HomeMy WebLinkAboutAPPROVED, 520-1661991-KLAESEN-TRUSS-SignedTRUSS LABEL: T01
N
e0
e(.0
00
8'-2"
5'-9516"
12
5 12
29
2X4 COLLAR TIE
5X6 20 GA PLATES -
TYP BOTH SIDES
2X12 BOTTOM CHORD
DESIGN LOADS:
1/4" = 1'-0"
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
BOTTOM CHORD LIVE LOAD = 30 PSF
BOTTOM CHORD DEAD LOAD = 10 PSF
MEMBER FORCES:
1-2
909 Ibs
2-3
734 Ibs
3-4
447 Ibs
4-5
447 Ibs
5-6
734 Ibs
6-7
909 Ibs
7-1
563 Ibs
5-10d NAILS
16' 4" EA. SIDE
2'-41 16,.
2X6 TOP
CHORDS
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.15
DEFLECTION
VERT LL: 0.3 in.
VERT TL: 0.4 in.
REACTIONS:
MAX. VERTICAL: 1,174 LBS.
MAX. UPLIFT: -391 LBS.
WIND:
ASCE 7-16, 160 mph, Exposure C, D.O.L.=1.60
NOTES: 1
2015 IBC/IRC, 2018 IBC/IRC, 2020 FBC/FRC N\0\\\1111 11111/n//�
ANSI/TPI 1-2014 This item has been digitally signed and sealed by\�NA'E N!<�
TRUSSES TO BE SPACED @ 24" OC Richard Wills, PE. on the date adjacent to the seal. P' SF''•.
MATERIAL TO BE 2X4 SPRUCE -PINE -FIR GRADE #2 OR BETTER (U.N.O.) Printed copies of this document are not considered `*: No"76835
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. signed and sealed and the signature must be
verified on any electronic copies. A;
STATE OF
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES iXzSS.ONAiFENG\�
#ESR-1082.
NOTE: TRUSS IS DESIGNED AS AN IMPORTANCE CATEGORY I STRUCTURE (AGRICULTURAL 25 MAY 2021
OR MINOR STORAGE FACILITY WITH LOW HAZARD TO HUMAN LIFE) W/ CORRESPONDING
LOAD REDUCTIONS. FOR ALL OTHER USE, SITE SPECIFIC DESIGN IS REQUIRED.
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Drawn By: DWM Date Drawn: 8/16/2010 Checked By: Date Revised: Scale: 1/4" = 1'-0"
a Title: FRAMING DETAIL
TUFF SHED 16' PREMIER BARN SHED TRUSS
rage Buildings & Garages WITH CEILING JOIST
SS LABEL: T02
N
OD
rn co
8'-2"
5'-951 6„
O 12
Q 5 12
\ � 29
2X4 COLLAR TIE
5X6 20 GA PLATES
TYP BOTH SIDES
3X4 20 GA PLATES
TYP BOTH SIDES
11'-3y4"
16'-4"
1 /4" = 1'-0"
2'41 yl 6"
2X6 TOP
CHORDS
DESIGN LOADS:
REP MEMBER INCREASE: YES
TOP CHORD LIVE LOAD = 20 PSF
LUMBER D.O.L.: 1.25
MEMBER FORCES:
TOP CHORD DEAD LOAD = 10 PSF
1-2
975 Ibs
TOP CHORD LATERAL LOAD = 35PSF (130MPH EXP. C)
DEFLECTION
2-3
796 Ibs
VERT LL: 0.11 in.
3-4
796 Ibs
NOTES:
VERT TL: 0.19 in.
4-5
975 Ibs
2015 IBC, 2020 FBC/FRC
6-7
543 Ibs
ANSI/TPI 1-2014
REACTIONS:
TRUSSES TO BE SPACED @ 24" OC
MAX. VERTICAL: 1,307 LBS.
MATERIAL TO BE 2X6 HEM -FIR GRADE #2 OR BETTER
MAX. UPLIFT: -473 LBS.
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
WIND:
PLATES ARE MANUFACTURED BY EAGLE METAL ASCE 7-16, 160mph, Exposure C, D.O.L.=1.60
PRODUCTS, ICC-ES #ESR-1082/LARR #24870.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT This item has been digitally signed and sealed by ``\`\GNARD rw/<�X�,
UNLESS CEILING JOIST OR OTHER TENSION TIE IS Richard Wills, PE. on the date adjacent to the seal.
�� P' ` c E NSF'��'
PROVIDED
No. 76835
Printed copies of this document are not considered -7k
NOTE: RAFTER IS DESIGNED AS A RISK signed and sealed and the signature must be —
verified on any electronic copies. �: s.nre of °Q CATEGORYISTRUCTURE
(AGRICULTURAL OR MINOR STORAGE °'`F F<oaioP •'`o`'.���
FACILITY WITH LOW HAZARD TO HUMAN ��isS�pNil F�NG�?\``\`
LIFE) W/ CORRESPONDING LOAD
REDUCTIONS. FOR ALL OTHER USE, SITE
SPECIFIC DESIGN IS REQUIRED. 25 MAY 2021
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Drawn By: DWM Date Drawn: 8/16/2010 Checked By: Date Revised: Scale: 1/4" = V-0"
®Title: FRAMING DETAIL
ffiTUFF SHED 16' PREMIER BARN SHED TRUSS
rage Buildings & Garages