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SEQN:97579/ COMN Ply: 1 Jab Number: T97659 REP Cust:R9073 JRef:�WS090730026T13
FROM: Qty: 1 Dsgnr:John Henneman DrwNo: 042.20.112123831
Truss Label: 82 DW / BM 02/11/2020
�_ 7'4"13 � 12'10"6 _i_ 20' + 2T1"8 + 32'7"3 + 40' �
7'4"13 5'5"11 7'1"8 T1"8 5'5"11 7'4"13
=6X6 1111.5EX4 =_6F6
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arn W
w2
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=6X6 =4X4 ,Y =5X6 z =-4X4 =6X6
2X4 SPF#1/#2-CAN Scab 3-P-0
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1O' T 2O' 30' 4O'
Loading Criteria(ps� Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 35.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity
TCDL: 10.00 Speed: 115 mph Pf:NA Ce:NA VERT(LL): 0.177 E 999 240 Loc R+ �R- /Rh /Rw /U I RL
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.338 E 999 180 N 2410 /- /- /1027 /52 /236
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 H - - J 2410 /- /- /1027 /52 /-
EXP:C Kzt:NA
Des Ld: 55.00 Mean Height:15.00 ft HORZ(TL):0.185 H - - Wind reactions based on MWFRS
NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 N Brg W idth=5.5 Min Req=3.8
Soffit: 0.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.747 � Brg W idth=5.5 Min Req=3.8
Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std:2007 Max BC CSI: 0.826 Bearings N&J Fcperp=425psi.
Spacing:24.0" C&C Dist a:4.00 ft Rep Fac:Yes Max Web CSI:0.772 Members not listed have forces less than 375#
Mazimum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:not in 6.50 ft �/RT:16(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver.18.02.00A.1126.20 C-D 278-2842 E-F 270 -2465
�umber D-E 270-2465 F-G 279 -2842
Condition:
Top chord 2x4 SPF 1650f-1.5E This Truss Label:B2 has a broken web 1-0-11 up and ieft of JNT L Mazimum Bot Chord Forces Per PI Ibs
Bot chord 2x4 SPF 1650f-1.5E as shown.All plates and joints shall be fully intact and undisturbed. Chords Tens.Com Chords Tens. Com
Webs 2x3 SPF#1/#2:w1,w11 2x4 SPF Stud: Solution: p� P�
:w2,w10 2x4 DF-L 1800f-1.6E: Restore any original camber to the truss and support as necessary. N-M 2359 -61 L-K 2101 -14
:w3,w9 2x3 SPF#3: Cut and appiy 2x4 scab to each face of the truss using M-L 2101 -9 K-J 2359 -73
0.128"x 3.0"10d box nails at 3.0 inches on center staggered
Bracing throughout all members.The circled number indicates the minimum
(a)Continuous lateral restraint equally spaced on number of nails required in each face of each member on each side Maximum Web Forces Per Ply(Ibs)
member. of the break in good wood.Apply nails per NDS requirements. Webs Tens.Comp. Webs Tens. Comp.
Loading B-N 171 -542 L-F 604 -61
N-C 89-2845 F-K 501 -38
Bottom chord checked for 10.00 psf non-concurrent M-D 501 -38 G-J 89 -2845
bottom chord live load applied per IRC-12 section D-L 604 -61 H-J 169 -542
301.5.
E-L 122 -776
Purlins
In lieu of structural panels use puriins to brace all flat
TC @ 24"oc.
Wind
W ind loads based on MW FRS with additional C&C
member design.
Additional Notes ����ryCBftlfythafiMspINI,SpCc�ic2lipt,
o�report was{repared byme w under my
Refer to General Notes for additional information arect u�a�andthat 1 am a dury
Licensed Rdessiamal Enpineer tmci�r
The Laws n/tlfe Stale d Mnwsola
�e�.����
BRAD�EY[ ORRIS
Date � License No 11i72
�2�11�2�20
"WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAW ING!
"IMPORTANT*' FURNISH THIS DRAW ING TO ALL CONTR,4CTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin ,handlin9 shippin installing,and bracing. Refer to and follow the latest edition of BCSI(Building
Component S fety Information,bY TPI an�SBCA)tb�safety�ractices pnor to performing these functions. Installers shall provide temporarv
bracing per B�SI.Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly
attachetl riqid ceilinq Locations shown forpe rmanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,67 or 810,
as applicab�le. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted othenvise. I�efer to A IPL N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,,,��,,,,M.
t r u s s i n c o n f o r m a n c e w i t h A N S I/T P I 1,or for han d linq,s hipping,ins ta l la tion an d bracing o f trussesA seal on this drawi r Sg or cover page,, pgp0 N.Great Southwest Parkwa
listing this drawinq indicates acceptance of proTessionar engineering responsibili solely for the des-ign shown. The sui�ability
and use of this �3�awing for any structure is(he responsibility of the euilding Desig�er per ANSI/TPI 1 5_ec.2. Grand Prairie,TX 75050
For more infortnation see this�ob's eneral notes a e antl these web sites ALPWE: www.al ineitw.com;TPI: www.t insto ;SBCA:www.sbcindust .com�ICC: www.iccsafe.o