HomeMy WebLinkAbout65 Nearmeadows Road Framing PlanStaggered
Multiple Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
rnbe12" d la.Bolt(b) F
2" min
Max. Uniform Load
(Ibsper lin ft.)
Lam
500 1000 2000
375 750 1500
330 670 1330
(a) 7" wide members must be loaded from both saes.
(b) Design values apply to common Was (grace 5 or higher)
Use flatwashers each side and drill holes 12" dia.
(c) Allvalues in Me bible above may be increased 15% for snow loaded roofs ai
26% for non -snow roofs w here code show s.
Multiple Member Beams
Side Loaded Connection
1 3/4" Versa -Lem
Nail Pattern
12" o c 16d common nails.
---- See chart Max. Unikrm Load
(Ib a. par ln. tL)
" INumberof grows 3rows
i
Members
2" min. I 2 $20 780
3(a) 380 585
4
( a ) Nail pattern for 3 - piece member must occur on both sides.
Nail values maybe 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.
Nail each end
with 1 - 3"
(10d) nail \
\ s
r�
1'h" minimum end bearing length
at all floor and roof details.
Attachment at End
N,T.S.
1/
Load
AJS TM Blocking Panel.
Use 3' (10d) nails at 6" o.c.
F13 EE kin Panels at Interior Bearing
N.T.S.
.,. p„ets from
above tobearingbelow.
F08 Post Load Transfer
N.T.S.
Toe nail rin board to plate w On 2%" (8d) nails at
6" o.c. or wkh 3%' (I 6d) nab at 12" o.c.
Or
(Fr 14 A� Rim Board
Jannex Residence
Level 2 A2
9 12" AJS 10
16" OCS III
�(P c �rJlr rn0�
�MI
This plan is NOT for construction unless reviewed and approved
by the project architect, engineer, general contractor and installer.
Please refer to original architectural plans for all dimensions.
All post locations and post sizes must be verified and specified by
G.C. to insure proper load transfer around 1st and 2nd floor systems.
All ceiling and roof framing (not shown) must be verified by G.C. to
insure proper load transfer using shown assumed bearing walls. Please
refer to color coded legend for assumed bearing wall locations.
All joists are designed using a uniform loading of 40 psf Live Load and
10 psf Dead Load.
Last Saved Date: 1/14/2004 9:00 AM
Print Date: 1/14/2004 9:07 AM
16
16
Level 1
114" = 1'-0"
It
Level 2 Al
9 It?" A.IS 10
Level 2
[d
Joist
LVL beam
F19 LVL Header Opening
N.T.S.
Rmboard and AJS "Side-by-side.
Nail rin board and rbnjDist w Ih
21/? (6d) nails at 6" oz.
F13 -C. Exterior End Wall Support
N.T.S.
Level 1
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
10
9 1/2" AJSTM 10 APG
30'0"
2
12
9 1/2" AJSTM 10 APG — -
26' 0"
3
8
9 12" AJSTM 10 APG
270"
4
1
9 12" AJSTM 10 APG
20' 0"
5
3
9 12" AJST" 10 APG
14-0"
6
1
9 12" AJST" 10 APG
170"
7
2
9 12" AJST"' 10 APG
10.0"
8
1
9 12" AJST" 10 APG
6-0"
9
5
9 12" AJST" 10 APG
4' D"
10
3
1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP
24'0"
11
3
13/4" x 9 12" VERSA -LAM@ 3100 SP
270"
12
2
13/4" x 9 12" VERSA -LAM® 3100 SP
160"
13
2
1 3/4" x 9 12" VERSA -LAM@ 3100 SP
14'0"
14
2
1 3/4" x 9 12" VERSA -LAMS 3100 SP
4'0"
15
2
1 3/4" x 117/8" VERSA -LAMS 3100 SP
60"
16
BLK
9 12" AJSTM 10 APG
42-0"
17
TL
1 1/8" x 9 12" BC OSB RIM BOARD TM
152' 0"
Level 1
Accessory Schedule
Mark
Qty
Manufacturer Product ! Description
H1
2
Simpson Strong -Tie Inc. HU410
3-12 x 9-1/4 to 14 V -Lam Face Mount
H3
2
Simpson Strong -Tie Inc. ITT39.5
2-12 x 9-12 Top Flange
Level 2
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
4
9 12" AJSw 10 APG
24'0"
2
11
9 12" AJSTM 10 APG
1610..
3
25
9 12" AJSTM 10 APG
14'0"
4
69
9 12" AJSTM 10 APG
170"
5
5
9 12" AJSTM 10 APG
4'0"
6
13
9 12" AJSTM 10 APG
70"
7
14
1 3/4" x 9 12" VERSA-LAMO 3100 SP
14-0"
8
1 3
13/4" x 9 12" VERSA -LAM@ 3100 SP
12' 0"
9
2
1 3/4" x 9 12" VERSA -LAMS 3100 SP
6' D"
10
4
1 314" x 9 12" VERSA -LAM@ 3100 SP
4' 0"
11
4
1 3/4" x 11 7/8" VERSA -LAMS 3100 SP
110' 0"
12
1
W8x28
16' 0"
13
1
Steel Beam by other
30'0"
14
1
W805 -dr -2-
1610".
15
BLK
9 12" AJSTM' 10 APG
16' 0"
16
TL
1 118" x 9 12" BC OSB RIM BOARDT"
200' 0"
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 (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.
Level 2
Accessory Schedule
BC FRAMER® 2002
Qty
Manufacturer
Product
Description
SCALE: 1/4" = 1'-0"
3
Simpson Strong -Tie Inc.
HU410
3-12 x 9-114 to 14 V -Lam Face Mount
1
Simpson Strong -Tie Inc.
HUC410
Concealed Flange 3-12 V -Lam Face Mount
DATE: 1/13/2004
107
Simpson Strong -Tie Inc.
ITT39.5
2-12 x 9-12 Top Flange
BY: JJP
1 Simpson Strong -Tie Inc.
MIT39.5-2
5 x 9-12 Top Flange
FILE: Jannex Residence.bcf
DWG:
SHEET: I/ 1