HomeMy WebLinkAbout37.8 - Framing PlansLEGEND
Bearing Wall Below
Bearing Wall Above
L— — — — — — — — — — — —
Noh-Bearing Wall Below
Non Bearing Wall Above
Post Below post Above
® o
Post Above & Below
10
STAF
Level 1 Al
117/8" BCI 600s
16" OCS ==
Staggered
Multiple Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
Max Uniform Load
'i (Ibs. per lih. ft, )
1. MMertrbvr 24"o.c12"adI6"o.c.
1 314"Versa-Lam
2 500 1000 2000
Bolt SPacir*g ,.-12"dia. _ —
' I
Bolt(b) 3 375 750 1500
1 --
® ® ( 4 (a) 330 670 1 1330
Multiple Member Beams
Side Loaded Connection
1 3/4" Versa -Lam
Nail Pattern
16d common nails.
See chart X. Uniform Load
(Ibs.perin ft )
min. 4
Number of
Members
2
3(a)
2 bows 3 rows,.
520 780
390 585
mita
(a) 7' wide members must be loaded from both sides. 'IFIL
(b) Design values apply to common bolts (grade 5 or higher) ( a ) Nail pattern for 3 - piece member must occur on both sides.
Use flat w ushers each aide and drill holes 1/2" ills.
(c) Arvalues In the table above may be Increased 15% for snow loaded roofs at
25% for non -snow roofs w here code slows. Nail values may be increased by 15% for show - load
roofs and by 25% for non - snow roofs where
building code allows.
Connection Bolt F49 Multiple Member Connection Nail
N.T.S. N.T.S.
Level 1
1/4" = 1'-0"
Level 1
Framing Schedule - Nominalized
Mark
Qty
Description Length
1
9
11 7/8" BCI@ 600s SP 32'C-
2
10
11 7/8" BC10 600s SP 20' C`
3
5
11 7/8" BCIO 600s SP 12'C-
4
2
11 7/8" BCI@ 600s SP 6'0"
i
8TL
r-'--
9
BLK
11 7/8" BCIO600s SP 24'C'
10
TL
1 1 1/8" x 117/8" BC OSB RIM BOARDT'a 128'0 -
Level 1
Accessory Schedule
Qty
Manufacturer
Product I Description
2
Simpson Strong -Tie Inc.
HGUS410 13-1/2 x 9-114 to 14 V -Lam Face Mount
5
Simpson Strong -Tie Inc.
ITT3511.88 2-5116 x 11-718 BCI Top Flance
10
AIS T' Blocking Panel.
Use 3" (10d) nails at 6" o.c.
I
Nail each end
with 1 - 3"
(10d) nail
Load Bearing
wans
1'/a" minimum end bearing length
at all floor and roofdetails.
F13 -D Attachment at End (;king Panels at Interior Bearing
N.T.S. r1J N.T.S.
START FRAMING HE
Level 2 Al
11 7/8" BCI 600s
16" OCS ==
Q
,
1 _ c
it
5(3) ;— 5(3)
_ 1
I,
c H2
—1 ._- 2 _ 4(3
=2-
6(2)--,-
--- Solid Solid block all posts from
above to beating below.
C Post Load Transfer
N.T.S.
COORDINATE FRAMING
2 7(2) "'—IN THIS AREA WITH STAIR
2== MANUFACTURER.
—2—
h
4(3)_.._
1 _-t
8 1 ZIP I' 8
1
1
1
1
1
1
1 '
Leve 12
1/4 11
/411 = 1'-011
Level 2
Framing Schedule - Nominalized
Mark
Qty
Description Length
1
20
11 7/8" BCI® 600s SP 20'0"
2
5
11 7/8" BCI(D 600s SP 12' 0"
3
20
11 7/8" BCIO 600s SP 6' 0"
11 r;
11 ,-.
8TL
1 118" x 11 7/8" BC OSB RIM BOARDT'" 128'0"
Level 2
Accessory Schedule
Qty
Manufacturer
product Description
3
Simpson Strong -Tie Inc.
HGUS410 3-1f2 x 9-114 to 14 V -Lam Face Mount
2
Simpson Strong -Tie Inc.
HGUS5.50/10 5-114 x 9-114 to 20 V -Lam Face Mount
37
I Simpson Strong -Tie Inc.
I ITT3511.88 2-5116 x 11-7/8 BCI®Top Flange
A
Joist
Toe nail rim board to plate w Ah 2'h" (6rf) nails at
lit" o.c. or with 3K" (1" natls at 12" o.c.
3 - z r - taa) nal Tor
each joist flange
Rim Board
" N.T.S.
— Vers a -Lam
LVL beam
LVL Header Opening
N.T.S.
Level 3
1/4 11 = 1 '-011
Level 3
Framing Schedule - Nominalized
Mark
Qty
Description Length
4
Simpson Strong -Tie Inc.
_ 1" _F"
3-112 x 9-114 to 14 V -Lam Face Mount
2
Simpson Strong -Tie Inc.
HGUS5.50/10
5-1/4 x 9-114 to 20 V -Lam Face Mount
2(3)
Level 3
Accessory Schedule
Qty Manufacturer
Product
Description
4
Simpson Strong -Tie Inc.
HGUS410
3-112 x 9-114 to 14 V -Lam Face Mount
2
Simpson Strong -Tie Inc.
HGUS5.50/10
5-1/4 x 9-114 to 20 V -Lam Face Mount
r
Last Saved Date: 10/13/2004 10:44 AM '
Print Date: 10/13/2004 11:08 AM
Min board and AJS T"side-hy-side.
Nail rim board and rimjobt w Ah
2N." (6d) nails at 6" o.c.
1 3-C, Exterior End Wall Support
N.T.S.
F
REVISIONS:
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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 -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
plan submitted to us for take -off.
Product to be stored, handled and
Installed In accordance with
manufacturers recommendations.
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BC FRAMERO 2002
SCALE: 1/4" = V -0'r
DATE: 10/12/2004
BY: be
FILE: Don Davisoh.bcf
DWG:
SHEET: 1 / 1