Plans (26) 1; ip2o17-ms s?
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(R_0717010 - BGE)
Specification for field condition: (a) #3 or better scab reinforcement. Same size & 80% length of web
Truss outlookers may be notched up to 2-1/4" deep and member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC.
top chord splice plate may be cut as shown. /0.76g
Q -9--i �
See drawing CAUSR7175 17286051 for lumber, plates, and 6
4746
No repair required, provided that no grade limiting lumber other data not shown here. r9
defects, such as wane, knots, or splits, exist within 12" 1 7
of the notched top chords. After field modifications, trusses must be inspected by
the truss manufacturer or local building department to
(C)Remainder of cut plate (different from engineering) must assure compliance with ALPINE designs and specifications.
have full wood to plate contact.
0-3-8
removed
0- --
area
(C)6X12 -12
__ 0* ta,
.
(C)6X12
5
VOP (a) 8-8-1
—, 5
I
T _ 0
I - - , --�--_. - n a C a _ —n _ z a : - . AM 18-0-0 —
/////////////////////////////////////////// vs,
1-6-0
20-0-0 20-0-0
40-0-0 Over 2 Supports =1
R=126 PLF U=5 PLF W=20-0-0 R=124 PLF U=10 PLF W=20-0-0
RL=7/-7 PLF
Note: All Plates Are 2X3 Except As Shown.
Design Crit: IBC2015/TPI-2014(STD) isQU PROFFS
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02.W! `All }fifF 4).1) OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Components of Oregon (503)357-2118 TRUSS REPAIR CJS !p �Q 9 TC LL 25.0 PSF REF R7175- 99648
825 N 4th Ave,Cornelius OR 97113 „_141 83294PE
DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE K 0.00.' - DL 10.0 PSF DATE 11/30/17
AND THE FEASIBILITY OF REPAIR. IN SOME CASES THE PRUDENT SOLUTION IS TO SCRAP ---THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESSIVE BC DL 7.0 PSF DRW CAUSR7175 17334169
T' CA LLJ �N E IT
ISCVIT STRESS FROMEBENDING OR SHOCK CANNOT BE READILY DETECTED. THEREFORE,I11/30/2017
0) NE IT IE VITAL THAT THE TRUSS FABRICATOR AND BUILDING CONTRACTOR CONSIDER THE BC LL 0.0 PSF CA-ENG PBC/BTT
CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO REPAIR OR REBUILD. -�yW OREGON
AN IOW COMPANY REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS •�,p �i,,,14,20 n� TOT.LD. 42.0 PSF SEAN- 9485
REPORTED BY THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY V ��f��yW(Sv DUR.FAC. 1.15 FROM BB
8351 ROvana Code INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE, IF ANY, " -------------
SacumentO,CA 95R28 AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. SPACING 24.0" J REF- 1 W6D7 1 75Z06
Renewal 6130/2018