HomeMy WebLinkAbout145 South Street - 3rd Floor& RoofMultiple Member Beams
LEGEND side Loaded Connection
Bearing Wall Below 11211 die, Bolt i
Max. Uniform Load
( lbs, per Iln, a. )
Number 'of- 0 C 12" o c. 8-0,0.
Members
Bearing 1' 2 Lam
L — —__ ___ _ — —— �LJ
L — — — — — — — — — — — — Boa spacle
Bo3 500 1000 2000
earn a Above i 1914"`tars 375 ' 750 1600
Non -Bearing Wall Below® ® i- 4(a) 330 870 1330
2"mIn.
o I
Non-BearingWall Above (e)T'wide members moat be leaded fromboth sides.
(b) Design values apply to common boss (grade 5 or hgher)
—- staggered Use flal washer$ each side end drill holes UT die.
e) Alivalue$ N the lace above mev be increased 15% for snow loaded roars it
25% for non -snow roofs w here coda allow s.
Post Below Post Above
Post Above & Below
3RD FL
Framing Schedule - Nominalized
Tag
Qty
I Description
Length
1
1
3-1/2" x 9-1/2" VERSA-LAMO 3080 DF
4'0"
2
2
1-3/4" x 11-7/8" VERSA -LAM; 3100 SP
44' 0"
Multiple Member Beams
Side Loaded Connection
1 314" Versa -Lam
Nall Pattern
16dcommon nails.
See chart Max uniform Load
(lbs. pm
'In,
G )
_ Numberof 2rows showsMembers
min. 2 520 780
3(a) 390 595
( a ) Nall pattern for 3 • piece member must occur on both sides.
Nall values may be Increased by 15% for snow • load
roofs and by 25% for non • snow roofs where
building code allows,
Multiple Member Connection Nail
�' N.T.S.
Nell each end
(1 d)th 1nail
t—"-1
1%" minimum end bearing length
at all toor and roof details.
Attachment at End
(F3 -D' N.T.S.
3RD FL
1/4" = V-0"
Load Bearli
Wall
A,Sr Booking Panel.
Use 3" 10d) malls at 6" a.c.
1dnqi Panels at Interior Bearin -
N.T.S.
l -- Solld block ellposts from
above to bearing below.
Post Load Transfer
1` F08 / N.T.S.
Toe mall rim board to plate w ah 2'ri" (8d) nails at
8" do, or w ah 3%" (16d) nails at 12" too.
F Rim Board
N.T.S.
Joist
Versa -Lam
LVL beam
F19 ` LVL Header O Zetning
N.T.S.
PJm board and AJS %de-by-sk1e.
Nail rim board and rInti with
234" (8d) nails at a" o.ci,
F1� Exterior End_W_all Support
N.T.S.
ROOF
Framing Schedule - Nominalized
Tag Qty Description
Length
.^
VY =
C
1 '-7'x 11-7/8" VERSA-LAMD 3080 DF
14' 0"
x 16" VERSA-LAMO 3080 DF
20'0"
2 = ` x 11-7/8" VERSA -LAMED 3100 SP
1 44' 0"
---------------------r,------------1---------r--------r3.
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ii Ii i1
I, 11 II
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ri
see talc 4/B 12 I , I ,
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it II I, II I,
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tel' -- — — — — — — —--
1 see talc 4/1_13 1 i 1 i l
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I� �1 tl II
I, II II �I
I, II II II
It �I 11 �I
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It II 11 11
I, tl It 11
i I I
—see cale 4/1 14 1 I I I I I
II
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ROOF
1/4" =1'-0"
3
REVISIONS:
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7-27-09 1 BC
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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 jolst, 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 take -off.
Product to be stored, handled and
Installed In accordance with
manufacturer's recommendations.
BC FRAMER® 2.0
SCALE: 1/4" = 1'-0rr
DATE: 9/21/2005
BY: be
FILE: Sidharth Lot #1.bcf
DWG:
SHEET: / 3
0
O
.^
VY =
C
.0 .J.iOd
�
X
C) M
C
BC FRAMER® 2.0
SCALE: 1/4" = 1'-0rr
DATE: 9/21/2005
BY: be
FILE: Sidharth Lot #1.bcf
DWG:
SHEET: / 3