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TC DL = 7 ON ALL UPPER TRUSSES +,� X x x x +tib �,� �� 2X4 HEELS p
BC DL =BC LL = 0 10 / �I 10-05-08 MUS26
Total Load = 42 2X4 HEELS 10-05-08 A-06 00 T 15-00-00 / 10-00-00 / - t
Wind Speed = 140 mph HERE 19-o6-o0 -� - 14, o
Exposure = B 40-00-00
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Roof pitch = 6/12 �� LLI re ��'- 2
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Overhang = 12" DO NOT CUT, DRILL, NOTCH °R MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS J 0
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BUILDING DIVISION IV
Rmt UPPER LEVEL BCI JOIST LAYOUTal
FILE: I G-1784 JOB: MISSION HOMES 3 154 C
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MISSION MEADOWS LOT 9 )
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• Connector Summary Products aO
•
PIotID Qty Mend Product Web Stiff Skew SlopeP10110 Net Qty Product Length Plica •
H1 11 Simpson IUS 2.06/11.88 No - - J1 14 11-718"BCI®5000-1.7 DF 29'0" 1
H2 4 Simpson IUS 2.06/11.88 No - - J2 9 11-718"BCI®5000-1.7 DF 22'0" 1 •0 •
'I H3 3 Simpson IUS 2.37/11.88 Yes - - J3 1 11-7/8"BCI®5000-1.7 DF 20'0" 1
H4 2 Simpson LSSU210 No - - J4 1 11-7/8"BCI®5000-1.7 DF 19'0" 1
H5 1 HGUS5.5I70 No _ _ J5 11 11-7/8"BCI®5000-1.7 DF 18'0" 1 gg
J1 J123 J6 7 11-7/8"BCI®5000-1.7 DF 8'0" 1 080 ;
• H6 11 IUS 2.06/11.88 No - - aao0
2
" J7 4 11-7/8"BCI®5000-1.7 DF 3'0" 1 c r.
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} -J1° H7 1 LSSU210 No - - 8`�95�- J8 3 11-7/8"BCI®60-2.0 DF 34'0" 1 ° `
•
o• m J9 1 11.7(8"BCI®60.2.0 DF 32'0" 1 Li
Accessories --__._._ J10 1 11-7/8"BCI®60-2.0 DF 31'0" 1 to
By Bk1 PIotID Net Qty Product Length Plies J11 1 11-7/8"BCI®60-2.0 DF 30'0" 1
60 3/4"4X8 OSB Durastrand 1 J12 5 11-7/8"BCI®60-2.0 DF 29'0" 1
Rm1 E — J13 4 11-7/8"BCI®90-2.0 DF 23'0" 1 •
-
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BM1 4 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 13'0" 1
o b Load Schedule BM2 1 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 11'0" 1 rn
5, Live Dead Snow " w
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Description 100% 90% 115% BM3 1 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF T 0" 1 Ur `m d
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r L _r , { 3k1,-.k , , g Flow Load 40 10 BM4 3 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 6'0" 1 -6 N ar
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or BM5 1 1-12"x 11-7/8"VERSA-LAMS 2.0 2800 DF 3'0" 1 > 0 g m'a
Roof Load 17 25 v w a w`
E BM6 1 3-12"x 11-718"BOISE GLULAM®24F-V4/OF T 0" 1 E.`c h
BM7 1 5-12"x 10.12"BOISE GLULAM®24F-V4/DF 11'0" 1 `m m m
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2 ='2= • BM8 1 5-12"x 11-7/8"BOISE GLULAM®24F-V4/DF 15'0" 1 Q.t c
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BM9 1 5-12"x 11-7/8"BOISE GLULAM®24F-V4/DF 13'0" 1 ti.,x 8 r u
� 2���x 1`'y�BM21 BM10 2 5-12"x 16-12"BOISE GLULAM®24F-V4/DF 20'0" 1 H 0 0
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B Rml 8 1-1/8"x 11-7/8"BC RIM BOARD PLUS OSB 24'0" 1 W m c$'
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.8M7 ______ BM`0. ___ ____ SI2 = 1'T1'f2 f Bkl 1 11-7/8"BCI®5000-1.7 DF 32'0" 1 III �2`r0
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' ---- ---—- - - - - --� Bk2 1 11-7/8"Bel®60-2.0 DF 12'0" 1 a_ 0 5 2
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CONTRACTOR NOTFS 0
•PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS N
'ALL FOOTINGS PER DESIGNERS PLAN,U.N.O.(SEE LAYOUT) co CO
'ALL BEAMS ARE PER THE DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) C O
•PER NEW IRC CODES BLOCKING IS REQUIRED AT ALL L ii
INTERMEDIATE BEARING a
'USE CAUTION WHEN CUTTING FOR PLUMBING
v .PROVIDE PROPER SUPPORT AT ALL SHEARWALLS BC FRAMER
�, I" /Of sae noise literature for F� J Note.Sheathing shall 'ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS
40 vertical toad capacity. '♦� •
• '� FOB Wad Marina wall above not span greater than rating
IMulwa over wag below)♦ ONLY,NO ROOF FRAMING PLAN PROVIDED AT TIME OF LAYOUT
♦ / I�� I
JV
- 111/ l .•ACHITECTUURAL PLANDILATES DIMENSIONAL FRAMING PER Scale:1/4=1-0` PLEASE NOTE PT.MATERIAL CAN CAUSE HANGERS TO CORRODE Dab:3/192015
--°11":------114%%11,
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VIGOR OR EQUAL BARRIER IS REQUIRED WHERE HANGERS WITH
////��- -_ ..IML. Z-MAX,HOT DIPPED GALVANIZED,OR STAINLESS STEEL ARE UNAVAILABLE. _ _ 1
% ,�., II� I ��I ��\ w 7. -- i1.t w PLEASE SEE MANUFACTURER'S RECOMMENDATIONS FOR CORRECT APPLICATION. a
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/ r OP r, ` .41 ^ 1 QJoist 1 Joist 'RECOMMENDED DECKING: T
,� 4 �� ♦ `� ar - 16"O.C.-314'DECKING MIN. File:16-1784
^• 'I ( \ \�\` .-o 32.0 C. 1/81/8'DECKING'DECKING MIN.
,/ .J BGI®Joist Blocking \ `
'I �� 4 An sa Solid block all poets from See Boise literature for l� ,, 9'max 3"max D
Ma Do each Dom above to bearing below. vertical load capacity. Boise I-Joist can be offset up to 3"to avoid vertical plumbing.
Sheet 1/1