HomeMy WebLinkAbout40 Pequod Circle Second Floor FramingLEGEND
Bearing Wall Below
Bearing Wall Above _
L. — — — — — — — — — — — —
Non -Bearing Wall Below
Non -Bearing Wall Above
L- --------—--—
Post
-------—--—Post Below Post Above
® p
Post Above & Below
O
Multiple Member Beams
Mark
Side Loaded Connection
Description
112" dia. Bolt (b)
1
24
Max Uniform Load
241011
(Ibs. per lin. ft.)
Kuncer of24"o.c.
t2"0.0. a"o.c.
59 frlerrbers
3
1 314"Vewa-Lam
1 3/4" x 9 1/2" VERSA-LAMO 3100 SP
2
50D 1000 2000
Bolt Spacin 12"dle.
11 3/4" x 9 1/2" VERSA-LAM(D 3100 SP
Bolt (D) 3
3 750 1500
W4T4 (a)
33030 670 1330
In.
(a) 7" wide members must be baled from both a bee.
(b) Design values apply to common bob (grade 5 or higher)
Use fktw as here each side and drill holes 12' dia.
(c) All values In the table above may be Increased 15% for snow loaded roofs al
25%fornon-snow roofs where code eburs.
ADDITION
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
24
9 1/2" AJ S TNI 10 APG
241011
2
2
9 1/2" AJSTM 10 APG
1210"
3
2
1 3/4" x 9 1/2" VERSA-LAMO 3100 SP
24'0'1
4
12
11 3/4" x 9 1/2" VERSA-LAM(D 3100 SP
10' 0"
5
1
1 314" x 9 1/2" VERSA -LAMS 3100 SP
4'0"
6
1
Beam by other
6' 0"
7
2
Beam by other
41011
8
ITL
1 1/8" x 9 1/2" BC OSB RIM BOARDTM
164101
Last Saved Date: 8/11/2003 4:13 PM
Print Date: 8/11/2003 4:37 PM
Multiple Member Beams
Side Loaded Connection
1 374" Versa -Lam
Nall Pattern
ted common nails.
See chart Max Uniform Load
EE 17 (lbs.perin.tL)
Membersmberof grows 3roes
Me
min.M q, 1 1 ] 1 520 1 780
9(a) 390 1 585
( a ) Nall pattern for 3 - piece member must occur on both sides.
Nal values may be Increased by 15% for snow - bad
roofs and by 25% for non - snow roofs where
�\ building code allows.
( \ Multiple Member Connection Nail
TJ
N.T.S.
Nail each end
with 1 - 3"
(10d) nail
--I
1Y4' minimum end bearing length
at all floor and roof details.
Attachmcnt at End
N...5.
Load Bearit
wall
AJS ie Slocldng Panel.
Use 3"(10d) nails at 6" o.c.
( �,.� � \ Blocking Panels at Interior Bear',ng
N.'.5.
...I pots from
above to bearing below.
❑�� Post Load Transfer
Toe nail dm hoard to We w Rh 2K" (6d) nails at
6' o.c. or with 3'h" (16d) nails at 17' o.c.
I A Rim Board
I :T ,
34'10-12"
2ND FL ADDITION
114" = 1'-0"
.Joist
LVL beam
LVL Header Cpchra
J N.T.5.
flmboard and AJS T%Ide-by-sne.
Nall rimboard and rimjoist with
2'h' (8d) nags at 6' o.c.
Exterior End Wall 5uoport
N.L5,
i }aUG 1 2003 U
Accessory Schedule
Mark
Qty I
Manufacturer
Product Description
H7
9
Simpson Strong -Tie Inc.
ITT39.5 2-12 x 9-12 Top Flange
H2
2
Simpson Strong -Tie Inc.
ITi9.5 I 1-3/4 x 9-12 BCI(D Top Flange
REVISIONS:
I
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 (1 -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 Indicated on the framing
plan submitted to us for takeoff.
Product to be stored, handled and
Installed in accordance with
manufacturer's recommendations.
fA N
U
en
7
W
Za
`—v
60
of 2
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CL o
)
BC FRAMER® 2002
SCALE: 1/4" = V-0"
DATE: 8/11/2003
BY: MLL
FILE: ANDERSON RES SHEPLEY DWG
DWG:
SHEET: 1 / 3