HomeMy WebLinkAbout145 South Street - Level One Framing 2LEGEND
Bearing Wall Below
Bearing Wall Above
L. - - - - - - - - - - - -1
Nan -Bearing Wall Below
Non -Bearing Wall Above
L—--—---—---—
Post
--—---—---—Post Below Post Above
Post Above 8e Below
Staggered
F50
MUl le MemDer beams
Side Loaded Connection
1/2" die. Boft (b)
Max. Uniform Load
(Ibs. per lln.a.)
I,
Number
24-0.0.12"o.a1 a"o.c.
Me
`1.314"_verse-Lem
—1M"ole. 2 S W(l 2000
f
Bolt (b) 3 375 750 1500
T 4(a) 330 670 1330
2" m In. ._._
(a) 7" w Ids members moot be loaded from both sides.
mumpie_viemoer oeams
Side Loaded Connection
1 314" Verse -Lam
Nall Pattern
15d common nails.
See chart Max uniform Losd
(Iba. par lnA )
Numbarof 2rowa 3rows
m10.9
� Mem�2 ere
520
3 (e )� 390 Sae
(b) Design values scoff m common box$ (grace 5 or hpher) ( a ) Nail pattern for 3 - piece member must occur on both sides.
Use tat w Ashore each a ole and drill holes 112" die,
(C) All veluss M the to to It We mev be [morass ed 16% for snow loaded roofs at
25% for non•& now roof, w here cMe slow e. Nall values may be Increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
Multiple Member Connection Boltl F49 Multiple Member Connection Nail
N.T.S. 49 N.T.S.
14
i II
i'
14
5 5
1 U j I
I,'u__•°I�' 2113?) '`� ,1 14
14f
MOVE LALLY TO ALIGN UNDER
INTERSECTION OF BEAMS I it
3
(SEE DIMENSIONS) I I II
i, 11.1
MOVE LALLY COLUMN TO ) 2 2 2 2 2 2 21 2 2
ALIGN UNDER POSTS ABOVE
(SEE DIMENSIONS)
14 1''— ---- ----
It
6 6 6
-------------
6 6
--- ._
_ i l i ii I
,'I I III I 11 f1
-�__1-� 2 2 �12 2 2 2 2 2 2 2 2
I 11 II iI I[ I 1, r1
— --i II 9'-1/4" i[� 3'1/4" i1 jII 11 i1
- J JI�L J IL J '._J�'� 71 J L J L J L J L J L J lJ1 .H2
ttll�� ICI 1 I
i 31 r i r l; i( [ f l -� r 1 i ,.r, 1' r
I•
i1 � li"1 (fi ��l
---L-' a.
J'Y--- -- --a 12(2) 8' - -
i ✓ I I l zt
I -T
14�� m ii eo �' illii'
U
i 14 II
1cu
I 14f
it I
4 4 4 4 4 4 4 4`AJ 4 4 4 4 4 4 4
( �14
it
r 5 NOTE NEW LOCATION
i see talc 1/B_5 PALIGN WITH
POSTS ABOVE
i
START FRAMING HERE 14
Level 1 Al
11 7/8" AJS 20
16" OCS 111
Level 1
1/4 if = 11.011
ALIGN (LOCATION OF LALLYS WITH POSTS FROM
FRAMING ABOVE.
1
14
�— Solid block all posts from
above to bearing below,
Post Load Transfer
N.T.S.
Toa nag dmboard to plate w Ith 2'f+" (8d) nails at
e" o.c. orwfth 3M" (tad) nails at 12" o.c.
I i - zn- (ea) nen for
each)dst flange
,,F1 Rim Board
N.T.S.
JOlst hanger
— Versa -Lam
LVLbeam
LVL Header Openin _
F19 I
N.T.S.
Level 1
Framing Schedule - Nominalized
Tag j Qty
AJS m" Blockhg Panel,
1 11
11-7/8" AJST" 20 MSR 30' 0"
Use 3" (1 ad) nails It e" o.c.
i
i
11-7/8" AJSTm 20 MSR 20' 0"
Nall each end
1
11-7/8" AJST"' 20 MSR 22'0"
with 1 -3"
16
11-78" AJST" 20 MSR 18' 0"
(10d) nail
Load Bearing
11-718" AJST" 20 MSR 10' 0"
I
Walla
11-718" AJS 20 MSR 8' 0"
7
1
I%"
minimum end bearing length
1
at all
floor and roof details.
2
F 31 D
Attachment at End
iing Panels at Interior Bearing
1-3/4' x 11-7/3" VERSA LArd'u 3 100 SF
N.T.S.
F13 -E, N.T.S.
14
i II
i'
14
5 5
1 U j I
I,'u__•°I�' 2113?) '`� ,1 14
14f
MOVE LALLY TO ALIGN UNDER
INTERSECTION OF BEAMS I it
3
(SEE DIMENSIONS) I I II
i, 11.1
MOVE LALLY COLUMN TO ) 2 2 2 2 2 2 21 2 2
ALIGN UNDER POSTS ABOVE
(SEE DIMENSIONS)
14 1''— ---- ----
It
6 6 6
-------------
6 6
--- ._
_ i l i ii I
,'I I III I 11 f1
-�__1-� 2 2 �12 2 2 2 2 2 2 2 2
I 11 II iI I[ I 1, r1
— --i II 9'-1/4" i[� 3'1/4" i1 jII 11 i1
- J JI�L J IL J '._J�'� 71 J L J L J L J L J L J lJ1 .H2
ttll�� ICI 1 I
i 31 r i r l; i( [ f l -� r 1 i ,.r, 1' r
I•
i1 � li"1 (fi ��l
---L-' a.
J'Y--- -- --a 12(2) 8' - -
i ✓ I I l zt
I -T
14�� m ii eo �' illii'
U
i 14 II
1cu
I 14f
it I
4 4 4 4 4 4 4 4`AJ 4 4 4 4 4 4 4
( �14
it
r 5 NOTE NEW LOCATION
i see talc 1/B_5 PALIGN WITH
POSTS ABOVE
i
START FRAMING HERE 14
Level 1 Al
11 7/8" AJS 20
16" OCS 111
Level 1
1/4 if = 11.011
ALIGN (LOCATION OF LALLYS WITH POSTS FROM
FRAMING ABOVE.
1
14
�— Solid block all posts from
above to bearing below,
Post Load Transfer
N.T.S.
Toa nag dmboard to plate w Ith 2'f+" (8d) nails at
e" o.c. orwfth 3M" (tad) nails at 12" o.c.
I i - zn- (ea) nen for
each)dst flange
,,F1 Rim Board
N.T.S.
JOlst hanger
— Versa -Lam
LVLbeam
LVL Header Openin _
F19 I
N.T.S.
Level 1
Framing Schedule - Nominalized
Tag j Qty
Description Length
1 11
11-7/8" AJST" 20 MSR 30' 0"
2 20
11-7/8" AJSTm 20 MSR 20' 0"
3
1
11-7/8" AJST"' 20 MSR 22'0"
4
16
11-78" AJST" 20 MSR 18' 0"
5
3
11-718" AJST" 20 MSR 10' 0"
6
6
11-718" AJS 20 MSR 8' 0"
7
1
3-1/2" x 11-7/Z" VERS^.-LAr.'°� D7 23' 0"
8
1
3-1/2" x 11-7/8" VEPSA-LAr.' " D7 0"
9
2
1-3/4" x 11-7/8" VERSA: Lf I.r 21'_0 SP z'2'0"
10
2
1-3/4' x 11-7/3" VERSA LArd'u 3 100 SF
22' 0"
11
2
1-3/4" x 11-7/8 VERS. LAr90 3100 SP
18,01,
12
2
1-3/4" x 11 -7/3" VERSA LAr"10 3100 SP
14' 0"
13
BLK
11-7/8" AJST" 20 I'J SR
78' 0"
14
TL
1-1/8" x 11-7/8" BC RIM BOARD Tra OSB
192'0"
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 Nide-by-sloe,
Nail rimboeM and rlm)cist w Rh
2'h" (8c) We at e" o.c.
(F13 -C' Exterior End Wall Support
N.T.S.
JidL 2009
L
REVISIONS:
7-27-09
I
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2w�
111uJ U_
z�Lu m�
MOZ
J ~
Q
BY:
BC
Notes:
Shop drawings, typical details
and framing plans, outllning
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
manufacturer's recommendations.
( BC FRAMERIV 2,0
I SCALE: 1/4" =I 1.011
I DATE: 9/21/2005
BY: be
FILE: Sidharth Lot'#1.bcf
DWG:
SHEET: 1 / 3
U (D
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U)
7
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CL cc
Nom-
a
o to
? o m
T7
0
f/a O
to
lot
N N
( BC FRAMERIV 2,0
I SCALE: 1/4" =I 1.011
I DATE: 9/21/2005
BY: be
FILE: Sidharth Lot'#1.bcf
DWG:
SHEET: 1 / 3