HomeMy WebLinkAbout145 South Street - 3rd Floor & RoofLEGEND
Bearing Wall Below
Bearing Wall Above
L-----------
Non-Bearing
--------Non-Bearing Wali Below
Non -Bearing Wall Above
L—--——--—--——
Post Below Post Above
® @
Post Above & Below
Stagg
Multlple Member Beams
Side Loaded Connection
112" die. Soft (b)
Numhe
Mamb
1 3!4"
Bblt Spacing 112"tlla. 2—
Bolt (b) 3
® 4
F50
Max. Uniform Load
(lbs. per If, n. )
12' o c. 5" o.c.
em -
500 1000T2000375 750330 070
min.
(a) 7"w Ide merlbars must ba loaded from bath sides.
(b) usiaeto dllde 5 or 0nar)e Design
washers each side andrill holes dim
(c) 25IValue'% for noIn tbs n -snow w here code Increased
ad 159'o for snow loaded roofs ei
3RD FL
Framing Schedule - Nominalized
Tag
Qty
I Description
Length
1
1
3-1/2" x 9-1/2" VERSA-LAr.10 3080 DF
4' 0"
2
2
1-3,-`4" x 11-7/8" VERSA-LAU1 D 3100 SP
44'0"
Connection
N.
Multiple Member Beams
Side Loaded Connection
1 3/4" Versa -Lam
Nall Pattern
18d common nails.
See chart Max Un Norm Load
( lbs. per In ft)
mITT emrMberot 2rowe grows
FWrnbe_
mh. 2 _520 790
99 1 3(a) 380 585
(a) Nall pattern for 3 • place member must occur on both sides.
Nai(values maybe increased by 15% for snow • load
roofs and by 25% for non • snow roofs where
building code allows,
Multiple Member Connection Nail
1N.T.S.
Nall each end
L with 1 - 3"
{ (10d) nail
i
-.l
1%" minimum end bearing length
at all floor and roof details.
F13 -D' Attachment at End
N.T.S.
3RD FL
114" = 11-0"
Load Bearir
Wall
AJS'" Blocking Panel.
Use 3" (10d) nails at 9" o.c.
\'ting Panels at Interior Bearing
IFI -- — N.T.S.
its from
above to bearing below.
I
8 \ Post Load Transfer
N.T.S.
Toe nal rim board to plate w ith 2%" (8d) nails at
T o.d. or w th 3'h" (15d) nails at 12'0.0.
1 •2%" (SM nail for
each Joist flange
F� Rim Board
N.T.S.
Joist
F19 LVL Header Opening
N.T.S.
RM board and AJS '"Side-byekle.
Nell dm hoard and rinnJolst W th
211" (ad) nails at Ir oc.
Exterior End Wall Super
F13 -C -- N.T.S.
ROOF
Framing Schedule - Nominalized
Tag
Qty Description
Length
1
1
3-112" x 11-7/8" VERSA -LAM® 3080 DF
14'0"
2
1
3-1/2" x 16" VERSA -LAM) 3080 DF
20' 0"
3
2
1-3/4" x 11-7/8" VERSE,-LAM0 3100 SP
44'0"
-------------------------------------------- - ----i
----- ---- -- -- -- --------------------------
�- � r Ii
I� �1 tl 11
11 �1 11
II 11 I,
, II 1i
' J------------------
------------------ ll-----------
see Calc 4/B-12 I , 1
— — L fl '1 11 11 II II
f7•----------_TJ1
1 1, see Calc 4/B 13 1,
I 1 I
J_, 11
1 ---------- ��'_.J --——————————————
r-------�—
----------------
I
_see Cale 4/B 14 i I 1
I
II rr J___________________________ 1----___—__________--_—__--__—
,1 T----------------------------- _—___—__—_____----_
1� 11
,I ,I
I, I�
I, 1�
I1 2 II
1, 1�
,1 ,I
I, 1�
1, 1�
1_—_—
L - - - - -_-, _--__--L
___- 4=------
I, 1,
1------------------
L________L.�_—______
ROOF
1/4" = 1'-0"
REVISIONS: BY:
7-27-09 BC
H
z
W W 0
LLIW�—a,W
F-� WLL
Qy?W
Zwml'
20Z
J F-
J
Q
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 -joist, 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
pian submitted to us for take -off.
Product to be stored, handled and
Installed in accordance with
manufacturer's recommendations.
� T N
I L YJ
O tp
N to
LO+L..% O N
0
c Q 0) N
'c
aa) m
BC FRAMERO 2.0
SCALE: 1/4" = T -O"
DATE: 9/21/2005
BY: be
FILE: Sidharth Lot #1.bcf
DWG:
SHEET: 1 / 3