HomeMy WebLinkAbout40 Pequod Circle Second Floor Framing 2LEGEND
Bearing Wail Below
_Bearing Wali Above _ _
L— — — — — — — — — — _ 1
Non -Bearing Wall Below
Non -Bearing Wall Above
L— — — — — — — — — — — —
Post Below Post Above
Post Above & Below
Multiple Member Beams
Side Loaded Connection
1/2" dla. Boft (b)
nI-
2"min.
niform Load
. per lin. R. )
Num12" o.c. 6" o.c.
Mert
1.3/4
1000 2000
Bolt Spacings 12"die.1st
Bolt (b) 750
1 01 44V 670 1330
2"min.
(a) 7' wide members must be badetl f rom both sides.
(b) flehoeaOmsb�higher)
Use flat washers enndholeI dol.
(0)value" inn-"nowtable
8 wehem weecleweincreased 15% for snow based MOTS n
25%}
Bolt
Last Saved Date: 8/11/2003 4:13 PM
Multiple Member Beams
Side Loaded Connection
1 3/4" Vema-Lam
Nail Pattern
16d common nals.
Sea Chan Max Uniform Load
(lbs. per
lin
ft)
N b:
U�hmh
mr
mhM 4 3(a)t 2390 3555
(a) Neil pattern for 3 - piece member must occur on both sides.
Nal values may be Increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
Fag Multi le Member Connection Nail
Nail each erd
with 1 -3.
(10d) nail
4l L
1'W' minimum and bearing length
at all floor and roof details.
F13 -D Attachment at End
N.T.S.
Load Beadn
Welk
AJS T" Blocking Panel.
Use 3"(10d) nails at 6" o.c.
F13 E Blockin Farnell at Interior Be`a
N.'.5.
F08 Fort Load Trarrofer
N.T.5.
Toe nail rim board to plate with VAT (fid) naris at
6" o.c. a w lh 3K' (16d) nals at 12"0.0.
a
F14 -A Rim Board
N.T.S.
34' 10.12"
2ND FL PDDITION
114" = 14'
Joist
LVL beam
Fig LVL Header 0 enin
NT.S.
Rmboard and AJS Tide-by-skle.
Phil rim board and rinfJoht w lh
2'h' (K nals at 6' o.c.
F13 C Exterior End Wall Support
N.T.S.
I AUG 1 2003
Accessory Schedule
Mark
I Qty
Manufacturer Product
Description
H1
19
Simpson Strong -Tie Inc. ITT39.5
2-12 x 9-12 Top Flange
H2 112
Simpson Strong Tie Inc.
ITT9.5
1-3/4 x 9-12 BCI® Top Flange
REVISIONS:
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Notes:
Shop drawings, typical details
and framing plans, outlining
Installation procedures and unit
Identification marks, shall be
submitted for approval by the
project architect and/or engineer.
Exact quantities and lengths are
the responsibility of the contractor.
Contractor Is to verify all beams
and joists at their exact locations.
The floor system (11jolst, LVL) are
designed for floor loads only.
Roof loads from rafters, bracing,
and beams must bear on exterior
walls and Interior walls with bearing
straight through to a footing. Any
roof loads carried by the floor system
must be so Indicated on the framing
plan submitted to us for take -off.
Product to be stored, handled and
Installed In accordance with
manufacturer's recommendations.
BC FRAMER® 2002
SCALE: 1/4" = 1'-0"
DATE: 8/11/2003
BY: MLL
FILE: ANDERSON RES SHEPLEY DWG.
DWG:
SHEET: 1 / 3