HomeMy WebLinkAbout114 Mayflower Terrace - Framing PlanT r". m"r�Te F'�w*.y,._ •.:. � ;mar<t.,r r„- q+ e.; v:.., �,. ..
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JOI57 AND BEAM LIST
t• r
Plot ID
Length
Product
A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide
Qty
t
,
11 7/8" TJI/Pro-350 ,joist
i
' 1
A2 .
`24'
11 7/8' TJI/Pro-350 ,joist
1
2
- -
18'
11 7/8" TJI/Pro-350 ,joist
1
4
A4
36'
11 7/8" 7JI/Pro-I30 .joist
1
19
A5
16'
+
1
2
A6
4'
11 7/8" TTI/Pro-110joist
1
2
Ml .
18'
13/4" x 11 7/8' 1 -'DE Microllam LVL
1
rP T
M2
T T
13/4' x 117/80 L9E Microllam LVL
3
3
M3
4' -
13/4" x 11 7/8' 1`=E Microllam LVL
1
3
PI
36'
7" x 11 7/B" 2.0E Porallam PSL
1
1
T51
18' '
13/4" x 117/8" 1.7E Timber5trand LSL
1
1
.
Rm1
H!
HI
Hi HS
Print
Trus Joist'
rur lmcrd
18.
13-97,
'
13.1”
18.03"
Load Iran'obove
`�+�.
AS A3
A3
A3
A2 A2
� I . •;`
A4
A4
2x4 mmtmom
st(tareh„blocks
1 15/I16”
``
Use 214 minuntm sgJash blocks
,'! 17/8"
C5 i.0 t ori5fer''lood'from ohne to
}
32"
"M3F
H3[ ,
ACCESSORIES LIST
1 H3
Net ID Lerath Produe
H2
A6 Rml 16'- 11/4" x 117/8" 1.3E Timber5trand LSL
ml Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating)
Rm, Rim Board
- A3
HANGER LIST - Simpson Strong -Tie Company, Inc
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
- Hi 8 IUT351210-NIO 2-N10
H2 4 IUT3512 10-NlO 2-N10
H3 5 HU51.81/10 30-10d 10-I0d DS
H4 1 HU51.81/10 30-10d 10-10d 05
Plies Qty
1 9
1 42
Glued d Nat led Decktrq Is Required
JOI57 AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
Al
36'
11 7/8" TJI/Pro-350 ,joist
1
' 1
A2 .
`24'
11 7/8' TJI/Pro-350 ,joist
1
2
A3
18'
11 7/8" TJI/Pro-350 ,joist
1
4
A4
36'
11 7/8" 7JI/Pro-I30 .joist
1
19
A5
16'
11 7/8" TJI/Pro-130 ,joist
1
2
A6
4'
11 7/8" TTI/Pro-110joist
1
2
Ml .
18'
13/4" x 11 7/8' 1 -'DE Microllam LVL
1
2
M2
10'
13/4' x 117/80 L9E Microllam LVL
3
3
M3
4' -
13/4" x 11 7/8' 1`=E Microllam LVL
1
3
PI
36'
7" x 11 7/B" 2.0E Porallam PSL
1
1
T51
18' '
13/4" x 117/8" 1.7E Timber5trand LSL
1
1
}
32"
"M3F
H3[ ,
ACCESSORIES LIST
1 H3
Net ID Lerath Produe
H2
A6 Rml 16'- 11/4" x 117/8" 1.3E Timber5trand LSL
ml Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating)
Rm, Rim Board
- A3
HANGER LIST - Simpson Strong -Tie Company, Inc
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
- Hi 8 IUT351210-NIO 2-N10
H2 4 IUT3512 10-NlO 2-N10
H3 5 HU51.81/10 30-10d 10-I0d DS
H4 1 HU51.81/10 30-10d 10-10d 05
Plies Qty
1 9
1 42
Maximum Joist Deflectior:
L/480 Live Load
L/240 Total Load
r
WARNING NAILING REQUIREMENTS TJ -Pro Rating Informaticn:
� , Weighted Average: 41
Joists are unstable unit braced laterally = TJI.7loists at bearings: Two tad (2Y;') box nails (1 each side), 1 Y" Lowest Ratinq: 40
="- minimum from end. Highest Ratinq: 4
BracingIncludes: 4
SYMBOL LEGEND
Point Load
Line Load
A L d
�J
7.
p
. Ln d rea oa
Blocking panels, rim joist or rim board to bearing plate:
Glued d Nat led Decktrq Is Required
r
DO NOT allow workers . Sim Lm .R�., a DO NOT stack building TJM bloGdngpanels ornmjoist' 10d(3";box nails at6'o.c.
Direct Applied Ceilingi5 Not Required
t
to walk on joists until materials on unsheathed Trus Joist nm board: Toenail with 10d 3" box nails at 6' o.c. or 1
( )
Graced.
Floor Decking: 23/32' Structurwood Edge Gold (24"
Maximum Joist Deflectior:
L/480 Live Load
L/240 Total Load
r
WARNING NAILING REQUIREMENTS TJ -Pro Rating Informaticn:
� , Weighted Average: 41
Joists are unstable unit braced laterally = TJI.7loists at bearings: Two tad (2Y;') box nails (1 each side), 1 Y" Lowest Ratinq: 40
="- minimum from end. Highest Ratinq: 4
BracingIncludes: 4
SYMBOL LEGEND
Point Load
Line Load
A L d
�J
7.
p
. Ln d rea oa
Blocking panels, rim joist or rim board to bearing plate:
Glued d Nat led Decktrq Is Required
DO NOT allow workers . Sim Lm .R�., a DO NOT stack building TJM bloGdngpanels ornmjoist' 10d(3";box nails at6'o.c.
Direct Applied Ceilingi5 Not Required
fl Detail Callout Label
to walk on joists until materials on unsheathed Trus Joist nm board: Toenail with 10d 3" box nails at 6' o.c. or 1
( )
Graced.
Floor Decking: 23/32' Structurwood Edge Gold (24"
(See Framer's Pocket Guide)
J
.
Joists. t
WARNING NOTES: / 13 Yz`) box nails at 12' o.c.
Span Rating)
Lack of proper bracing dura construction can result in serious accidents. Under Shear transfer. Connections equivalent to decking nail schedule.
P Pe 9 n9
,�
Required Bearing Length in inches
b
j
normal conditions If the following guidelines are observed, accidents will be avoided.
Rim board, rim joist or closure to TJl R joist:
Normal O.C. Spacing = 16
(Adequate beari nq has been provided if
•
t. Irnfall all, Mx1cAg, hangars, rim beards and nm pxs at T.r.,Jois: end supprx!s. 1 /" width or less: Two t Od 3' Dox nail
(� s, one each at top and
*Unless noted otherwise
bearing length is not indicated.)
-
bottomwidth
flange.'
2. Eateblr5h a pennat, nt deck (sheatMng), n?;<d to the first 4"of"is of tM end o• "-bey d based and watt..- � �
TJM /Prow 130, 350, 100C 8 300C rim joist: Two 16d (3Y) box
w
Layout Scale: 114 = 1
.
DESIGNER) LAYOUTS MUST BE APPROVED 3. Sakiy, start lines of, v4 (mn mum) must tp nni edto a br"cst end �I or en -,«tea e -ea nails, one each at top and bottom lunge. .
BY BUILDER PRIOR TO ORDERING TJM IPro" 550 6 4000 Am joist: Toenail joist to rim joist with one
4. SheatMng must be pmpedy naled to aadi TJ91, jmv. belom tddfo l bads C;n be pta ed m tr system. 1 bd (3-) box rtatil each side of joist top flange:
MATERIAL. 5. Ends of c nbtaree require stet lines on ", re top and baco aaNas
2x4 minimum squash blocks: Two 10d (30) box nails, one each at