HomeMy WebLinkAboutJOIST - 03-00044 - 336 & 340 Eagle Summit - Twin Homea Y.OLSELMorrdpany
i
DO NOT albv .vorkers
to walk on josts until
WARNING
Joists are unstac - orated laterally
13rau-; »es
a
-E-
DO NOT stack building
materials on unsheathed
onion. ioists.
WARNING NOTES:
Lacko proper bracing during construction can result in serious accidents. Under
normal onditions if the following guidelines are observed. accidents will be avoided.
-rotaa, roirs•en boards and elm)oaaXT_1.-S:*ai suppurs.
2. _s -
��D%sh i F4T3"e': rte+ sheathing). nailed to Sae ever 4 bet of toilets of the end of the bev or b2ce!�rv''i.a'-.
3 SsfetS' stn#Ices =f , 4 :Ts ar) roust be nailec to a 73ceo and +�': a sheathed area
4. Sheat".-rrns• re p�:xer-: nailed to �aoh TJK^, joat Aibn'e ark4spnal Ax -ds ran be .laced or tee system.
5. �-rvcs e catte,e-s ra;.ue stat lines 6n both the tz and o=, r ArAM.
8, ',;F lost J ops, -,t re.: van straight withini•v�='et.
A2
A complete_ TJ -%pert framing plan requires the Trus Joist Framer's Pocket Guide
A2 CA2�
NAILING REQUIREMENTS
TJlt foists at beangs - r ox nails (1 each sidei. 1 Y_"
minimum `"--
Blookinq panels rir ic's =,d to bear -q plate:
TJY�J oto k ^g par_ -1r - i hox cr- '" o.c.
-Trus Joist ^.m Coag 2.-a = ,$) box ne, = o.c. or 16d
(3 y") box nails at 12o.c.
Shear transfer- Conadions equivalent to decking nail schedule.
Rim board rim i0isbr closure to Till P joist:
13/" width or less: Tao 1 Old (3') box nsaits. she each at tp and
bottom flange.
Tito IPra^ 130. 35(1000 & 30F)C rein joist: Two 16d 3%) box
nails, one each at toland bottom flange.
TJIO IPro�J 550 8 40C nm jaist Toenail joist to rim pst with one
10d (3") box rail ead side c` joist top flang4.
2x4 Minimum Squahltloctts: Two 10d (3") box nags. one ead at
:op and bottom Hang.
LENEL NOTES
Sane: Driggs 8 v sainabnny cost duple%.JOB
Name: main
8/28/2003 16:28
:es -gm Satus:
fain......... 8/28/2003 16:20
NOR'$: Level design times indicated above provide
assuranci for proper level stackmg.
Design methodology: ASD
Floor Area Loading Is:
40psf LiVe Load anal 12 psf Dead bad
Mlle i Joist Deflection:
L/4130 Live Load
L/240 Total Load
TJ -Fro Rating Infotion:
Weighted Average: 48
Lowesting: 31
HighestRuting: 67
Gload S Nailed Detling is Requited
Direct Applied Ceiling is Not: Realized
Floor Decking: 23/32', 3/4" Panes (24^ Span
Ea -,,g)
Noraid 0 Cpacing = 16"*
S`�: dazd Rim:
-s noted otherv-se
Layout Scale:116" 1'
JOIST AND BEAM LIST
Plot ID
Length
Prochect
i_e6 Qty
��
A
See Layout
-/8" TJI/Pro-1, joist
I
Ml
S'
x.-9...1/2.. 1.9E MiCronam LVL
1
M2
16'
- ; x 18" 1.9E Micro -lam LVL
'� d
ACdESSOI(IES L:S^_
Pct
Sl'
_: '/8" TJI/Prd-150 -nsc
i
Pct
24'
_: 7./8" TPI/Prd 150
Pc3
13'
__ 7/8' TJI/Prd 150 -r_s_
2
Pcei
9'
11 1/8" TPI/Prd-150 c_s_
Pc9
4'
__ '!8' T,II/Prd-150
8
Rmi
211
_--_--
_: c/8' TJI/Prd 150
4
Shl
4' x a-
ti 32-, 3/4" Panels L" S --,an Rating)
I 14
Rm, Rim Board; Pc.
Pa-ra:--el Closure
tA2
I�A37
�IA3I'
-E-
DO NOT stack building
materials on unsheathed
onion. ioists.
WARNING NOTES:
Lacko proper bracing during construction can result in serious accidents. Under
normal onditions if the following guidelines are observed. accidents will be avoided.
-rotaa, roirs•en boards and elm)oaaXT_1.-S:*ai suppurs.
2. _s -
��D%sh i F4T3"e': rte+ sheathing). nailed to Sae ever 4 bet of toilets of the end of the bev or b2ce!�rv''i.a'-.
3 SsfetS' stn#Ices =f , 4 :Ts ar) roust be nailec to a 73ceo and +�': a sheathed area
4. Sheat".-rrns• re p�:xer-: nailed to �aoh TJK^, joat Aibn'e ark4spnal Ax -ds ran be .laced or tee system.
5. �-rvcs e catte,e-s ra;.ue stat lines 6n both the tz and o=, r ArAM.
8, ',;F lost J ops, -,t re.: van straight withini•v�='et.
A2
A complete_ TJ -%pert framing plan requires the Trus Joist Framer's Pocket Guide
A2 CA2�
NAILING REQUIREMENTS
TJlt foists at beangs - r ox nails (1 each sidei. 1 Y_"
minimum `"--
Blookinq panels rir ic's =,d to bear -q plate:
TJY�J oto k ^g par_ -1r - i hox cr- '" o.c.
-Trus Joist ^.m Coag 2.-a = ,$) box ne, = o.c. or 16d
(3 y") box nails at 12o.c.
Shear transfer- Conadions equivalent to decking nail schedule.
Rim board rim i0isbr closure to Till P joist:
13/" width or less: Tao 1 Old (3') box nsaits. she each at tp and
bottom flange.
Tito IPra^ 130. 35(1000 & 30F)C rein joist: Two 16d 3%) box
nails, one each at toland bottom flange.
TJIO IPro�J 550 8 40C nm jaist Toenail joist to rim pst with one
10d (3") box rail ead side c` joist top flang4.
2x4 Minimum Squahltloctts: Two 10d (3") box nags. one ead at
:op and bottom Hang.
LENEL NOTES
Sane: Driggs 8 v sainabnny cost duple%.JOB
Name: main
8/28/2003 16:28
:es -gm Satus:
fain......... 8/28/2003 16:20
NOR'$: Level design times indicated above provide
assuranci for proper level stackmg.
Design methodology: ASD
Floor Area Loading Is:
40psf LiVe Load anal 12 psf Dead bad
Mlle i Joist Deflection:
L/4130 Live Load
L/240 Total Load
TJ -Fro Rating Infotion:
Weighted Average: 48
Lowesting: 31
HighestRuting: 67
Gload S Nailed Detling is Requited
Direct Applied Ceiling is Not: Realized
Floor Decking: 23/32', 3/4" Panes (24^ Span
Ea -,,g)
Noraid 0 Cpacing = 16"*
S`�: dazd Rim:
-s noted otherv-se
Layout Scale:116" 1'
CREATED BY
STOCK Biulding Supply
4000 Bombardier Ave
Idaho Fails, Idaho 834CI
208-523-0995
FAX: 208-524-3734
/ SYSTIDI WARNINGS _
/ 3 skew cut joist ends at all skewed
support locations.
HAMM LIST - Simpson Strong -Tie Coopany, Inc.Al
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
141 48 4-Nlb 2-N10 2-N10
Nc_es:
*L-)-TJXPert,
4A54"OVeW-
SYMBOL LEGEND
Point Load
Line Load
Area Load
0 Detail Callout Label
(See Framet's Pocket Guide)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-Xpert 6.30 (111666) c6.30 De.30 se.30 P6.30
JOIST AND BEAM LIST
Plot ID
Length
Prochect
i_e6 Qty
��
A
See Layout
-/8" TJI/Pro-1, joist
I
Ml
S'
x.-9...1/2.. 1.9E MiCronam LVL
1
M2
16'
- ; x 18" 1.9E Micro -lam LVL
'� d
ACdESSOI(IES L:S^_
Pct
Sl'
_: '/8" TJI/Prd-150 -nsc
i
Pct
24'
_: 7./8" TPI/Prd 150
Pc3
13'
__ 7/8' TJI/Prd 150 -r_s_
2
Pcei
9'
11 1/8" TPI/Prd-150 c_s_
Pc9
4'
__ '!8' T,II/Prd-150
8
Rmi
211
_--_--
_: c/8' TJI/Prd 150
I
Shl
4' x a-
ti 32-, 3/4" Panels L" S --,an Rating)
I 14
Rm, Rim Board; Pc.
Pa-ra:--el Closure
CREATED BY
STOCK Biulding Supply
4000 Bombardier Ave
Idaho Fails, Idaho 834CI
208-523-0995
FAX: 208-524-3734
/ SYSTIDI WARNINGS _
/ 3 skew cut joist ends at all skewed
support locations.
HAMM LIST - Simpson Strong -Tie Coopany, Inc.Al
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
141 48 4-Nlb 2-N10 2-N10
Nc_es:
*L-)-TJXPert,
4A54"OVeW-
SYMBOL LEGEND
Point Load
Line Load
Area Load
0 Detail Callout Label
(See Framet's Pocket Guide)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-Xpert 6.30 (111666) c6.30 De.30 se.30 P6.30