HomeMy WebLinkAboutJOIST DESIGN - 05-00269 - 367 Talon Dr - New SFREngineered Wood
Products
IMPORTANT NOTES: These instructions are offered as a guide to
good practice in the handling, storage and installation of LPI Joists
and Gang -Lam LVL beams. They are, however, solely general recom-
mendations and, in some instances, other or additional precautions
In all cases the procedures used should be as
may be desirable.
specified by the architect/engineer responsible for the entire building.
This is not intended as a manual for selecting
products and assumes that components and
details have been specified correctly.
Consult the LPI Joist and Gang -Lam LVL
brochures or contact your LP Engineered
Wood Products distributor for assistance.
All rim joists, blocking, connections and
temporary bracing must be installed before
erectors are allowed on the structure.
No loads other than the weight of the
erectors are to be imposed on the structure
before it is permanently sheathed.
After sheathing, do not overload joists with
construction materials
exceeding design loads. t
LPI Joists and Gang -Lam
LVL beams most be useda^�^
under dry, well -ventilated conditions.
• For complete listing of available floor details, refer to LP's Engineered Wood Products Installation Guide.
SOME TYPICAL FLOOR DETAILS Verify capacity and fastening of hangers and connections.
• Some wind or seismic loads may require different or additional details and connections.
LP Solid Start' Rim Board
LPI Blocking at Exterior Wall
Joist End Nailing
Squash Blocks
Fasten rim hoard to each floor
Ijaist using one 8d nail or 1 Od
(All series)
Use two Bd nails or
two 1 Od box nails
(one on each side)
g panels may Use double squash blacks as
ired with specified. Squash blocks must
7shheatall 4 heat 1
boz nail per flange
;'
s
,..
n Italler than Ijaist,
2x4 minimum.me
depth os lioist
Ra .
- . eJ
F �.
Stagger
dorlOd
/ box
-1/2' min. from
nails
to ovoid
Bearing wall < -i- splitting
lOd nails at 6 cc toe nailed
from outside of budding
Bd nulls of 6" oc
-- (when used for shro r donsf re Run todearinq--..
end of IHoistta nail'
-
,�-
fill tied under/"'
9
wall above Toe nail Bd or 1 Ud
plum with some nailing schedule for decking)
box Moil to p ride -
Cantilever DetaEl'
Stair Stringer
Hanger Detail
Hanger Detail
3/4' OSB (or equal) Reinforcement Both Sides
*Detail C2 is similar to C3 with reinf rming on
Verily capacity and
Web filler
Be sure to mark C ,
one side only.�„
APAmrod 3/4" USB
(m equal) reinforcement,
Atrach web fillers 4 0
and tiller blocks wrth
fastening requirements of
�: forgers and connecrors
r
11
web filler
requirements
for hangers -
APA-mied 3/4" OSB both sides,
(or equal) dasum, 4'-0" long
2 rows of 8d nulls 1 'en filler
6
: -
-`
or as required minimum
by code ,\
.�
staggered at cc
from each side
1Od nails for LPI 66°
series Foists.
_ ,� • i\ �.
?:0, \ \� Ib -
roved
Connection
�
/ J/
Be sure to check
+ I Web filler
Ohm LPI blocking
filler A
Filler block
Filler block
web
requirementsfar
Verify capacity and
Attach reinforcement to cop and Londonflanges with Bell calls
Sae Hoist Filler Schedule for
hangers
fastening requirements See I -joist Filler Schedule for
at 6° cc (when bo$ sides - stagger nails to avoid splitting)
filler block and web filler sizes
of hangers and concerns filler black and web filler sizes
GANG -LAM LVL DETAILS Connections and fastenings shown below are typical for top loaded beams (where framing is applied on top of beam
so that each ply carries an equal load). Additional nails and/or bolts may be required for other load conditions.
Top Loaded Beam -Nailed Connection
Top Loaded Beam -Bolted Connection
Steel Column
Im
Wood Column
' . Floor Beam (Flush ceiling)
(3-Ply Maximum)
(4-Ply Maximum)
Top mount hangers recommended
Framing is applied to top of the boom so that
Framing is applied to top of the beam so that
Fanning details such as joists and
sheathing must be ro
each ply carries an equal load
each ply carries an equal land
9 provided
prevent beam from
v..a
t"X Standard nail sizes:r:My.:
13/4 LVL 16d (3.1/7') nails
Nails ore permissible
„ .;. o
heisting or rotating
of support
r 1 1/T LVL lOd (3") nails
but NOT required.
-
<
yy
5.�;
.,r '�h�
c+u,.•q
A g
Provide specified
f
12" oc
3"
bearing length L
„tar m
Simpson CCU,
lisp (CS, Provide
ss
Simpson PC or{C,
US? PCM or CC,
Check stiffener/filler
LPI rim joist, rim board,
Two rows for depths up to 12
ASTM grade A 307 Tun"
specified
MGA CCU or
Three rows for depths up to 18
(or better) 1/2" bolts.
gearing length
equal column cap
MCA PC or CC or
equal post or
requirements depending
on load and hanger type
blacking panels or equal to
prevent beam from rorofing
Four rows for depths a to 24"
P P
Use washers on both faces.
column cap
WARNING:
The following conditions are
NOT permitted
Do not use visually damaged products without first checking
with your local LP Engineered Wood Products distributor
or sales office. For a complete listing of "don't" details,
refer to LP's EWP Installation Guide.
DON'T put holes too
DON'T overcut hole
close to supports.
and damage flange.
f
f
I
y�
a
s
Refer to he e
k i
chart for correct locations'
DON'T make hole with
DON'T cut or notch flange.
hammer unless knock -out
is provided.
fill�+
I A
drill '
d II
DON'T
�t flange.
hammer on flanges
and damage joist.
1
DON'T cut flange
, Refer to Joist End Nailing detail
for pipes
A5, for correct sizes.,,
and location
� 1 r,�
� � ✓ 1 1'
i
i
DON'T use
16d nails.
r �
DON'T cut beyond
DON'T notch Gang -Lam
inside edge of
LVL beams.
bearing.
_
r
J.
,.a
DON'T notch beam at support.
Refer to hale chat or signals"specifications
for proper size and localism of holes
WEB HOLE DETAILS Warning: Eir cut or notch flanges.
NOTES:
1. CUT HOLES CAREFULLY! DO NOT OVERCUT HOLES!
DO NOT CUT JOIST FLANGES!
2. Square and rectangular holes must be centered at mid -
height of the web. Round the corners where possible.
3. Round holes need not he placed at mid -height.
A minimum 1/2" clear distance is required between
the hole and the flange.
4. Round holes up to 1-1/2" diameter, including the peri
rated 'knockouts," may be cut anywhere in the web.
5. Holes larger than 1.1/2" are not permitted in cantilevers.
6. Multiple holes must have a clear separation along the
length of the joist of at least twice the largest dimension
of the adjacent hl or a minimum of 12" center -to-
center whichever is greater.
7. Multiple holes may be spaced closer provided they
fit within the boundary of an acceptable larger hole.
Example: two 3" round holes may be spaced 2" apart
(clear distance) provided that a 3" high by B" long
rectangular hole, or an 8" diameter round hole are
acceptable for the joist depth at that location.
Up to a 1-1/2" diameter hole Unwt length of web between odjacero
allowed anywhere in the web. Mies must be twice the length of the
Closest spacing 1'-0" or larger hole dimension
FROM EITHER BEARING
8. These web hole tables are valid for simple and continuous spun joists
with uniform loads only, as sized from the tables contained in H"s
current (joist product guides. Larger holes, non -uniform loading
conditions and/or closer proximity to supports may be possible, but
require further analysis using LP's design software. Please contact
your local LP Engineered Wood Products distributor for more details.
CLOSEST DISTANCE (X) - (FT - IN)
8,,,..f
_.
t1...a'1
+"32".
LPI 26", (CTR) 150
_
1 0
1`-G
1
9-1/v";LPI'30°;200,'2TS','(CTR)2S0
LPI300
i, 0
1 i 0,
2
Y
'FI26 DUI Ic.,
1
2-^
r
-
1 °
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6 3
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-
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_PI 30,20c 22:T)25C
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2 8
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4
50
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10"5.9
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3
5
Ilr1
6
6 '-
14 LPI 20,32
0"
TO
3-0"
4'-0
YO
S'S
6'
0
8-0"
LP! 56
r 10
14
4 6
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G'
6 6-.
b' II-"-7
S
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LPI IT, (ITR)25r
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6'5
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16 IN 6,300
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4'-4
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e 7,
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a
8'10
97
107
123"
L-82
7 0
a'-C
4.0
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7 U
8, Cyr,
8-0.
8 0
9 0'
LPI S6"
3 /
H'-4
S' I"
5'-10
6-7'
7'-4'
8'-1"
8 10"
9'-7"
10 7
12,3"
LPI blocking
oa6Squash blocks WARNING:
Hoists Temporary construction bracing Is
\ required for eted. support hefereal
deck-
ing Is completed failure to use hmcing
could result In serious injury of deadin
Hanger connections
Cantilever details
Hanger comawfans
Customer Service and Product Technical Support: 1.800.999.9105
E-mail: customer.support@lpcorp.com
Visit our web site at: www.lpcorp.com
0500
/'� \ ® incur Louisiana-Pacac Co,PoraFT
'■i/J■ G/ `/', AII2004 rgservea. Printed In USA. tc 60M
EW6110SU 3/04
Rammell 367 Talon Dr
PH(
LU
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr nailing (top/face) Carried mbr nailing (hip/jack) Skew Slope Top
---------------------------------------------------------------------------------------------------------------------------
H1 34 ITT11.68 S 2 10d 2 10dx1.5" 4
___________________________________________________________________________________________________________________________
S -- Not in Inventory -- Special Order
R10
0
v
v
28' 0"
R11
13
v
v
24' 0"
R12
10
v
v
20' 0"
Nis
5
v
v
15' 0"
R14
1
v
v
14' 0"
R15
2
v
v
13' 0"
R16
1
v
v
12' 0"
R17
1
v
v
4' 0"
RES
1
v
v
2' 0"
R19
9
v
v
1' 0"
Total
length:
1761' 0"
R20
4
1 3/4"
G-LAM 11
7/8" 2650 1.9.
IS' 0"
R21
2
v
v
10' 0"
Total
length:
92' 0"
R22
6
11 7/8"
RIM BOARD
16' 0"
R23
2
v
v
16' 0"
Total
length:
160' 0"
R24
121
11 7/8"
LPI-225
1' 0"
Total
length:
121' 0"
------- Blocking Materials -------
Type Qty. Product Length
____ ------- ______
F1 2 11 7/0" LPI-225 16' 0"
Total length: 32' 0"
All product names are trademarks of their respective owners
V LP
DESIGN ASSUMPTIONS
Loads:
T/C Live: 40 psf B/C Live: 0 Psf
T/C Dead: 15 pef B/C Dead: 0 psf
Duration Inc role e: 1008
,.Election Criteria:
L/400 Live L/240 Total
Building Code: ❑BC (Allowable Strays Desig
M
Cl
C
u
N
W
m0
CM
ixN
xn M
C 00 L
04000
0 00
Q 00
OM
Mm o
Z
Job Name:
CUSTOMER
REX RAMMELL
Shipping Address:
Customer#: Salesman#:
Loads:
T/C Live: 40 psf B//CC rve: 0 sf
T/C Dead: 15 psf B/C�ead: 8 psf
Duration Increase: 00%
Total Load: 55 psf
License Name:
Date; 07/29/05 Time: 11:29 AM
Ff1amme: C:\KMW\TOSS\ramme11.L05
Phoenix
Lumber
Pa9ec1
11