HomeMy WebLinkAbout145 South Street - Level One FramingLEGEND
Bearing Wall Below
I
Bearing Weill _Above _ _ _
L------------1
Non' -Bearing Wall Below
Non -Bearing Wall Above
1
I' — — — — — — — — — — — —
Post Below Post Above
Post Above & Below
Multiple Member Beams
Side Loaded Connection
12" dia. Bolt (b)
.--�—, MIlb UnHorm Lead
(lbs. penin. R,)
13/4' e 24 oa 12"oe�6"o.c.
fdembare
- 1 314" Vene•Lam
-
x 4 ll)
L 500 1000 2000-
Bolt Spacin 1/2"db. —
Bt(b) 61 3 376 750 1600 ,
T L___.. 330 670 _ 1330
2"min, LLL��� ---
i
a
(a)7"wIn nlemba apply
baloaded from both of
(b) /lee Hat w ethers each Olde and a1Yl hns (grade
oaii m' dla Ighen
Staggered (c) All vetoes In the table above may be InoraH ad ia%for snow lorded roofs el
23% for non -snow roofs w Hera code allow S.
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MOVE LALLY TO ALIGN UNDER
INTERSECTION OF BEAMS
(SEE DIMENSIONS)
MOVE LALLY COLUMN TO,
ALIGN UNDER POSTS ABOVE
(SEE DIMENSIONS)
Multiple Member Beams
Side Loaded Connection
1 3/4" Verse -Lam
Nall Pattern
16d common nails.
12" O.c 1 T 2� 2620s
_ _ See ch Max uniform Load
per In. ftJ)J
2 0 3rows
2°mIn. li 1 Iso
(a) 390 636
(a ) Nall pattern for 3 - piece member must occur on both sides.
Nall values may be Increased by 150A for snow - load
roofs and by 25% for non - snow roofs where
buliding code allows.
F49 � ltiple Member Connection Nail
N.T.S.
/ Nall each entl
wlth 1 -3
(10"
(10d) nail's
i
1'h" minimum end bearing length
at all floor and roof details.
Attachment at End
#13-D N.T.S.
\--NOTE NEW LOCATION
talc 1/B 5 OF LALLY, ALIGN WITH
POSTS ABOVE
Load Bearin
Weill
AJS'" Blocking Panel,
Use 3" (1 Od) malls at 6" 0.0,
Panels at Interior Bearing
'F��/ N.T.S.
ALIGN LOCATION OF LALLYS WITH POSTS FROM
FRAMING ABOVE.
I
i— Solid block ell posts from
above to bearing below.
F08 Post Load Transfer
D�� N.T.S.
Toa nail rim board to plate w ah 2'h" (so) ni at
e" o.c. or w th 37s" (1 lid) nails at 12" ac,
1.29.' (ed) nail for
eachostflenge
Rim Board
N.T,S,
Joist
vloloo-uViII
LVL beam
F19 LVL Header Opening
N.T.S.
Level 1
Framing Schedule - Nominalized
Tag Qty
Description
Length
1 11
11-7/8" AJ ST-' 20 MSR
30` 0"
2 20
11-7/8" AJST" 20 MSR
26'0"
3 1
11-7/8" AJSTm 20 MSR
22'0"
4 16
11-7/8" AJSTr'' 20 MSR
Level
5 3
11-718" AJS T"" 20 MSR
1D' 0"
6 6
11-718" AJSTl" 20 MSR
8101,
7 1
3-112" x 11-7/8" VERSA- LAM0 3080 DF
20' 0"
8 1
3-112" x 11-7/8" VERSA.-LAMJ 3080 DF
14'0"
9 2
1-314" x 1 1-718" VERSA -LAM— 31C0 SP
142'0"
10 2
1-3f4" x 11-7/C" VERSA -LAW 3100 SP
22'0"
11 2
1-3f4" x11-718" VERSA: LARD 3100 SP
1S' C"
12 2
1-314" x 11-7/S" VERSA -LAR 0 3100 SP
14'0"
13 BLK
11-7/8" AJSTm 20 MSR
78'0"
14 TL
1-118" x 11-7/8" BC RIM BOARDT- OSB
Level 1
Accessory Schedule
Tag
Qty
Manufacturer
Product Description
H2
1
Simpson Strong -Tie, Inc.
HWU3.56/11.88
H3
28
Simpson Strong -Tie, Inc.
ITT311.88
Rim board and AJS T laid y -eke.
NO rim board and rkn}olet w 6h
2'X' (sd) nails at e' o.c.
F 3 F Exterior End Wall Support
N.T.S.
REVISIONS:
7-27-09
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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 aro
the responsibility of the contractor.
Contractor Is to verify all beams
end 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
wells 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.
START FRAMING HERE
Level 1 Al
117/8" AJS 20
16" OCS III
1
�N
Level
o 2Co_
a
sagas,
N O to
V=)
J
V% CO T 47
N F
W fd
(n _
BC FRAMERI 2.0
SCALE: 1/4" = 1'4"
DATE: 9/21/2005
BY: be
FILE: Sidharth Lot #1.bcf
DWG:
SHEET: 1 / 3