HomeMy WebLinkAbout68 Pine Street 2nd Floor & Attic Framing PlanLEGEND
Bearing Wall Below
Bearing Wall Above
L - - - - - - - - - - - -1
Non -Bearing Wall Below
Non -Bearing Wall Above
Post Below Post Above
Post Above & Below
O
Stagg
Multiple Member Beams
Side Loaded Connection
1 f2" dia. Bolt (b)
hurtMembe
mhe
[13/4"
Bolt Spacing'2
12" dia.
Bolt(b) 3
4
Max Uniform Load
(lbs. per lin. ft.)
24'o c. 12" o.c. 6" o.c.
500 1000 2000
375 750 1500
330 670 1330
t.
(a) 7' wide members must be loaded from both sides.
(b) Design values apply to common bolts (grade 5 or higher)
Use flatw ashers each side and drill holes 12" dla.
(c) All values In the cable above may be Increased 15% for snow loaded more al
25% for nonsnow roof, w here code slow s.
Multiple Member Beams
Side Loaded Connection
13/4" Versa -Lam
Nail Pattern
16d common nails.
See chart Max. Uniform Load
(lbs. per ln. n )
Number of 2rows 3rows
Members
min. 2 520 780
3(a) 390 585
(a) Nail pattern for 3 - piece member must occur on both sides.
Nail values maybe increased by 15% for snow -load
roofs and by 25% for non - snow roofs where
building code allows.
F49 Multiple Member Connection Nail
N.T.S.
16
Nail each end
with 1 - 3"
(10d) nail
—PL
11/7 minimum end bearing length
at all floor and roof details.
F13-D)Attachment at End
N.T.S.
Load Bearir
Welk
AJS r" Blocking Panel.
Use 3"(10d) nails at 6" o.c.
F13 -=king Panels at Interior Bead r
N.T.S.
I
�— Solid block adhosts from
above to bearing below.
Post Load Transfer
N.T.S.
Toe nail rlm (ward to plate w ih 2%" (6rf) nails at
6" ox. or with 3%" (16d) nails at 12" o.c.
l 1 - Zh- (Se) nal f or
\V eachjo'stflaige
F14 -A Rim Board
N.T.S.
Joist
— Versa -Lam
LVL beam
�-� LVL Header Opening
Opening
N.T.S.
13
12
1-314" x 14" VERSA-LAS.^7 2.0 3100 SP
12' 0"
14
1
Steel Beam
24'0"
15
BLK
9-1/2" AJSTM 20 MSR
12'0"
Ist Saved Date: 12/4/2006 2:21 PM
int Date: 12/4/2006 2:21 PM
Attic
3/16" = 11.011
frim board and AJS '°alfa -by -side.
Nail riliboard and rimjo'st with
2'h- (6d) rads at Tax.
13C Exterior End Wall Su ort
Wall Support
N.T.S.
)ascription
REVISIONS:
to
i-
zo
WWp
�LL-J
LLI W W
~�WL-
OC>W
Z WUJ -17
CO
g0Z
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
waits 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.
U �
C a
L N ¢ 2 L
ma ori m
Mof"o Co
E c o 3t 2
L9 0 vi
`—C � IE
C7 N W (CO
C T
tl) 2
BC FRAMER® 6
SCALE: 1/4" = 1'-011
DATE: 12/1/2006
BY: be
FILE: Basler Gordon.bcf
DWG:
SHEET: 1 / 1
Length
SP
14' 0"
)ascription
REVISIONS:
to
i-
zo
WWp
�LL-J
LLI W W
~�WL-
OC>W
Z WUJ -17
CO
g0Z
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
waits 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.
U �
C a
L N ¢ 2 L
ma ori m
Mof"o Co
E c o 3t 2
L9 0 vi
`—C � IE
C7 N W (CO
C T
tl) 2
BC FRAMER® 6
SCALE: 1/4" = 1'-011
DATE: 12/1/2006
BY: be
FILE: Basler Gordon.bcf
DWG:
SHEET: 1 / 1