Plans (5) �� ����S lila
This design prepared from coo uter input by
Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00
('C: 2x4 OF t16BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 101 2- 9=(-426) 2210 3- 9=(-258) 182
BC: 2x4 DF 416BTR SPACED 24.0" O.C. 2- 3=(-2593) 536 9-10=(-294) 1861 9- 4=( -_5) 451
WEBS: 2x4 DF STAND 3- 4=(-2349) 507 10-11=(-281) 1861 4-10=(-668) 243
LOADING 4- 5=(-1663) 442 11- 8=(-434) 2214 10- 5=(-239) 1097
TC LATERAL SUPPORT <= 12"OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 5- 6=(-1663) 457 10- 6=(-672) 242
BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD= 10.0 PSF 6- 7=(-2351) 529 6-11=( -31) 463
TOTAL LOAD= 42.0 PSF 7- 8=(-2596) 564 11- /=(-263) 203
OVERF.ANGS: 24.0" 0.0"
LL = 25 PSF Ground Snow (Pg)
BEARING MAX VERT MAX HORZ ERG REQUIRED BRG AREA
"" For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 0'- 0.0" -287/ 1708V -188/ 201H 5.50" 2.73 DF ( 625)
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 35'- 0.0" -198/ 1470V 0/ OH 5.50" 2.35 DF ( 625)
REPAIR 1: FOR BREAK IN WEB (6-10) ATTACH ONE 2X4 DF 4168TR AID-ON TO Iroan 2 Da s-qn re in kr+d for net(-5 psf] uplift ai 74 ^nr sparing
ONE FACE WITH 3" X .131 DIA. GUN NAILS 2 ROWS AT 4" OC + AMOUNTS IN ( (. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180
DO NOT NAIL INTO DAMAGED AREA. KEEP 2" MEMBER END DISTANCE. MAX LL DEFL = 0.040" @ -2'- 0.0" Allowed - 0.200"
MAX TL CREEP DEFL = -0.046" @ -2'- 0.0" Allowed - 0.267"
REPAIR 2: REPAIR FOR BREAK IN BC (9-10) AT KNOT. ATTACH ONE 2X4 DF 41&BTR MAX LL DEFL - -C.122" @ 17'- 6.0" Allowed - 1.704"
ADD-ON TO ONE FACE WITH 3" X .131 DIA. GUN NAILS 2 ROWS AT 4" OC + AMOUNTS MAX TL CREEP DEFL = -1.289" @ 17'- 6.0" Allowed = 2.272"
IN ( ). DO NOT NAIL INTO DAMAGED AREA. KEEP 2" MEMBER END DISTANCE.
MAX HORIZ. LL DEFL = 0.053" @ 34'- 6.5"
REPAIRS ARE ON DIFFERENT TRUSSES MAX HORLZ. TL DEFL = 0.088" @ 34'- 6.5"
Design conforms to main windforce-resisting
system and components and cladding criteria.
17-06 / 17-06 l Wind: 140 mph, h=23.5ft, TCDL=4.2,BCDL=6.0, ASCE 7-10,
1' 1 (A11 Heights), Enclosed, Cat. - • .S(Dir),
6-01-12 5-07-04 5-09 5-09 5-07-04 6-01-12 load duration factor=l.6, �r(� PR
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1 T T T T T T End vertical(s) are exd
Truss designed for w' i liNds 12 G'NE� Ss/
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JOB NAME : LENNAR 2448-A - B2 t '- °
Scale: 0.1660
WARNINGS: GENERAL NOTES, «bas omeywse noted: • -,
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1.Raider and erection contractor should be adored a sl General Notes 1.This design is based only upon me parameters Mown and is for an Individual
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Truss: B2 and Wa,l�gs berme c«nNam,commences. building mnponent Appllawny a design parameters end proper „Q ,�.
2.2x4 compression web bracing must be instated where shown+,
incorporation a convenient is line roaponaioriv d be biding designer.
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3.Additional temporary bracing to insure stability during conabucaan 2.Design assumes the tap and bollorri chords to he laterally booed at
is Me rosppewnddy dime erecta.AddAbndi permanent bracing a 2 oz.and at 1G o.c.sad,a,ply unless braced(TC)a out they length by �vjo CIST'ER
DATE: 4/5/2016 ate overall structure u the respmvbidy of me buidiq d continuousuImpactbridgisheatng
sada as bracing
re airedslieathere)and/or dryeat(Bc). C _4
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SEQ. : K1870382 4.Noloadscheeppan at no toeshaitanyaa«apeate thanane 4.Installation sesarelobeIn arose rro&oaenviron
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fasteners are complete and at no time should any loads greater 5.Design assumes trusses are b W used In a non-mrtoslve environment,
TRANS I D: L INK design bads be applied to any component and are for condition.of we.
5.CanppTnn hes no coned over and assumes no reap oasEity f«me S.Dewar.assumes full bearing at at supports shown.Shim or wedge t
fabrication,handing,shipment and installation a components. Denial°`°"�'. April 5,216
e.This design s furnshed subject to me imiWbns sal 1adh by 8. lotes shall be bboated on t�feces 4 buss.nage is and paced so they mete,
TRIMTCA in Boll,copies awhd,eN be furnished span request lines confide with joint tenter Ines.
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design vakMs 696 ESR-1311,FSR-1988(MiTek)
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