HomeMy WebLinkAbout15 Hemeon Drive Second Floor Framing PlanMurciple Member Beams
LEGEND Side Loaded Connection
Bearing Wall Below, 1/2"dia. Bolt (b)
Max Uniform Load
(lbs. per lin. ft. )
Number of0 C 6" o c.
Members
Bearing Wall Above 13,4"Ven a -Lam
L _ _ _ _ _ _ _ _ _ _ _ _ ,Bolt SPacin 12"dia 2 500 1000 ;1500
_ __—_
+Bolt (b) 3 375 750 Non Bearing Wall Below 33c 670
2"min.
Non -Bearing Wall Above I (a)7" w He members must be loaded from both sides.
g (b) Design values apply to common bots (grade 5 or higher)
I Use flatw ashers each side and drill holes 12' dia.
.< µ' Staggarad{- (c)Aflvalues lnthe table above may be Increased 15% for snow badedroofsal
25% for non -snow roots w here code allow s.
Post Below Post Above
Post Above & Below
wmmple mem0er teams
Side Loaded Connection
1 314' Versa -Lam
Nail Pattern
16d common nails.
See chart Max Uniform Load
( Ica, per In. ft.)
Number or grows 1. 3rows
Members
min. 2 520 I 780
3(a)t 390 - 585
( 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.
Nail each end
with 1 - 3"
(10d) nail
i
1'h" minimum end bearing length
at all floor and roof details.
� F Attachment at End
N.T.S.
Load Bearii
Wall
AJS T" Blocking Panel.
Use 3" (11 nails at T o.c.
F13 -E kin Panels at Interior Bearing
N.T.S.
-- Solid block all posts from
above to bearing below.
U Post Load Transfer
N.T.S.
Toe nail rim board to plate w dh 2K" (8d) nags at
6" o.c. c r wth 3%" (16d) naffs at 12" o.c.
or
Rim Board
1 1-T—
N.T.S.
Joist
2nd Floor
1/4 If = 11.011
THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL
INFORMATION FOR PROJECT MATERIAL ESTIMATING.
MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED,
ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO
THE PROJECT ARCHITECT/ENGINEER, GERNERAL CONTRACTOR
AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER
PLACEMENT AND INSTALLATION.
REFER ALL METHODS OF CONSTRUCTION TO ORGINAL
ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN.
ist Saved Date: 1/4/2007 11:14 AM
int Date: 1/5/2007 1:27 PM
2nd Floor Al
11-7/8" AJS 20 MSR
16" OCS III
L6
2nd Floor
Framing Schedule- Nominalized
Tag
Tag
I Qty
Description
Length
1
19
11-7f8" AJS"`v 20 MSR
28'0"
2
114
11-718" AJSTM' 20 MSR
160"
3
2
11-7!8" AJSTM' 20 MSR
14' 0"
3
x 7-V_RS-: LAM® 2.0 3100 SP
8' 0"
E
2
-3'-" x 9-1'2" V_RSA- LAM® 2.0 3100 SP
18-0"
11 2
Beam By O.hers
6101,
12 ! BILK
11-7'8" AJSTM 20 MSR
24'0"
p -Lal I I
LVL beam
LVL Header Opening
N.T.S.
2nd Floor
Accessory Schedule
Tag
Qty
Manufacturer Product
Description
H1
3
Simpson Strong -Tie Inc. HUC412
H2
14
Simpson Strong -Tie Inc. IUT312
Pimboard and AJS Tside-by-side.
Nail rim board and rinnJoist with
2Yz" (8d) nails at 6" o.c.
F 33-C. Exterior End Wall Support
N.T.S.
REVISIONS:
rn
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z0
W W p
cC LLJ
lUWW,W
i— W LL
0 U)
z<W=
W m 1--
noz
J 1--
_J
Q
M
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-jolst, 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.
(n
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U
in (V I N
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N O N
U > O ca
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Eo) A tri
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L T
cn =
BC FRAMER® 6
SCALE: 1/4" = 1'4"
DATE: 1/3/2007
BY: be
FILE: Richardson Visceglio Residence.b
DWG:
SHEET: 213