Plans I IIIII II I II IIII C ompull -us Inc. �y 75 a ° "``� "� 6,f.._
1 111111 IIIII 11111 DI 111E 111111111 illil 1VI IIII Ns/ /c7 - 6
> Trans'ID: 163784
7.2.4T(1L) -z
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LUMBER SPECIFICATIONS LOADS AS GIVEN TRUSS SPAN 28'- 0.8" IBC 2003 SINGLE MEMBER FORCES 4WR(GDF)
LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 2966 W 1= -461
SIZE
DFTOPECHORDS: PANEL(S) SPACED 24.0' O C R E C V E I� T 4= -3243 B 3= 2932 W 4= 1543
BOTTOM CHORDS: LL( 25.0) +DL( 7.0) ON TOP CHORD = 32.0 PSF T 5= -3270
2x 6 DF SS 1- 3 DL ON BOTTOM CHORD = 10.0 PSF SEP P 0 1 2006 T 6= 0
WEBS: TOTAL LOAD = 42.0 PSF
2x 4 DF STAND 1- 4 CITY OF TIGARD LEFT = 1482 RIGHT = 1470
-BC UNIF LL +DL= 35.0 PSF 9'- 6.0' TO 18'- 0.0' V
TC LATERAL SUPPORT <= 12 "OC. UON. BUILDING DIVISION BEARING AREA REQUIRED (SQ. IN)
BC LATERAL SUPPORT <= 12'OC. UON. * BOTTOM VIEW r BRG @ 0'- 0.0' 2.37 DF / 3.66 HF / 3.49 SPF
OVERHANGS: 24.0' 24.0" @ A A # BRG @ 28'- 0.8' 2.35 DF / 3.63 HF / 3.46 SPF
Reactions: 1610 1598 24"
# NOTE: Truss designed in accordance with �
A- (2)SIMPSON A35 PLUS (1)16D NAIL * B B IBC 2003 or IRC 2003 reflecting a 110 mph wind loadi''
'
B (4)SIMPSON A35 PLUS (2)16D NAILS 24°
A A @ # (enclosed structure, Exposure 6, height to 30 feet)
Uplift Connections: Left = -645 Right = -641
14 -00 -06 * y 48 " r~ 14 -00 -06
12 C -5.5x6 12
5.00 E 6.0N -5.00
( -'I of Tigard .5 * -TRUSS BOTTOM CHORD
# -2X4 ADD -ON EXTENDED TO ADJACENT PANEL .N.
Approved • Plans C 2.5X3.4 C- 2.5X3.4 POINTS. ATTACH TO TRUSS WITH 16D NAILS
By Nom/ �_ Date _ 6 � _ 4 "0.C. THROUGHOUT.
. , @ 22XX 10 DF #2 2X10 ADD-ON
DF #2 2x10
to tl7
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1110.111.11111111" MN IIIIIIiiii ME
CD CD
C -3x9.4 C -5x5.1 C- 5x6(S) C -5x5.1 C -3x9.4
), 12 - 00 - 00 )- 12 - 00 - 00 )
10 -00 -12 18 -00 -00
y y J )'
2 -00 -00 28 -00 -12 2 -00 -00
Scale: 1/4' ,,,5) .t PROP
JOB NAME: JOB -4926 BRIAN DUTTON - B ` � G`N -,
WARNINGS: General Notes, unless otherwise noted: ! r fi 'p `'
`
1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. (
2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at - - -- 1 '
FILE NO.: 2976274 Warnings before construction commences. 2-0" o.c. and at 10' -0" o.c. respectively unless braced throughout their ; r ? °x' 111"
3. 2x4 compression web bracing must be installed where shown +, length by continuous sheathing.
3. 2x mpact bridging or lateral bracing required where shown + +
4. All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of truss is the responsibility of the respective contractor. '' '� OREGON .
DATE: 8/31/2006 must be designed and provided by designer of complete structure: 5. Design assumes trusses are to be used in a non corrosive environment, Ch O ,, tiCh . - J
CompuTrus assumes no responsibility for such bracing. and are for "d condition" of use.
5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if f 0 6. ER c (
DES . BY: LA fasteners are complete, and at no time should any loads greater than design necessary. -
loads be applied to any component. 7. Design assumes adequate drainage is provided. - ?'1. 9i
6. l CompuTrus
loads be applied
has no control over and assumes no responsibility for the 8 Plates shall be located on both faces of truss, and placed so their center R C P`
SEQ. : 3033173 fabrication, handlin shipment and installation of components. lines coincide with joint center nche. S / 3) /
9. P p 9. Digits indicate size of plate in inches.
7. This design is furnished subject to the limitations on truss designs set forth 10. For basic design values of the CompuTrus Plate, indicated by the prefix vrar�
by TPI in HIB -91 or TPI/WTCA in BCSI 1 -03 copies of which will be famished "C", see I.C.B.D. R.R. 4211. �° ri 7
by CompuTrus upon request. 11. The CompuTrus Net Section Plate is indicated by the prefix "CN" the
designator (18) indicates 18 ga. material is used. All others are 2b ga.