Report •
1-14 W,,' Pled
This design prepared from computer input by
YetPOL.^ - � Pacific Lumber and Truss-BC
LUMBER SPECIFICATIONS TRUSS SPAN 31'- 0.0" `Y1IBC 2D1S MAX MEMBER FORCES 4WR/DDF/Cg=1.00
TC: 2x4 OF 2400F LOAD DURATION INCREASE = 1.15 1- 2=( 0) 35 2- 9=(-291) 2222 2- 3-(-2700) 337
BC: 2x4 OF 4416BTR SPACED 24.0" O.C. 2- 3=( 0) 200 9-10=(-174) 1502 4- 9=) -368) 236
WEBS: 2x4 OF STAND 3- 4=(-2499) 330 10- 8=(-291) 2246 9- 5 ) 0) 881
LOADING 4- 5=(-2288) 216 5-10-( D) 893
TC LATERAL SUPPORT <- 12"OC. UON. LL) 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-23D9) 216 10- 6=) -3801 236
BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2524) 330 7- 8-(-2649) 337
TOTAL LOAD - 42.0 PIE 7- 8=( 0) 77
LETINS: 3-00-00 3-00-00
Snow: ASCE 7-10, 25 PSF Roof Snow(Ps)
OVERHANGS: 9.6" 0.0" Cs=1, Ce=1, Ct=1.1, I=1 BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA
LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
ADDL: BC CONC LL+DL= 75.0 LBS @ 13'- 6.0" 0'- 0.0" -155/ 1471V -82/ 86H 5.50. 2.35 OF ( 625)
-• For hanger specs. - See approved plans ROIL: BC CONC LL+DL- 75.0 LBS N 17'- 6.0" 31'- 0.0" -155/ 1410V 0/ OH 5.50" 2.26 DF ( 625)
BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE
LIVE LOAD AT LOCATIONIS) SPECIFIED BY IBC 2015. II__
THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. !'OND. 2: Design checked for net(-5 psfl uplift at 24 "oc spacing
City of Tigard VERTICAL DEFLECTION LIMITS: L9
0'-
- /6 l"0, lowed80
MAX IL DEFL = C0.001" 8 -9.6" Allowed = 0.080"
Approved Plans MAX TL DEFL = -0.351" @ 0'- -9.6"40 Allowed = 2.006"
MAX LL DEFL = -0.188^ @ 10'- 9.0^ Allowed = 1.504"
�f MAX TL DEFL = -0.180" @ 10'- 4.0" Allowed = 2.504"
B /t .� / " Date (0 / /5 SEASONED LUMBER IN DRY SERVICE CONDITIONS
y {`y_;yW/,►'1y c f_1+ MAX HORIE. LL DEFL - 0.041" @ 30'- 6.5"
MAX HORIZ. TL DEFL = D.073" @ 30'- 6.5"
T 15-06 4 15-06
Design conforms to main windfocce-resisting
2-09-10 4-11-06 7-09 7-09 4-11-06 2-09-10 system and components and cladding criteria.
"f 'f f 1 1 1 T Wind: 120 mph, h=22.6ft, TCOL=4.2,81CDL=6.0, ASCE 7-10,
12 12 (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir),
5.00 1 . M-4x6 Q 5.00 load duration factor=1.6,
Truss designed for wind loads
4.0" in the plane of the truss only.
5 '4-T.OFFICE COPY R V1S RECEIVED
M-1.5x3 M-1.5x3 ®1V
111 MAR 1 2 2020
M-3x6 M-3x6 BUI D)VG DIVISION
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M-3x6(S)yy y 441IPy,
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RD POPL-sy y .1, � QEN
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\GJ�NGEFr012-00 19-00 (� l9 �y y '� 9
0-09-10 31-00 'AZ 89200PE N
JOB NAME : 22680 SAGEBUILT FRANKLIN - C3FAU
Scale: 0.2040
WARNINGS: GENERAL NOTES. whose others.*noted.
1.Sulkier and eresion contactor 4muabe advised of all General Notes 1.Tins d. is bandonly doon Me1armebn:Mown and star an:Ml5dual -y OREGON
Truss: C3FAU end Wanings before wrest von.omm.a. raiding component ecpimuub&deign panmmn and.roper L 4, y o1Ix �A
2.2s4 compression grab bracing must be installed where 4wcn•. incorporation&compared is Me reapomi°Iib of Me Braiding deign,. �/
a Pddidoml temporary bracing to inure emNily during con4han zw.pna.wmp Me fop and bottom dqNs m be l.bnlr Braced at
b A.reepon4blrty&Wte erector.hid dorW permanent bracing of 70.c.ou co la 0..nad,.. y Me%bracedhroaghdN their length by O 14,2
DATE: 2/25/2020 theownlle5omn is de naponaibb of d.4 cormwmn emeadgor such..plywooduiadn(TC)aMnn dmwlgec).
bo 'g designer. 3.atImpanbaghg or lateral bating readied where ran.•• ��pI1
SE K'7403389 4.No load4m.a be apdiand any component and.rbraybabng and 4.Deignon of Huse is heWn be+ib of the n..pmn.e,contractor.
(-1 In
Q' Iubnenera complete and at no One should any loads gnats,than 5.Deegn assumes tune*are to be used in.non-cures*onnrumrent
n load.be component any compmx. and ere for•dry condition'oy use.
TRANS ID: LINK design6.Camper,galeanmcoMol over and assumesnon.ponsibilmlmh. B.awn..w,m..md�.rareal.11>uppartew,awn.6n�manw.dg.d RENEWAL DATE: 12-31-2021
bbdotion.handling.Nipmed and ineblloton o Wmponent& Design.
7.pa4.shallbea.todoboltacelopmsd.°. February 25,2020
6.This deegnn SCSI, subject wm the rimeaurn..&roM by e.Plates comrade
lacabdendrsnot truss,and placed so Mew canter •)
TPIANyLA in SCSI,co*,co of which ail be furnished upon repuert gre.mmtls Mh joidat in Ines
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MITek USA.Inc./Comma=Software Lill-SPb 30 L)-E 10.For basin patecror pats deign are ESR-1311.ESR-1988 musk) •
RECEIVED
MAR 1 2 2020
CITY OF TIGARD
BUILDING DIVISION
3/11/2020
To whom it may concern,
Regarding furnace installation inside of roof truss diaphram:
A platform built on top of the bottom chord of roof trusses shall be built in areas
indicated on truss engineering page (C3 FAU). Each truss is designed to support an
additional load of 150#.
Platform to be built over enough trusses to support the weight of furnace unit
and platform. (IE: 150# x3 = 450# )
I hope this clears up any question.
Sincerely,
Doug Minor
DOUG MINOR
TRUSS SALES
dougm o@paclumber corn
CELL: 503-969-9266
tuber
& TRUSS COMPANY I