Plans (37) /35-6 D Sw eelaS4 i QST 02017
This design prepared from computer input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 9.5" IBC 2015 MAX MEMBER FORCES 4WR/DDF/Cq=1.00
TC: 2x4 KDDF #1&BTR; LOAD DURATION INCREASE - 1.15 1- 2=(-2847) 791 1- 7=(-527) 2447 7- 2-( -224) 1454
2x6 KDDF #1&BTR T2 SPACED 24.0" O.C.
BC: 2x9 KDDF #1&BTR 2- 3=(-1162) 509 7- 8=(-519) 2389 2- 8=(-1631) 437
WEBS: 2x9 KDDF STAND 3- 4-( 0) 0 8- 9=(-359) 1175 8- 3-( -202) 603
LOADING 3- 5-(-1002) 414 9-10=(-358) 1176 8- 5=( -496) 337
LL( 25.0)+DLI 7.0) ON TOP CHORD- 32.0 PSF 5- 6-1-1488) 506 10- 6-(-349) 1062 5- 9-( 0) 232
TC LATERAL SUPPORT 0= 12"00. UON. DL ON BOTTOM CHORD = 10.0 PIP 6-11=( 3) 2
BC LATERAL SUPPORT 0= 12"00. UON. TOTAL LOAD = 42.0 PSF
LL = 25 PSF Ground Snow (Pg) BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA
NOTE: 2x4 BRACING AT 29"OC UON. FOR LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
ALL SLOPING TOP CHORD AREAS NOT SHEATHED-6 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -235/ 1044V -126/ 1288 5.50" 1.67 KDDF ( 625)
REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. 24'- 2.5" 0/ 441V 0/ 0H 131.00" 0.71 KDDF ( 625)
24'- 8.4" -574/ 784V 0i OH 131.00" 1.25 KDDF ( 625)
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 27'- 3.9" -43/ 13V 0/ OH 0.00" 0.00 KDDF ( 625)
M-1.5x9 or equal at non-structural AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Full height blocking is required at right bearing
vertical members (uon).
Unbalanced live loads have been NOTE:TRUSS DESIGN IS ADEQUATE FOR M-5x6 PLATES TO BE NOTHED FOR
considered for this design. IrOND. 2: Design checked for net(-5 osf) uplift at 24 "oc spacing. 1
OUTLOOKER AS SHOWN PROVIDED NOTCH AND PLATES ARE CLEANLY CUT.
REMAINDER OF PLATES MUST REMAIN FULLY INTACT. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/160
MAX LL DEFL = -0.123" @ 5'- 9.0" Allowed= 1.188^
MAX TL DEFL = -0.203" @ 5'- 9.0" Allowed - 1.583"
MAX LL DEFL = 0.000" @ 28'- 4.3" Allowed = 0.067"
MAX TL DEFL = 0.000" @ 28'- 4.3" Allowed = 0.089"
0-00=15 SEASONED LUMBER IN DRY SERVICE CONDITIONS
13-10-13 21-10-11 MAX HORIZ. LL DEFL = 0.077" @ 27'- 3.9"
4 1 1 1 MAX HORIZ. TL DEFL= 0.127" @ 27'- 3.9"
13-10-13 11-03 '
5-10-12 6-05-08 5-02-08 1f7-05-13 . NOTE: Design assumes moisture content does
f ' f f f not to exceed 19% at time of manufacture.
12 =M-9x4+ 12
7.00 Design conforms to main windforce-resisting
Q 7.00 system and components and cladding criteria.
M-3x$(S)+/� Wind: 140 mph, h=24.3ft, TCDL=9.2,BCDL=6.0, ASCE 7-10,
M-9x6 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
load duration factor=1.6,
muss designed'•'''I ` 1 1/2" DEEP X 3 1/2" WIDE the plane eoffthe wtrussoonly.
NOTCH FOR OUTLOOKER o
t9 M-5X6 NOTE: REFER TO COMPUTRUS STANDARD GABLE
END DETAIL FOR COMPLETE SPECIFICATIONS.
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JOB NAME : 7-A - D1 LL//ff{{ -,
Scale: 0.1591 OREGONfi t�
WARNINGS: GENERAL NOTES, unless otherwise noted:
74.. C.
Truss: D 1 1.Builder and erection contractor should be advised of all General Notes 1.This design Is based only upon the parameters snows and is t individual /� .l'��,. 14 ^f1'�
and Warnings bei construction commences. building component.Appkcebi y of design parameters and proper •`J V
2.2x4 compression b bracing must he installed where snows+. rpnrabon of component a the respons bifity ot to building desgna. �A l
3.Additional temporary bracing to insure stability during construction
2.Design assumes the top and bottom chords b be laterally braced at "/l a.,R l l-4 Ur
N the responsibility of the erector.Additional permanent bracing of T o.c,and at 1G p.c.rush a vely unless Macod Throughout flair length by { .J•i� 1+
DATE: 6/28/2017 cite overall structure is the responsibility of the building designer. continuous sheathing such as plywood sheathing(TC)and/or drywall(13C).
3.2s Impact bridging or lateral bracing required where shown•a
SEQ.: K3 3 7 5 5 9 2 4.No load should be applied to any component until atter all bracing and 4.Installation of truss is the responsibGN or the respective contractor.
fasteners are complele and at no time should any loath greater Hien 5.Design assumes trusses are to be used in a non-corrosive environment, EXPIRES:. 17/31/2017
TRANS I D: LINK design beds be applied to any component and are f«'dry candthon•a we.
5.CompuTrus has no control over and assumes no responsibility for the 8. essgna ssumes full hearing air of supports shown.Shim w wedge N
tabncatbn,handling,shipment and Instaiatbn of components, ry. June 28,2017
8.The design is furnished subject to the limitations set forth byT.Design assumes adequate drainage Is provided.
8.plates shall be located on both faces of truss,and placed so their center
TPNNTCA in SCSI,copies of which will be furnished upon request fries coincide with pint center lines.
MiTek USA,Inc./Com uTrus Software t7.6.8SP2 1 L E 9.Digits indicate size of plate in Inches.
D ( )- to.For basic connector plate design rallies sea ESR-1311,ESR-1988(MiTek)