HomeMy WebLinkAboutJOIST - 07-00404 - 570 Woodbridge St - New SFRBuilding
Supply
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Stock Building Supply
has produced these drawings
following TJ -$pert design practices.
HOWEVER, Stock Building Supply
has not had any involvement in the
structural engineering or design
of this project and assumes no
liability. It remains the responsibility
of the Builder, Architect, Designer
and/or Homeowner to review this
information prior to ordering materials.
A complete TJ—%pert framinq plan requires the Trus Joist Framer's Po
See Trus Joiat Framer'= 3__ _- Guide for Product Trademark Information
0 0
HEADER LIST
Plus ID Length Product Plies Qty
ACCEYSORIES LIST
Hdl 18' 1 3/4" a 9 1/2" 1.9E Kinsella. LVL 2 2
E lot ID Length Product P11es Ry
abi 1' 5/8" or 3/4' Backer Blocks 1 12
11
Sri 201 1/9 x11 7/B 1.3E Timbermtrand LSI 1
SAI 4' x 3' 23/32" Panels (24" Span Rating) 1 54
Rm, Rim Board
HANGER LIST - Simpson Strong -Tie Company, Inc -S
Pill ID f,tv Frodnet LdLei Top Nai 15 Face Nails Member Nails Ncces
H1 E ITT11.88 4-N10 2 -NIC 2-NIO (5l
Hanger Notes:
�5) Backer Blocxs Required
CREATED BY
Stock Building Supply
4000 eanddrtlier Avenue
Idol. Fa11s, ID 83462
(208) 523-0995
FAX: (2681 529-3734
SYMBOL 3EGEND
Note from Opersior
Point Load
Line Load
Area Load
O Detail Callous Label
(See Framer's Pocket Guide)
Ho-[ Header, and -t ind_cates quantity of 2x_
trimoers required at ends
Tawt.
����erO
LEVEL NOTES
F_le Nzme: Rex F Sevin Dob &amrell stone bridge
2. SOB
Level Name: first floor
Pictted: 8/22/200] 09:02
Ensign Status:
first Flinn _B/22/2009 08:59
Fact. .........Not Designed
NOTE: Level tlesign times indicated above prnvioe.
ss urance for proper level stacking.
Design MCLhodology: ASD
Elsey Area Ln a ding Is
4cpsf Live Load and 12 if Dead Lead
.Maximum Joist Deflection
L/480 Live Load
1/240 Total Load
IJ -Pro Rating Infrrmatinn:
Weighted Average: 44
Lowest Rating: 9C
H'gt est Rating: 53
Ciued 6 Nailed Rod, ing is Reguired
Direce Applied Coiling is Not Required
E'=oar Oeckl nq: 23/32Panels (24" Span kiting)
Normal G.C. Spacing = 16-v
'Unless rated uthery-se
Seale: 1/401 = V
1 of 7
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ4(pert 6.42(#693) L6.42 D6.42 56.42 P6.42
J01SI ANf. BEAM LIST
Plot ID
Length
Product
Plies
pty
Al.
42'
1'i 7/H"
TJI 113
`Dist
19
1
34'
1_ I/8"
TJI 11)
joist
1
5
A3
23'
11 1/B"
TJT 110
!list
1
12
A4
2E'
11 1/8"
III 130
1ois1
1
4
A3
24'
11 9/9"
TJI 110
!oast
1
3
Ae
20'
11 7/8"
TJI 110
!list
I
7
AS
16'
11 7/N"
TJI 110
Dofat
1
2
AH
14'
11 I/8"
TSI 110
'lois[
1
2
A9
4'
11 'i/B'
ISI 110
foist
1
1
Ml
8'
1 3/4" x
9 1/2"
1.9E Microll. LVD
2
2
Sri 201 1/9 x11 7/B 1.3E Timbermtrand LSI 1
SAI 4' x 3' 23/32" Panels (24" Span Rating) 1 54
Rm, Rim Board
HANGER LIST - Simpson Strong -Tie Company, Inc -S
Pill ID f,tv Frodnet LdLei Top Nai 15 Face Nails Member Nails Ncces
H1 E ITT11.88 4-N10 2 -NIC 2-NIO (5l
Hanger Notes:
�5) Backer Blocxs Required
CREATED BY
Stock Building Supply
4000 eanddrtlier Avenue
Idol. Fa11s, ID 83462
(208) 523-0995
FAX: (2681 529-3734
SYMBOL 3EGEND
Note from Opersior
Point Load
Line Load
Area Load
O Detail Callous Label
(See Framer's Pocket Guide)
Ho-[ Header, and -t ind_cates quantity of 2x_
trimoers required at ends
Tawt.
����erO
LEVEL NOTES
F_le Nzme: Rex F Sevin Dob &amrell stone bridge
2. SOB
Level Name: first floor
Pictted: 8/22/200] 09:02
Ensign Status:
first Flinn _B/22/2009 08:59
Fact. .........Not Designed
NOTE: Level tlesign times indicated above prnvioe.
ss urance for proper level stacking.
Design MCLhodology: ASD
Elsey Area Ln a ding Is
4cpsf Live Load and 12 if Dead Lead
.Maximum Joist Deflection
L/480 Live Load
1/240 Total Load
IJ -Pro Rating Infrrmatinn:
Weighted Average: 44
Lowest Rating: 9C
H'gt est Rating: 53
Ciued 6 Nailed Rod, ing is Reguired
Direce Applied Coiling is Not Required
E'=oar Oeckl nq: 23/32Panels (24" Span kiting)
Normal G.C. Spacing = 16-v
'Unless rated uthery-se
Seale: 1/401 = V
1 of 7
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ4(pert 6.42(#693) L6.42 D6.42 56.42 P6.42