Plans (37) ' �'(1 SEA) A 11n4* 13 r-, r 2ofg- a7r"
This design prepared from computer input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS 12-01-00 TERMINAL HIP SETBACK 6-00-08 FROM END WALL IBC 2015 MAX MEMBER FORCES 4WR/G_F:Co=1.00
TO: 2x4 DF #10130R LOAD DURATION INCREASE - 1.15 (Non-Rep) 1-2=( 0) 36 2-6=1-314) 1753 6-3-(0) 392
BC: 2x6 DF SS 2-3=(-1920) 388 6-4-(-314) 1753
WEBS: 2x6 DF 02 LOADING 3-4-1-1920) 388
LL = 25 PSF Ground Snow (Pg) 9-5=1 0) 36
TC LATERAL SUPPORT <= 12"OC. UON. PC UNIF LL( 50.01+DLI 14.01= 64.0 PLF 0'- 0.0" TO 12'- 1.0" V
BC LATERAL SUPPORT <= 12"OC- UON. BC SNIP LL( 0.011-DL( 40.21= 40.2 PLF 0'- 0.0" TO 12'- 1.0" V
BEARING MAX VERT MAX HORZ BRG 8E0110652 BRG AREA
OVERHANGS: 12.0" 12.0" TC CONC LL( 507.7)HDL( 142.11= 649.8 LBS @ 6'- 0.3" LOCATIONS REACTIONS REACTIONS SIZE 5Q.1N. (SPECIES)
0'- 0.0" -185/ 1068V -25/ 258 5.50" 1.71 DF ( 623)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12'- 1.0" -185/ ,068V 0/ DH 5.50" 1.71 DE 1 6251
REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MOO.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP [COND. 2: Desagn checked for net(-5 psf) uplift at 24 "oc spacing.
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/18C
MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100"
MAX TL CREEP DELL = -0.003" @ -1'- 0.0" Allowed - 0.133"
MAX LL DEFL = -0.039" @ 6'- 0.5" Allowed - 0.538"
MAX TL CREEP DEFL = -0.089" @ 6'- 0.5" Allowed - 0.749"
MAX LL DEFL = 0.002" @ 13'- 1.0" Allowed = 0.100"
MAX TL CREEP DEFL = -0.003" @ 13'- 1.0" Allowed = 0.133"
MAX HORIZ. LL DEFL = 0.009" @ 11'- 7.5"
MAX HORIZ. TL DEFL = 0.015" @ 11'- 7.5"
Design conforms to main windforce-resisting
6-00-08 6-00-08 system and components and cladding criteria.
699.80# Wind: 140 mph, h=20.2ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Dir 1,
9.00 -'7,9.00 load duration factor=1.6,
M-9x6 Truss designed for wind loads
in the plane of the truss only.
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i � TO REPAIR CRACK IN KING POST:
k 4 3.0" - ATTACH 2X6 DF TO BACK SIDE .
USE 16d NAILS IN CLUSTERS OF (4)
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6-00-08 6-00-08
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WARNINGS. GENERAL NOTES unlessthe ted
1 Builder d erection contractor should be advised of all General Notes 1.
structure
Additional Tdesign based my upon parameters shown and s individual
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al /�OREGON R EG O NTTUSS: Al d Warnings before constructionbuilding component.Applicabilityct design parameters anproper
incorporation of component d Don dlty of he building designer.
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y2 2x4 compression web bracing must be install. here shown s. 2.Design assumes me top and bottom chords w be laterally braced at /O _7Y14 I �rt y
3.Add al temporary bracing to tabily dung construction cc_atl at 10'o c respectively s braced throughout their lengthby responsibility of the erector permanent bracing of • { '�
continuous sheathing suchplywood sheammg(TCi and/or drywau18qDATE: 5/11/2018 m u st: tsu s the responsibility Hr the building des ensu 3 2Impact brde ng of lateral bracing required where shown•• 3/4-PARA-
SEQ.:
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as SEQ.: K4619277 4.No mad should be applied to any component until after an brac,g and e.Installation of is the responsibility of the respective contractor.
fasteners are complete and al no time should any loads greater man 5.Design assumes trusses are to be used in a non-corrosive environment,
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TRANS I D• LINK design bads be applied to any component. and are for dry condition"of use
5.Com Trus has no control over and assumes no res 6 Design assumes full bearing at all supports shown Shim or wedge if EXPIRES: 12-31-2019
pu vonsidliry for the ..an,
May fabrication.handling,shipment and installation of come
ponnts 7 Desissgn assumes adequate drainage is provded. Ma 1 1,2018
6.This design is furnished subject to the limitations set forth by 8M/ .Plates shall be located on Dom faces of truss.and Based so thee center y
TPITCA in BCSI,copies of which wit be furnished upon request. lines coincde with joint center lines
9.Digits indicate size of plate in inches.
MiTek USA,Inc./CompuTrus Software 7.6.8(1L)-E 10 For basic connector plate design values see ESR-t31'..ESR-19881 Mins,,