HomeMy WebLinkAboutEngineer's Memo 03.25.2019(2) 2 x 4 HDR. w/ LUS210-2
HANGER w/ (4) 16d FACE
NAILS INTO BACKER MIN.
9 1/2" TJI-210
CONTINUOUS 7/8" x 12" LONG
WEB BACKER EA. SIDE w/
(10) 10d
CONNECTION DETAIL
SCALE: 3/8" = 1'-0"
NOTE:
SEE TRUS JOIST TECHNICAL BULLETIN TB818 FOR
REPAIR TO JOISTS w/ SIDE FLANGE NOTCH. REPAIRS
ARE SUBJECT TO MFG. CONDITIONS AND LIMITATIONS.
ANDERSON STRUCTURAL
ENGINEERING, INC.
823 GRAND AVE.
SUITE 340
GLENW00D SP GS. CO 81601
(970) 984-0320
DESIGNER: ADC
CHECKER: LKA
PROJECT NO. 1500-35
REVISION: CONSTRUCTION 3-25-19
DWG. NO.; S.7
LOT 9 RIVERBOAT
NEW CASTLE
SECTIONS AND DETAILS
(2) 2 x 4 DF No. 1
9 1/2" TJI-210
TYP.
3'-6"
- WALL BELOW TYP.
CUT DAMAGED JOIST
BEAM PER PLAN
sr-
- CUT DAMAGED
JOIST Q BEAM
PLAN AT DAMAGED JOIST COND. 1
SCALE: 3/8" = 1'-0"
BEAM PER PLAN
9 1/2" TJI-210
TYP.
WALL BELOW
(2) 2 x 4 DF No. 1
-4"
TYP.
J
CUT DAMAGED
JOIST
PLAN AT DAMAGED JOIST COND. 2
SCALE: 3/8" - 1 '-0"
ANDERSON STRUCTURAL
ENGINEERING, INC.
823 GRANA AVE.
SUITE 340
GLENYf000 SPGS. CO 81601
(970) 984-0320
DESIGNER: ADC
CHECKER: LKA
PROJECT NO. 1500-35
REVISION: CONSTRUCTION 3-25-19
DWG. NO.: 5.7
LOT 9 RIVERBOAT
NEW CASTLE
SECTIONS AND DETAILS