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VERIFY
2)2X10 LEDGER BY BUTLER.
PLEASE VERIFY A L L END DETAIL TO
MATCHSTI FLOOR
(2)2X10 LEDGER
FLOOR TRUSS END DETAIL
Denotes approximate location of tub/shower or toliet.
Builder to verify locations for truss placement.
Dimensions shown for floor truss placement are approximate.
2)2X10 LEDGER BY BUTLER.
FLOOR TRUSS LAYOUT
Scale: 3/8"=V-0"
U Q NOTE:
H 1.AI1 walls shown are load bearing unless otherwise noted. Load bearing wall designed by others.
(n 2.This drawing is for truss placement only. It is not laid out or placed by truss engineer of record.
It's sole purpose is for field installation only.
3.Refer to individual truss design drawings for truss calculations and special loading conditions.
2-0-00 4.Truss designed in this layout for vertical load only. Lateral load designed by Project Engineer.
5.Structural sheathing designed by others.
6.Simpson installation shall be per connector manufacturer's guildelines. All connectors and tie downs,
other than truss to girder truss connectors,are to be specified and supplied by others.
7.All truss spacing is 24" O.C.;Otherwise especial noted.
20-00-00 8.All truss bottom need rigid ceiling directly applied or add 2x4 bracing spaced 6'-0" O.C..
9.Only Truss Reaction >5000# or Uplift >1000# Values Shown On the sealed truss design drawings.
REVIEWED FOR
-.,ODE COMPLIANCE
; T. L.1.)I E COUNTY
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REVISIONS
FOR APPROVAL: 08/17/2021
REV #1:
FOR CONSTRUCTION I
ROOF LOADING
TCLL =
PSF
TCDL =
PSF
BCLL =
PSF
BCDL =
PSF
TOTAL =
PSF
DUR. _
FLOOR LOADING
TCLL =
PSF
TCDL =
PSF
BCLL = u
PSF
BCDL =
PSF
TOTAL =
PSF
DUR. _
WIND SPD,Vult = MPH
RISK CATEGORY =
EXPOSURE CATEGORY =
OCCUPANCY CATEGORY =
NET UPLIFTS DEAD LOADS = PSF
DESIGN CRITERIA
FBC 2020
TPI 2014
Truss member design & connector plates are
designed for ASCE 7-16 and maximum forces
from both components and claddings and
main wind force resisting systems.These
trusses have been reviewed to carry an
additional 10 psf. non -concurrent bottom
chord live load.
All wood beams are assumed to be drop or
headers U.N.O..
Steel beams supplied by others.
FBBO = Flush Beam By Others
DBBO = Drop Beam By Others
SBBO = Steel Beam By Others
N1 : 2x top chord side scab by others,see
truss design drawings for details.
N2 : Conv. frame overhang by others.
THIS IS A TRUSS PLACEMENT DIAGRAM
ONLY.These trusses are designed as individual building components to be
incorporated into the building design at the specification of the building designer. See
individual design sheets for each truss design identified on the placement drawing. The
building designer is responsible for temporary and permanent bracing of the roof and
floor system and for the overall structure. The design of the truss support structure
including headers, beams, walls, and columns is the responsibility of the building designer.
For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from
the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.
UNIVERSAL
TIMBER
STRUCTURES
623 West Bridgers Ave,
Auburndale, Florida 33823
(863) 965-0213 Telephone
(866) 688-7526 Toll Free
(863) 967-1082 Fax
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3/8"=1'-0"
J21-0213
MBA #
SHEET
P21-0246
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