HomeMy WebLinkAbout15 Hemeon Drive Second Floor Framing Plan 2LEGEND
.Bearing Wall Below
Bearing Wall Above
L. - - - - - - - - - - - -L
Non -Bearing Wall Below
Non -Bearing Wall Above
Post Below Post Above
Post Above & Below
Stagg
MuttiRle Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
I hWrrber o
Menbers
1 3/4" Ve
2
L�BOIL Spacing XI12"dia
j L Bott(b) 3
4 (a)
Max Uniform Load
�( Ibs. per lin, it) --�
I'oJ 12" o.cT 6" o.c.
500 1 1000 2000
375 750 1500
330 I 670 1 1330
min.
(a) 7' wide members must be loaded from both aides.
(b) Design values apply to common bolts (grade 5 or higher)
Use Ilatw as hers each side and drill holes In' dia.
(c) All values In the table above maybe Increased 15% for snow loaded roofs a
25% for non -snow roof a w here code a low a. '
Multiple Member Beams
Side Loaded Connection
1 314" Versa -Lam
Nail Pattern
16d common nails.
sea chart Max. Uniform Load
r�I I (Ibs. per In. h.)
Nu bar
owe
a.
in
520
min. I 3b( )i -2300s 36x80
(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.
Multiple Member Connection Nail
U N.T.S.
Nail each end
With 1 'a'
(1 Od) roil \
11/T minimum end bearing length
stall floor and roof details.
Attachment at End
Load Beare
wall
AJS"Blocking Panel.
Use 3" (10d) nails at fi" o.c.
F13 -E kin Panels at Interior Bearing
N.T.S.
I
Solid block allposts from
above to bearing below.
(c� Post Load Transfer
N.T.S.
Tons nal rim board to plate w lh 2'%" (6d) nails at
6" o.c. or w Rh 3%" (16d) nails at 12" o.c.
. wu Nsn uauyn
t Rim Board
N.T.S.
Joist hanger
– Versa -Lam
LVL beam
119 LVL Header Opening
N.T.S.
2nd Floor
1/4 IT
/4" = 1 1
-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 Flocr
Framing Schedule - Nominaiized
Tag
Qty Description
Length
1
19 11-7.a" AJS-v 20 MSR
28' 0"
2
114 11-7Y AJS„ 20 F.1SR
160"
3
2 11-7'8" AJST" 20 MSR
14'0"
Simpson Strong -Tie Inc.
3 - y 7_1 V_ -S- LAi,TOR 2.0 3100 SP
8101,
S
2 '2" VERS.=, -LAM® 2.0 3100 SP
S' 0"
rA
Q C
O T
U) M
11
2 Bean By Others
Von
12
SLIK, 11-7 a•' AJS-.' 2C r"SR
24'0"
2nd Floor
Accessory Schedule
Tag
I Qty
Manufacturer
Product
Desclipt'on
H1
3
Simpson Strong -Tie Inc.
HUC412
M m
H2
14
Simpson Strong -Tie Inc.
IUT312
J't2
Rmboard and AJS '"side-by,side.
Phil dm board and rimjoist w lh
2%" (6d) nals at 6" 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 Indicated an the framing
plan submitted to us for take -off.
Product to be stored, handled and
Installed In accordance with
manufacturer's recommendations.
BC FRAMER® 6
SCALE: 1/4" = 1'-0"
DATE: 1/3/2007
BY: be
FILE: Richardson Visceglio Residence.b
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BC FRAMER® 6
SCALE: 1/4" = 1'-0"
DATE: 1/3/2007
BY: be
FILE: Richardson Visceglio Residence.b
DWG:
JriCC 1 : L 1 3