 0 Description c' W_ g-=
I - _ _ _ 100% 90% 115% required at intermediate bearings in seismic design categories = N rt S m c
D0,D1 and D3 per IRC 502.7. 3 e
Floor Load 40 10
If project is engineered,lateral restraint at intermediate Z Z � m�
-- -- l 1 �!. bearings will be determined by the engineer of record. uJ. a O o0
Roof Load 17 �` 25 0 5 a n w a
1(t/N-03 oNOT x. ax«m n,"a." CONTRACTOR NOTES: CO
- a a 0 m
•PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS 2
LIFETIME
1 ••ALL FOOTINGS PER DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) ra
po!ntSIX LIMITEDfk.7 0
L �1 •ALL BEAMS ARE PER THE DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) w/
DURASTRAND FLOORIN1u,wer
G - •U5E CAUTION WHEN CUTTING FOR PLUMBING Q.
BC FRAMER
_ / •PROVIDE PROPER SUPPORT AT ALL SHEARWALLS !
/ above ( g Lose bearing wan above �� Backer block .) Double BCI®Joist p1. `� -� --- -
�pp se.Boise!Rastas for lose baanne wall ab 09 q (12"wide min J
C� vemcal load capacity r'(T' r�J (Stacked over wan below)�? \1:17) (alaciod over wall below) X101 Nail with 10-10d nails. F581 Connection Note Sheathing shall mb� •ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS Scale 1/4"=1'-0"
r / Install tight to top flange �_� i n0 Brea ONLY,NO ROOF FRAMING PLAN PROVIDED AT TIME OF LAYOUT
" Filler Block ONLY,
BY OTHERS INDICATES DIMENSIONAL FRAMING PER
Date:11/15/2017
l' Joist hanger ACHITECTURAL PLAN
l ---.� (see literature)
-,!
/ ` - TOCORRODE By: DB ------
PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS
',�_ - -C _} •
•VICOR OR EQUAL BARRIER IS REQUIRED WHERE HANGERS WITH
10-10d nails �,�� 11j 1 Z-MAX,HOT DIPPED GALVANIZED,OR STAINLESS STEEL ARE UNAVAILABLE. File:17-002260
\ a�1' BCl®Jolat Blocking . its, Filler block. Web-Filler ANA 1%--Jam 11 i�� PLEASE SEE MANUFACTURER'S RECOMMENDATIONS FOR CORRECT APPLICATION.
1e Nailing12"OC Illlh
\ Nail with ....DWG
' •RECOMMENDED DECKING:
V zx Noon Backer block required where to Connection valid for all applications. a _l
q P '-- 6'O.C.3/4'DECKING MIN.
1 Nal Boise Rlmboard vertical load capacity. I_ mount hanger load exceeds 250 lbs Contact Boise EWP Engineering for specific conditions. 3•max 3'max - --- - -
foeQeloahttaad Install tight to to flan Boise noise can be ottsetu ms•eo avoid vertical b 24"O.C.7/8"DECKING MIN. Sheet.1/1
nal Into each flange 9 P 9e P plum ing
32"O.C. I I/B"DECKING MIN.