HomeMy WebLinkAbout141.52 - Floor PlansLEGEM0
Bearing Wall Below
Bearing Wall Above
L _ — — — — — — — — — — -1
Non -Bearing Wail Below
Non -Bearing Wall Above
Post Below Post Above
Post Above & Below
0
Multiple Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
Max Uniform Load
r(lbs. per lin. It
Mof
:uz
enders 24 o c 12" o c .6" o c.
am
, 1312 Versa -L500 1000 2000
12"dia
Bolt (b) 3 375 750 00
4 (a) 330 67D I 1330
"min.
(a) 7-w Ids members must be loaded f rom both a des.
(b) Des lgn values apply to common bolts (grade 5 or honer)
Use flat washers each axle and drill holes 1/2" dla.
(c) AN values In the table above may be increased 15% for snow loaded roofs al
26% for no" now roots where code a laws.
Multiple Member Beams
Side Loaded Connection
1 3/4" Versa -Lam
Nail Pattern
12" ox, r 16d common nails.
- See chart Max. Un Norm Load
i
(Ibs.per In. ft)
-- Number)1 2�,
Mem bars
2" min. 2 520 780
3(a) 390 565 ':
( a ) Nail pattern for 3 - piece member must occur on both sides.
Nail values may be Increased by 15% for snow- load
roofs and by 25% for non - snow roofs where
building code allows.
F49
Multiple Member Connection Nail
N.T.S.
Nall each end
with 1 - 3"
(10d) nail
_ L
1'R' minimum end bearing length
at all floor and roof details.
F13 -D Attachment at End
N.T.S.
ll --X7(2)
1
'i ll
1
I� it
II 11
Load Bearin
wan:
AJS."Blocking Panel.
Use 3"(10d) nails at 8" o.c.
F13 -E king Panels at Interior Bearing
N.T.S.
1st Floor
3/16" = 11.011
2nd Floor
Framing Schedule - Nominalized
Tag
Qty
Description
Length
1
11
9-1/2" AJSTM 20 MSR
18' 0"
2
7
9-1/2" AJSTM 20 MSR
10' 0"
3
2
1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP
26' 0"
4
4
1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP
18'0"
5
1
1-314" x 9-1/2" VERSA -LA MV 2.0 3100 SP
10'0"
6
ELK
9-112" AJSTM 20 MSR
16' 0•'
2nd Floor
Accessory Schedule
Tag
Qty
Manufacturer
Product
Description
H1
1
Simpson Strong -Tie Inc.
HUS1.81/10
1-3/4 x 9-1/2 to 20 Face Mount
ist Saved Date: 8/15/2007 11:06 AM
-int Date: 8/15/2007 4:02 PM
s from
above toybearmg below.
Post Load Transfer
N.T.S.
Toe nag rim board to plate with 2%'(8d) nails at
6' o.c. or wgh 3%" (16d) nails at 12" o.c.
1 1-2Y,"(50 aifor
SIJ each joist (large
Rim Board
N.T.S.
1st Floor
Framing Schedule - Nominalized
Tag
Qty
Description
Length
1
j 10
9-1/2" AJSTM 20 MSR
14'0"
2
4
9-1/2" AJST`v 20 MSR
12'0"
3
4
9-1/2" AJSTm 20 MSR
10' 0"
4
2
9-1/2" AJSTM 20 MSR
8,011
5
2
9-1/2" AJSTM 20 MSR
6101,
6
1
1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP
22'0"
7
3
1-314" x 9-1/2" VERSA-LAMO 2.0 3100 SP
20'0"
8
6
1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP
60"
1st Floor
Accessory Schedule
Tag
Qty
Manufacturer
Product
Description
H2
6
Simpson Strong -Tie Inc.
IUT310
2-9/16 x 9-1/2 to 14 Face Mount
co
2 212 2 2
2ndFloor Al
9-1/2" AJS 20 MSR gearing walls.
16 OCS iii
bolcking mid -span. L3
0
2nd Floor
Joist
LVL beam
LVL Header Opening
N.T.S.
13rn board and AJB "side -by -skis.
Nail dm board end rimjoist w Ih
21/" (8d) nags at G' o.c.
F13 -C Exterior End Wall Support
N.T.S.
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 (I Joist, 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 Indlcated on the framing
plan submitted to us for take -off.
Product to be stored, handled and
Installed In accordance with
manufacturer's recommendations.
FtE—E; EDI
AUG 2 1 2001
pU1lDING DEPT
V) IV7=
L)
C � N
_ DO O 0 L
N 'y 0rr 4
m N'D 0 N
E N
mto
rn =
BC FRAMERS 6
SCALE: 3/16" = V-0"
DATE: 8/14/2007
BY: be
FILE: Basler Rodriguez.bef
DWG:
SHEET: 1 / 1