HomeMy WebLinkAboutS602.pdfJOIST HANGER PER
WEB STIFFENER EA
FACE
CONTINUOUS 1.75x11.875"
LSL LEDGER W/ (2) 5/8"Ø
EXP ANCHORS @ 32" OC
CONC WALL
9/S6016 1/2"3"DIAPHRAGM EDGE
NAILING
MIN 4 1/2" EMBED
SIMPSON LCE4 W/ MAX
NUMBER OF NAILS PER
MNFR, AT LVL TO PSL
BEARING CONNECTION
K
MAXIMUM UNIFORM LOAD APPLIED TO OUTSIDE BEAM (PLF)
A 470
C
B 355
-
NOTES:
1. BOLTS ARE A307-36. BOLT HOLES = SAME DIAMETER AS BOLT.
2. USE WASHERS @ HEAD & NUT.
3. USE (2) ROWS OF FASTENERS FOR BEAMS < 12" NOMINAL.
MULTIPLE
ASSEMBLY
TYPE
(3) ROWS 16d 3-1/2"
COMMON WIRE @
16" O.C.
(3) ROWS 16d 3-1/2"
COMMON WIRE @
12" O.C.
(3) ROWS 1/2"
BOLTS @ 24" O.C.
(3) ROWS 1/2"
BOLTS @ 12" O.C.
705
530
-
503
380
340
1010
760
680
ASSEMBLY A
(2) PCS. @ 1-3/4"2"2"ASSEMBLY B
(3) PCS. @ 1-3/4"2"2"ASSEMBLY C
(4) PCS. @ 1-3/4"2"2"7" WIDE BEAMS SHOULD ONLY BE
USED WHEN LOADS ARE APPLIED
TO BOTH SIDES OF THE MEMBER
(TO MINIMIZE ROTATION).
MARK 1 2 3 4
PL 3/8 EA FACE, TYP SPACE
BTWN PLATES SHALL
EQUAL BM WIDTH +1/8"
BACK PL 3/8, TYP
BOT PL 3/8, TYP
TYP
1/4TYP
1/4TYP3 3/4"3"1 1/4"1 1/2"3 1/2"
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:47 PMS602
TYPICAL WOOD DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE1 TYP WOOD JOIST AT CONC WALL
NO SCALE2 LVL BM TO POST CONN
NO SCALE3 MULTIPLE-MEMBER CONNECTION
NO SCALE4 TYP WOOD BEAM AT CONT COLUMN
No. Description Date
PERMIT SET 07.02.2015