HomeMy WebLinkAbout15 Hemeon Drive First Floor Framing PlanLEGEND
Bearing Wall Below
Bearing Wall Above
Non -Bearing Wall Below
Non -Bearing Wall Above
Post Below Post Above
Post Above & Below
Multiple Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
I
Staggered-'«
F50
Multiple Member Beams
Side Loaded Connection
1 314" Versa -Lam
Nail Pattern
16d common nails.
See chart Max. Uniform Load
be
per in. ft.)
Numberof grows Brows
Members
min. 2 520 780
9(a) _390 585
min,
(a)7" wide members must be loaded t rom both a Ides, tj
(b) Design values apply to common bona (grade 5 or higher) ( a ) Nail pattern for 3 - piece member must occur on both sides.
Use flaw ashers each side and drill hales 12" dia.
(c) Alivalues In the table above may be Increased 15% for avow loaded roofs ar
25% for non -snow roof w here code a row a. Nail values may be increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
m Bolt14' Multiple Member Connection Nail
N.T.S. N.T.S.
AJS'" Blocking Panel.
Use 3" (1 Od) nails at 6- o.c.
Nail each end
with 1 - 3"
(10d) nail Load Bearing
Walls
I
11,T minimum end bearing length
at all floor and roof details.
Attachment at End king Panels at Interior Bearing
N.T.S. F13 -E': N.T.S.
— Sold block all posts from
above to bearing below.
Post Load Transfer
N.T.S.
Toe nail rim board to plate w dh 21/z' (6d) nails at
6' o.c. or w Rh 3W (16d) nails at 12" o.c.
I-
1 - 2%r- (50) hail for
�V each joist flange
Rim Board
N.T.S.
Joist
V GI J P-LOI11
LVL beam
F19 LVL Header Opening
N.T.S.
1st Floor
1/4 11 = 1'-0"
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, GENERAL CONTRACTOR
AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER
PLACEMENT AND INSTALLATION.
REFER TO 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 1:26 PM
Lany-s capacity. bee caic UZb. Neeas review
by project's architect/engineer.
1st Floor
Framing Schedule - Nominalized
Tag
Qty Description
Length
1
Q 11-7/8" AJS TM 20 MSR
32'0"
2
Max Uniform Load
30'0"
3
25 11-7/8" AJS' 20 MSR
28'0"
4
1 11-7,18" AJSTM 20 11
160"
5
( lbs, per lin. fl )
Nurcber of 24'O.C. 12"col 6"o,c, li
Members
14' 0"
6
1 l l-718" AJS'' 20 MSR
8101,
7
5 11-713" AJS"' 20 MSR
6' 0"
8
3 11-78" AJSw 20 MSR
1312 "Versa -Lam
4
Bolt Spaang iQ
2' 0"
—
1000
2000
—.__
Bolt (b)
3 375
750
1500
®
T
4 (a) 330
_ .._
670
.. ._
1330
I
Staggered-'«
F50
Multiple Member Beams
Side Loaded Connection
1 314" Versa -Lam
Nail Pattern
16d common nails.
See chart Max. Uniform Load
be
per in. ft.)
Numberof grows Brows
Members
min. 2 520 780
9(a) _390 585
min,
(a)7" wide members must be loaded t rom both a Ides, tj
(b) Design values apply to common bona (grade 5 or higher) ( a ) Nail pattern for 3 - piece member must occur on both sides.
Use flaw ashers each side and drill hales 12" dia.
(c) Alivalues In the table above may be Increased 15% for avow loaded roofs ar
25% for non -snow roof w here code a row a. Nail values may be increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
m Bolt14' Multiple Member Connection Nail
N.T.S. N.T.S.
AJS'" Blocking Panel.
Use 3" (1 Od) nails at 6- o.c.
Nail each end
with 1 - 3"
(10d) nail Load Bearing
Walls
I
11,T minimum end bearing length
at all floor and roof details.
Attachment at End king Panels at Interior Bearing
N.T.S. F13 -E': N.T.S.
— Sold block all posts from
above to bearing below.
Post Load Transfer
N.T.S.
Toe nail rim board to plate w dh 21/z' (6d) nails at
6' o.c. or w Rh 3W (16d) nails at 12" o.c.
I-
1 - 2%r- (50) hail for
�V each joist flange
Rim Board
N.T.S.
Joist
V GI J P-LOI11
LVL beam
F19 LVL Header Opening
N.T.S.
1st Floor
1/4 11 = 1'-0"
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, GENERAL CONTRACTOR
AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER
PLACEMENT AND INSTALLATION.
REFER TO 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 1:26 PM
Lany-s capacity. bee caic UZb. Neeas review
by project's architect/engineer.
1st Floor
Framing Schedule - Nominalized
Tag
Qty Description
Length
1
Q 11-7/8" AJS TM 20 MSR
32'0"
2
8 11-7/8" AJSw 20 MSR
30'0"
3
25 11-7/8" AJS' 20 MSR
28'0"
4
1 11-7,18" AJSTM 20 11
160"
5
3 11-7.3" AJSw 20 MSR
14' 0"
6
1 l l-718" AJS'' 20 MSR
8101,
7
5 11-713" AJS"' 20 MSR
6' 0"
8
3 11-78" AJSw 20 MSR
4'0"
4
3 11-7.3" AJS " 20 MSR
2' 0"
15
ELK 11-713" AJS-" 20 MSR
560"
0
MING HERE
1st Floor Al
11-7/8"AJS 20 MSR
16" OCS ISI
L4
1st Floor
Accessory Schedule
Tag
Qty
Manufacturer
Product
Description
H1
4
Simpson Strong -Tie Inc.
HUC412
H2
6
Simpson Strong -Tie Inc.
IUTM2
i7vn board and AJS '"lode -by -aide.
Phil rlr
2Yo" (1
REVISIONS:
� Exterior End Wall Support
�
�,I N.T.S. ,.
M
L
F—
rn
I—
Z0
WWp
2 iJ
WWW
I— WILLz<LJ=
W m �—
2OZ
J I—
J
Q
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.
BC FRAMER® 6
SCALE: 1/4" = 1'-0"
DATE: 1/3/2007
BY: be
FILE: Richardson Visceglio Residence.b
DWG:
SHEET: 1 / 3