Plans (33) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR.
(0117075--PARR LUMBER—HI LLSBORO —Biggi lot 1 OW Avery C -- VERIFY VERIFY, OR — AGE)
Top chord 2x4 HF #2 This design shows repairs for notch cut through top chord as shown below.
Bot chord 2x4 HF #2 See drawing CAUSR7175 17016001 for original design.
Webs 2x3 HF #2
:M9, M10, M11, M12, M13, M14, M15, M16, M17 2x4 HF #2: Provi de temporary support duri ng repai rs or modi fi cati ons to trusses.
Trusses shall be i nspected by truss manufacturer or I ocal building
(a) Continuous lateral restraint equally spaced on member. department after completion of repairs to assure compliance with
Al pi ne desi gns and specfi cati ons.
Deflection meets L/360 Iive and L/240 total Ioad.
Creep increase factor for dead load is 1.50. (X) 3.5" long notch in top chord.
Truss designed to support 1-0-0 top chord outiookers and cladding (S) 2X4 X 6'0" DF-L #2 or better scab. Attach scab to one face, 1.5" below
Ioad not to exceed 3 PSF one face and 24.0" span opposite face. top edge of chord, centered on notch. Attachh 10d box nails (0.128"X3.0")
Top chord may be notched 1.5" deep x 3.5" wide @ 48' oc along top at 6" 0/C, staggered to prevent splits. Do not notch scab.
edge, only i n the area above I et-i n studs. DO NOT OVERCUT. No knots
or other lumber defects allowed within 12" of notches. Do not
notch in marked NNL lengths, or in overhang or heel (end) panels.
(X)
-'.\ .,.0.0(1,Si,r.:,. 0 NN i.
8 r •
iT r..Immoli
l12-4-7
I. I.0- 7
411111111 IIIIiIIk .i� 0-44--7
u 1liii II : h
4 18-0-0 j
1-6-0
•E
L— 18-0-0 -I_ 18-0-0 J
f'c 36-0-0 Over Continuous Support
R=126 PLF U=4 PLF W=36-0-0
RL=7/-7 PLF
Note: All Plates Are 1. 5X4 Except As Shown.
Design Crit: 1 RC2012/TPI -2007(STD) vEOPROFI�
PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 16. 01. 1, 6 : p `rS'., OR/-/1/-/-/R/- Scale =. 1875"/Ft.
**WARM NGI" READ AND FOLLOW ALL NOTES ON THIS DRAWI NGI •
Truss 25N4thAve,sofOreus 9711357-_118 ••I PORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f�/Q 9 TC LL 25. 0 PSF REF R7175- 830
825 N 4th Ave,Cornelius OR 19575
ITrussescrequl re extreme BCS c(re I n ngbCi cati en, handl 1 ng, or ppi ng, I nstal I Ind WTCA)and brad ng. Refer toec and fol I ow TC DL 10. 0 PSF DATE 08/03/17
the latest edl-CI on of BCSI (But l dl ng Component Safety I de mon, by WI and SI for safety practl ces pal or ;�
to perform!ng these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,
top chord shall have properly attached structural sheathing and bottom chord Shall have a properly attached �- !. BC D L 7. 0 PS F
rl gl d cel I I ng. Locati ons shown for permanent I ateral restrai nt of webs shal I have braci ng instal 1 ed per BCSI DRW CAUSR7175 17215062
rI T" sections B3, B7 or 810, as applicable. Apply plates to each face of truss and post ti on as shown above and on01 03/20 7
• ,4 II I Ol�N I , the.101 nt Dotal ls, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate posttlons
ILI, J , Al pi me, a dl vl sl on of I TO BSI I dl ng Components Group I ne. shat I not be responsible far any devl anion from thi
s OREGON BC LL 0. 0 PSF CA-ENG GWH/GWH
drawl ng, any Pal I urn to boil d the truss 1 n conformance wl th ANSI/TPI 1, or for handl I ng, Ohl ppl ng,
AN ITW COMPANY I nstal lotion&bract ng of tresses. '9R"an.20,1990 �P TOT, LD, 42. 0 PSF SEAN- 16365 REV
a A seal on this drawl ng or cover page I I et'ng this drawl ng, I ndl cater acceptance of profess!oral engl neer)ng O �.1
responsl Di I I ty solely Tor the des!gn shoat. The•
sN!tebl I ty and a of this drawing for any structure I s the 1,D y�. `, OUR. FAC. 1. 15 FROM B B
8351 Rovana Circle responsl bl 1 I ty of the But I d!ng Designer per ANSI/TPI 1 Sec.2.
Sacramento,CA 95828 Far more Information sae th1s lob's general notes page and these web Si ter:
Renews 6/30/2019 SPACI NG 74 0" 1RFF- 1W32717F711f1