Plans (235) `MT a-C , c5fl41y \\L!q• c\r
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TC LL = 25rim 1 64
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TC DL = 7 v9 v JEo,(7) . - o Ece
BC LL = 0
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BC DL = 10 15
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Total Load = 42 T T 18-05-08 T 'r _ – N cy) 1✓
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Wind Speed = 140 mph T ,r .u)
Exposure = B 40-00-00 F
Roof pitch = 4/12 6/12 8/12VII co 0
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Overhang = 16" 16" 12" DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS -. !& o
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Revisions. BY'.
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I FILE: 14-995 JOB: MISSION 11OMES - _ CO
_._.__. ..._ ._. SELLWOOD 28928 Mission Meadows Lot 1
J1 . . J14 . . . , J 3 J"2 4 __.
Connector Summary Products
PIotID Qty Manuf Product Web Stiff Skew Slope PIo613 Net Qty Product Length Plies
- H1 9 Simpson HU11 No - - J1 2 11-7/8"BCI®5000-1.7 DF 35'0" 1
H2 14 Simpson IUS 2.06/11.88 No - - J2 2 11-7/8"BCI®5000-1.7 DF 31'0" 1 $ 46 i
H3 11 Simpson IUS 2.37/11.88 No _,_-,_ J3 1 11-7/8"BCI®5000-1.7 DF 21'0" 1 mewnih
,.,. _ -. -_-- J4 1 11-7/8"BCI®5000-1.7 OF 1916 0" 1
•
Accessories J5 1 11-718"BCI®5000-1.7 OF 16'0" 1 �✓'
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PlotID Net Qty Product Length Plies
p__11rr___� }- � r r==� _ JB 7 11.718"BCI®5000-1.7 OF 15'0" 1
.I"., • H2 1� Ai - H1 Bk. . 56 3/4"4X8OSBDurastrand t
R -7 ____ J7 1 11-7/8"BCI®5000-1.7 DF 14'0" 1
M12 I BMS ,q
I Ht u6 -..1 'I 1 "1
J J8 2 11-7I8"BCI®5000-1.7 DF 13'0" 1
•I H2 H1 H2 J9 2 11-7/8"BCI®60-2.0 DF 24'0" 2
I J10 9 11-7/8"BCI®80-2.0 OF 22'0" 1 I
Ito J11 8 11-7/8"BCI®60-2.0 DF 22'0" 2
w •
a cr J12 18 11-7/8"BCI®60-2.0 DF 21'0" 2K,`m a w
J13 7 11-7/8"BCI®60-2.0 DF 19'0" 1 Z 5 m 3.,
E" J14 11 11-7/8"BCI®60-2.0 DF 18'0" 1 Q v o .a
evw
_ I BM1 1 1-3/4"x 11-7/8"VERSA-LAMS 2.0 2800 DF 24'0" 1 -
E 0 E°'m"
rx BM2 3 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 DF 22'0" 1 o
Znt m
BM3 I 1-314"x 11-7/8"VERSA-LAMS 2.0 2800 DF 21'0" 1 1.5'c-.
H2 1 H1 H1 H1 'CO ri rt.), `.v [ BM4 1 1-3/4"x11-7/8"VERSA-LAM®2.02800 OF 16'0" 1 H r E d d
1/_ 'BM10! __ ; p BMS 2 1-3/4"x 11-718"VERSA-LAM®2.0 2800 OF 15'0" 1 F¢- °u'`="
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��'�'_ - H2 .1 _Hy f BM6 2 1-3/4"x 11-718"VERSA-LAM®2.0 2800 OF 14'0" 1 w m E'ser
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1 BM7 1 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 OF T 0" 1 w ''v`o c
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ro J2. J6 I ro it A q m .. _ - , J 10 • • BM8 2 1-314'x 11-718"VERSA-LAM®2.0 2800 OF 3'0" 1 CL d E n' r
_ k1 _.__ _ JL JL 101413 _-__Jl __ _ BM9 1 1-3/4"x11-7/8"VERSA-LAMS2.02800 DF 2'0" 1 CO m`8..9.
-11 ��11 " L JL ------- - It. rn'I W m`o=E
Rm1 II II M`1 II gk2 II g,3 Imo. BMiO 1 3-1/2"z 11-7/8"BOISE GLUCAN®24F-V4/DF 13'0" 1 , o,,e-a
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BM11 1 5-1/8"x 12"BOISE GLULAM®24F-V4/DF 20'0" 1 a,1E
"'~•Lom I f I Rml BM12 1 5-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF 16'0" 1 o o m
I m m _ BM13 1 6.3/4"x 21"BOISE GLULAM®24F-V4/DF 23'0" 1 •
•
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Rmt 10 1-5/16"x 11-7/8"VERSA-LAM®1.4 1800 DF 20'0" 1
I
181 ;1 I EXTENDED FOR SHEARWALL
Bk3 Bk2 1 1-5/16"x 11-7l8"VERSA-LAM®1.4 1800 DF 33'0" 1
ILI
I� _ iL 3k _JI_ -
rem ^--1r- ^ �i•1 3 CLOSEST ALLOWABLE NAILING SPACING FOR :
Bk1 1 11-7/8"BCI®5000-1.7 DF 33'0" 1
Bk3 11 II - 1 II IB Q:I Rm1 1 5116"LVL IS 3"O.C.FOR 8d NAILS.DESIGNER •
IJ II a II USED 3 112"LVL AT SHEARWALL D/4 LOCATIONS Bk3 1 3-1/2"x 11-7/6"VERSA-LAM®2.0 3100 DF 8'0" 1 O
' Rm1 TO ACCOMMODATE NAILING REQUIREMENTS._ -_-" --
N, _ V) NO
SQUASH BLOCK REQUIRED W IX
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BOO COooe0T.notch a,drifil . ! N ❑
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Load Schedule 1-YEAR NO-SAND m>
Live Dead Snow DURASTRANDFLOORING �� J 0
Description 100% 90% 115% CONTRACTOR NOTES: C W
Floor Load 40 10 'PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS,LAYOUT WAS PRODUCED L m
------ -- FROM INCOMPLETE DESIGNER'S PLANS O
Roof Load 17 25 •ALL FOOTINGS PER DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) 0�y
-- -
IL:L5.Le.BEAMS ARE PER THE DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) IL• ER NEW IRC CODES BLOCKING IS REQUIRED AT ALL G.
TERMEDIATE BEARING BCFRAMER®, s..eolr see aoisa aeremre roseO ♦ CAUTION WHEN CUTTING FOR PLUMBING. FOS ♦ Noa:sn.aE.grr
vertical was capacity. '♦♦ ♦ �I• F� Load seo"e •PROVIDE PROPER SUPPORT AT ALLSHEARWALL5 rotepngrseex than harp
r 8 I'I� t wart Wow) 'ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS sea Style:7/4"=1'-0"
'f 1 ' IIII '�'II, ONLY,NO ROOF FRAMING PIAN PROVIDED AT TIME OF LAYOUT
110 / ♦/ 'BEAM BY OTHERS INDICATES DIMENSIONAL FRAMING PER1111/- W
sate:g/4/20
�� s/ 441111P.
-- ACHITECTURAL PLAN
II�. �/ �� �_T 4 •PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS TO CORRODE Al
I VIGOR OR EQUAL BARRIER 15 REQUIRED WHERE HANGERS WITH - -��!�r- = G N
/ w �� .t.------ ��fII` ��1 a Z-MAX,HOT DIPPED GALVANIZED,OR STAINLESS STEEL ARE UNAVAILABLE. �r .iail "
�� ��I\,. �I PLEASE SEE MANUFACTURERS RECOMMENDATIONS FOR CORRECT APPLICATION. F,k+iat Joist Fib:14.995
%� ` ` 'RECOMMENDED DECKING:
I" II I \. k `,. I G'O.C.NDE DECKING MIN.
\� B rbcal°Blocking \\�\�\� +--� DWG:
• eo:e at,aoa,d lo ISCI•joist with ad �/ Solid block all posts Rom see scree laeraturo b � 24'O.C.-7/8'DECKING MIN. 3•max r sem
II above to bearing below. "enrcai wag calmly. I� 32'O.C. I-I/O DECKING MIN. Bohm l-Joist on W offset up to 3•to avoid vertical plumbing.
Sheet: /1 ---_-- -