HomeMy WebLinkAbout145 South Street - Second Floor FramingLEGEND
Bearing Wall Below
_Bearing Wall Above
L ----- ~ — — — — — -1
Non -Bearing Wall Below
Non -Bearing Wall Above
- - - - - - - - - - - - -
L_ 1
------------
Post- - - - - - - - - -
Post Below Post Above
Post
Above & Below
'tel
multiple memoer reams
Side Loaded connection
1/2" die. Bolt (b)
—?—I Max. Uniform Load
O+r-d (lbs. per lin e.)
Number of
200 c. 12" o a 6" c.c.
Members
13/4^Vena-Lem _
B Spacing V2"tlls, 2 600 1000 2000 -
l 9olt(b) 3 375 760 1600
4 (a) 330 870 1330
�2" m in.
'
Ill 7"witle memolls must he detletl IMM loll eldee.
r (b) Design values apply to common boas (grade s or hlphe0
81a Bred --Uee netw sehers each ads and dril holes 1r2" die,
a4 (0) Allvalues In dre lableebove may be Increased 15% for avow loaded roofs or
25% for non -snow roofs w here code allow a.
F50
Member Connection Bolt
nlwuple nam um casae
Side Loaded Connection
1 3/4" Versa -Lam
Nell Pattern
10d common nails.
See chart
Tag
Max Uniform Load
(lbcp rin.a,)
Description
1
1 Simpson Strong -Tie, Inc. I HU410
20' 0"
Number of 2 rows 9 rows
Members
m In.
LH1
H3
69 Simpson Strong -Tie, Inc. ITT311.88
H4
2 i 520 730
� C
1 11-718"AJSTM20 MSR
LJJ3(s)
-
390 565
(a) Nall pattern for 3 - piece member must occur on both sides.
Nail values may be Increased by 16% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
F49 Multiple Member Connection Nail
N.T.S.
NOTE WALL MOVED
TO ACCOUNT FOR STACKED
HAS BEEN MOVED
Nall each end
With J;3,. 3"
I (ted) Hell
— L
1N+" minimum end bearing length
at all floor and roof details.
IF Attachment at End
N.T,S.
Load Seadr
Wall
AJS'"' Blocking Panel.
Use 3" (i Od) nails at 8" did.
ring Panels at Interior Bearing
F13 -E' N.T.S.
Solid block all posts from
above to bearing below,
Post Load Transfer
F08
8 N.T.S.
Accessory Schedule
Tag
Qty Manufacturer Product
Description
1
1 Simpson Strong -Tie, Inc. I HU410
20' 0"
H2
3 % Simpson Strong -Tie, Inc, HWU3.66/11.88
LH1
H3
69 Simpson Strong -Tie, Inc. ITT311.88
H4
21 Simpson Strong -Tie, Inc, i IUT312
15
Level 2 Al
11-718" BCI® 90s-2.0 SP
16" OCS ==
2ND FL
1/4" = 1 l -U,
Toe nail rim board to plate w Ith 2'h" (ed) nails at
8" o.c. orwIth 3%" (10d) naBa at 72' o.o.
l 1.2h -(m nail Tor
�✓ eachplat flange
�F14 �I Rim Board
N.T.S.
15
JOIST
— Versa -Lem
LVL beam
F19 LVL Header Opening
N,T.S.
Pomboard and AJS-lild&•b/-skle,
Nall rkn board and rim)cist w Ith
2'�" (84) nails at 8" o.c.
Exterior End Wall Support
F13 N.T.S.
2ND FL
Framing Schedule - Nominalized
Tag
Qty Description
Length
1
15 11-7/8" BCI ail 90s-2.0 SP
20' 0"
2
7 ! 11-7/8" AJST"' 20 MSR
{ 18'0--
?
- :1-7/8" AJST"" 20 MSR
14' 0"
� C
1 11-718"AJSTM20 MSR
1D'0"
-
7 11-7/8"AJST"20 MSR
i8'0"
E
' 1
11-7/8" AJ ST" 20 MSR
1 6' 0"
-
3-1/2" x 11-7/8" VERSA -LAM Ri 3080 DF
l 20'0"
-
I '
3-1/2" x 11-7/8" VERSA-LA.P. V 3080 DF
! 14'0"
3-1/2" x 11-7/8" VERSA -LAMS 3080 DF
12'0"
1r
3-1/2" x 18" VERSA-LAM7 3080 DF
18' 0"
11
2
1-3/4" x 11-7/"a" VERSA-LAMO 3100 SP
34' 0"
12
2
1-3/4" x 11-718" VERSA -LAM rO 3100 SP
6' 0"
1
2
1-3/4" x 14" VERSA.-LAMO 3100 SP
14 0"
14
ELK
11-7/8" AJST"' 20 MSR
10'0.-
0'0"15
15
TL
1-1/8" x 11-7/8" BC RIM BOARD TM OSB
1 144'0"
REVISIONS: BY:
7-27-09 BC
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Notes:
Shop drawings, typical details
and framing plans, outlining
Installation procedures and unit
Identlflcatlon marks, shall be
submitted for approval by the
project architect and/or engineer.
Exact quantltles 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
stralght 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: 114" = V-0"
DATE:. 9/21/2005
BY: be
FILE: Sidharth Lot #1,bcf
DWG
SHEET: 2 / 3
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BC FRAMER® 2.0
SCALE: 114" = V-0"
DATE:. 9/21/2005
BY: be
FILE: Sidharth Lot #1,bcf
DWG
SHEET: 2 / 3