Report (2) 24a245)- c031
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Pacific Lum ercac3 Truss-BC i
LUMBER SPECIFICATIONS TRUSS SPAN 34'- 0.0" IBC 2013 MAX MEMBER FORCE; 4NR,"D0F;Cq'1,00
TC, 2x4 RDDF NiPB!'R LOAD DURATION INCREASE - 3.1i _ 2.1. 33 -10-,- %' 2052 3-10.4-253: .152
IC, Ix4 1L0DF 01+B0R -SPACED :4.0" 0.C.
3= I 0) 370 10^11- .7 10- 4"-. Ct 607
UE0.2, 2,4 RUDE LTAND 3- -
LOADING 4- - 003 210 12- 1 i :Gi: 11- 5rt -04i 1351
It LATERAL SUPPORT -. :."OC. UvN. LL, .u,O)"DL" 7.0; ON 2:7P CHOfiL - 32.-0 POE' 5- .+:.._[ 210 11- G=i-3043 i2?
_e LATERAL SUPPORT « 12'OC. MON, DL ON SOTTOM CHORD- 10.0 PIE' . 51 -124; 0) f.0?
TOTAL 1010 z 42.0 PSf ._3320 370 531 1`.2
_.ERHA1112. 2,2. 54. _ 0.; 0_ 32
Ono , A3c: -1U 1 PSG Roo. F 0no71 si
„s41, Ce-1,..Ct-1,I -I.
BEARING MAX VERT MO,-; BORE SRO REQUIRED BRG AREA
BOTTOM CHORD CHECKED FOR A 20 PIP LIMITED STORAGE LOCATIONS REACTIONS REACTIONS nrze - .IN ,IRECIE i
LIVE LOAD AT LACA Ot S1E �1ED BY IBC 201 0'- 0, -1.7 1046 1 353 135H 50" ,45 K0OP
THE B„TTOM CHORD DEAD LOAD 15 A MINIMUM OF 10 PSC. 34'- 0.0' -170; 1$453 01 OH 5_50 2,95 RUDE , PUBi
REPAIR:2x4 LEDGER APPLIED TO ONE FACE
OF TRUSS TO ALLOW NAILING FOR
SHEATHING,NO ADDITIONAL LOADS l..- 1 3i_5}5RsAl _.L xxr,.(-5..pa1L t4itt a 44.._•,or. ns,
APPLIED VERTICAL DEFLECTION LIMITS: LL31,1240, T.-L113O
MAX LL DEc-F -0,000" N 0'- - Allo,ed* 0_0B7"
MAIL T1. DE FL= -0,00' 5 0'- ,Led m 0.DB D.
rlAx LL DEFL- -0,15 2 E 4 .4' Allowed 1.5E4"
MX LL O£FL 1' 55 '- 5,B 11 eA r,_6
ATTACH 2X4 DF NO.2 SCAB TO ONE FACE OF MA? LL DPL . -n L0" 0 34'- ,: Allowed m 0.6£7"
TRUSS WITH A CLUSTER OF(3)(0.13 i"X 3") MAX IL D£P1 = -c 0_. Allowed- 4.04;"
NAILS INTO EACH INTERSECTING MEMBER. SEASONED LUMBER IN ,0. Allowed
SERVICE CONDITIONS
MAX 0ORTZ. LL DEFL . 02064. n 43'- e,xa".
MAX HORI2, TL D£FL m 0,02E"0 33'- 5,'s":
L JU 17-C Q
.,..,., .._..,..._._.,. -.q., I Design conforms to main mindfosce-resisting
. system and cem„onent. and cladding criteria,c-00-05 C-05-I3 5-GS-13 -OS-i: 5-0 -13 3-04_05
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143od: 120 mph, h-23,4fi, TCOL'4.2,BCDL-E.0, ASCE 7-1G,
12 12 ,A11 Heights), Enclosed/Pr, Open, Cat-2, Exp.B, MHFRS;D1r ,
5.00 24-4y:6 f..4C P01-1_5., B-45£t, L-34ft, E-4ii. Gable/Hi
Truss. p, CONmon.
s
designed for wind Loads
In the plane of the truss only.
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Truss: C2 ,., Il .4,. . t ,. 4. OREGONt. �11✓
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TRANS _. C., e.. r.,.0 ; , _. .,,,� ", ., RENEWAL DATE:12-31-2021
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,4 sa ,. <. r ter_. ,.-ew�, WPM:,ecied
June 24,2021
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Mi7 ex USA.Sm!C _r.$0*w;e,70-5P-3;tt_E ,v sx ca..c-00.0m per c.uyr:vahws se.UR-±3,,Esp.Esie;40.0