HomeMy WebLinkAbout72 Driftwood Lane - FramingLEGEND
Bearing Wail Below
I
Bearing Wall Above
L _ — , Bolls
Non -Bearing Wal( Below
Non -Bearing Wall Above
1.. _ _ _ _ .. ,., .. .. _ Staggered.. --i
Post Below Post Above
Post Above & Below
Multiple Member Beams Multiple Member Beams Joist hanger
Side Loaded Connection Side Loaded Connection _
REVISIONS: BY:
1 3/4" Versa -Lam AJS'" Blocking Panel Toe nal rim board to plate w ith 21/2"(8d) nails at
1/2" dia. Bolt (b) Nail Pattern - - Use 3"(10d) nails at 6" o.c. _ 6" o.c. or wlh Th" (16d) nails at 12'o.c. _ Rimboard and AJS '"$ide-by-slde.
l -- -- - \ Fal rim board and rim Joist w lth
j Max. Uniform Load _ - vi
- ''� 2'h" (Bd) gals at 6" o.c.
(Ibs.perin tt) 12"oc, 16d common nails.-
rNumberof _- -- - —1 Max Uniform Load _-
II f 24 o c 1 12' o cl 6 O.C./ See chart 1
Menders _1 l __ + (Ibs. per In ft I 1 Nail each silo `
�1 314 Versa Lam ___ 1 -- with 1 -3"
- - - -� - Number of 2 rows f 3 rows 2 500 1000 2000 Mem bens (10d) nailLoad Bearing:ing,- ---i/2"dia.. l ___._.._---?"- 2"min. 2 520 l 760 Wallsl@) 3 375 750 1500 - - i—_—
.. 3(a)} 390f 565 4 (a) .330 670 13302"min.(al l"wide members mullbe badedlmontolh sldes. (b) Design values apply to common bolls (grade 5 or higher) ( a) Nail pattern for 3 - piece member must occur on both sides. - I"- ISolid block all posts fromuse flat washers each sde and dill holes v2"dia. I I1Z minimum end bearing length (c) ARvalues In the table above may be Increased l5 % forsnow loaded loots al lobous l0 bedrlOQ below.25%for non -snow roofs w here code allows. Nail values may be increased by 15 % for snow -bad at all Moor and roof details. orroofs and by 25%for non - snow roofs where - eacJostange V_-- Versa -Lam.
building code allows. LVL beam
F 3 Attachment at End �� Exterior End Wall Support
Multiple Member Connection Bolt Multiple Member Connection Nail F13 -Sing Panels at Interior Bearing F08 Post Load Transfer F14_ Rim Board ` F19 LVL Header Opening F13 C
N.T.S. F49 N.T.S. �� N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
START FRAMING
Level 1 Al
11 718" AJS £
16" ocs III
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19
Level 1
Framing Schedule - Nominalized
Mark
Oty
Description
Length
1
6
11 7/8" AJSTM 20MSR
34'0"
2
13
11 7/8" AJSTM 20 MSR
32' 0"
3
22
11 7/8" AJSTM 20 MSR
28'0"
4
12
11 7/8" AJSTM 20 MSR
26'0"
5
3
11 7/8" AJSTM 20 MSR
22'0"
6
1
11 7/8" AJSTM 20 MSR
161D"
7
1
11 7/8" AJSTM 20 MSR
14' 0"
8
6
11 7/8" AJSTM 20 MSR
8' 0"
9
6
11 7/8" AJSTM 20 MSR -
6'0"
10
3
1 3/4" x 11 7/8" VERSA-LAM®.3100 SP
30'0"
11
7
1 3/4" x 11 7/8" VERSA -LAM® 3100 SP
28'0"
12
4
1 3/4"x 11 7/8" VERSA -LAMB 3100 SP
26' 0"
13
1
1 3/4"x 11 7/8" VERSA -LAM® 3100 SP
16' 0"
14
3
1 3/4" x 11 7/8" VERSA -LAMS 3100 SP
14'0"
15
3
i 1 3/4" x 11 7/8" VERSA -LAM® 3100 SP
12'0"
16
3
1 1 3/4" x 11 718" VERSA -LAM® 3100 SP
8,0"
17
2
1 3/4" x 11 718" VERSA -LAM® 3100 SP
2'0"
18
BLK
11 7/8" AJSTM 20 MSR
74'0"
19
TL
1 1/8" x 11 7/8" BC OSB RIM BOARDTM
144'0"
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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.
Contract,,, is to verify art heamn
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.
r.rs
Warren
5 . Trask
Company
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Level 1
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114" =1'-0
Level 1
Accessory Schedule
Mark city Manulaclurer
Product Description
--
BC FRAMERO 2002
- H2 1 Sin -I Strong -Tie Inc.
HW U3.56/11.88 3-1/2 x 11-7/8 V -Lam Top Flange
SCALE: 114" =.1 r-0"
- H4 14 Simpson Strong -Tie Inc. ITT311.88 2-1/2 x 11-7/8 Top Flange
DATE: 1/31/2005
BY: jec-idt
FILE: 1.26.04 Deweese.bcf
DWG:
SHEET: 1 / 1