HomeMy WebLinkAbout72 Driftwood Lane - Framing 2r
Multiple Member. Beams Multiple Member Beams
LEGEND Side Loaded Connection - Side Loaded Connection - - Joist hanger REVISIONS: BY:
1/2" dia. Boli (b) 1 3/4" Versa -Lam AJS'°elockin Paee1.
Bearing Wall Below Nail Pattern g Toe nal rimboard to p ate w h 2'h" (&) nals al
- -- - Use T 001) nails at 6"o.c. Film board and AJS "Skis -by -side.
Max Uniform Load - - 6" o.c. or wAh 3'h" (1fid) nags x112' o.c.
(lb s. per lin fl) - ( '\ Nall rtnboaril andrim "o.c.Joist wills
Mei hers f 12" o a �- 16d common nails_ ; �\ - 254• Ifidl nails at s^ o.c.
_ . _, .
24". C. 12" 0 CI 6- o C. __--- � $e<_ Chart Max Uniform Loetl
.Bearing Wail Above i
- - - - - 1 3 4 Versa Lam (ms. perm n.) Nail each eM ( \
L - - Baitszz I
2 500 1 1000 2000 T Numbsr of 2rows13r"a withi-3" -
-- -- - 1
_pacing -Boll dia. .j Memb rsl (10d)nail Load Bearing;
�-IL
.
O 3 375 750 1500 - 2 I 520 780 -
C' _1 _+..Boll b -_.— _. 2"min.-- I.
/i r A Walls
'g /!1V_- 4(a)_._ 330 670 1330 I. 3(e) 390 585
Non Beano Wali Below .
--
2"min
0
Non Bearing Wall Above 1a,7•wMemerrberamist beloaded from both sides.
(b) Design values anoy to common bons (grade 5 or higher) (a) Nail pattern for 3 -piece member must occur on both sides.
.V - Staggered
Useflalwashers each s!deanddrllholes 1i2'dia. _-- -
L, (c) All values In the lab a above may be Increased 151/6 for snow baded roofs a, 1'/2" minimum end bearing length - Solid block all posts from \
25% for non snow roofs w herecode allows. Nall values may be increased 1 ° for -
b 5/0o snow s o load above o
Y t beano below.
Y at all floor and roof details. 9
Post Below Post Above roofs and by 25% for non - snow roofs where 1 -2!/s (8d) nail for
building code allows. each joist flange - - Versa -Lam
LVL beam
Multiple Member Connection Bolt Multiple Member Connection Nail �� Attachment at End _� Exterior End Wall Support
F50 — F49 F13 -D in Panels at Interior Bearing Post Load Transfer Rim Board LVL Header Opening
N.T.S. N.T.S. N.T.S. F13 F08 Fi4- F19 p g F13 G
�� N.T.S. N.T.S. N.T.S. N.T.S. \� N.T.S.
Post Above 4 Below
START FRAMING HERE 11
Level 1 Al Flush Framed
11 7/8" AJS 20 15(3) Design Calc 17
16" OCs III 1/6_01 13 ; I 17 10
r
I l r �)' r`" i r _ i : "`i i="illr 1 a �- rr
w4 -
r
Level 1
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
6
11 7/8" AJS1- 20 MSR -
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' W
6
1
11 7/8" AJSTM 20 MSR
161011
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 11 718" VERSA -LAM® 3100 SP
28'0"
12
4
1 3/4" x l l 7/8" VERSA -LAM® 3100 SP
26'0"
13
1
1 3/4" x 11 7/8" VERSA -LAMS 3100 SP
16'0"
14
3
1 3/4" x 11 7/8" VERSA -LAM® 3100 SP
14' 0"
15
3
1 3/4" x 11 7/8" VERSA -LAM® 3100 SP
12' 0"
16
3
1 3/4" x 11 7/8" VERSA -LAM® 3100 SP
81011
17
2
1 3/4" x 11 7/8" 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"
0
H
WWp
:�ELL _J
W W E W
F-IMW W
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J I--
idJ
p�
Notes:
Shop drawings, typical details
and framing plans, outlining
Installation procedures and unit
it 3I I I I identification marks, shall be
9 9 9 9 submitted for approval by the
iL I I i iy II LI_ I - project architect and/or engineer.
t 'I JIL
I Exact uantities and len the are
9 gU. the responsibility of the contractor.
Contractor is :o verify all beams -
!'
CSee Beam Calc i and joists at their exact locations.
21B -I 7 i _ r The floor system (1 -joist, LVL) are
J_Li I _ - - ,I I � . i_ :J IT 14(2) 12 ' designed forlfioor loads only.
I}i� II
- I) I—See
Al -1 r _ Roof loads from rafters, bracing,
11 1Beam Calc i and beams must bear on exterior
19 NOTE: MOVE POS Tll, („I NOTE: MOVE POST TO j 2/6_09 19 I walls and interior walls with bearing
18 I O , ; straight through to a footing. Any
LINE UP WITH 113
1
WALL ABOVE Blk. #) i11 3 LINEIUFROM ABOVE t i
�,�I11 t roof loads carried by the floor system
_ ;F I (! I ,g Blk.
I - 12(2) +- Ii S 5 5� 19 I 19 must be so Indicated on the framing
..- .^. _,. .,_.,
„ Below Framed plan submitted to us for take -off.
Design Calc s'�_ _- i ;t �1 3 _ ,.,.. ,,.,w. _ _ _
Below Framed (� ”. I � Product to be stored handled and
1/B_04 §§ 12(2) i f ,0(2) Below Framed r ! Installed in accordance with
III f l4 Design Calc p!f Design Calc 1
4 4 4. 4 4 4. 4 4 4 41! 4 I� II i 1B 05 f 1/B_06 11 f( manufacturer's recommendations:
1 3' 3 3 3 3 3 3 3 3 !� iI 3 3' 3 I NOTE:77CCENT. AM DESIGNED AT I
2 2 2 2 2 2 2 2 2i 2 2 I 2 2 I 3 3. 3 3 3. 3 3 -3 3 3 i Warren
%���
Flush Framed 1' 1 1 1' 1 1 - -- - r1-- 8 8 81 �r ?..' ` ■ ia� �/.a�1���f
Design Calc aVI ■
1/6_03 1 9
Trask
- - - - I Flush Framed I - r - - J_ - I A _ ' T/ a k
II; I11 (y[r - - -1� Design all I I I [__--4,--A-%0177t7a17y
1, it - - -- - - --I- 1/B 02 I 1 1 I I_ - 11 - - -'
j] t._`
- - - - - - - - - - 6 - - - - - 1 I - - - ) Design Calc 1 f - - - - 1 I 14 T
-- -- -- -- -- -- -- - -- )" 1/J_34 bl� II 1 r
L _
16
I I • r - -
19 19
P
i19 _ _. _ _._
19 1s
19
19
19 to
O > >>O
J
Level 1 >1
N .0 T
OK
__& c+_,.,,,.1 n„I.... -f 113.1 /nnnG -7.ci Ann
Level 1
Accessory Schedule
Mark
Qty
Manufacturer
Product
Description
H2
1
Simpson: Strong -Tie Inc.
HWU3.56/11.88
3-1/2x 11-7/8 V -Lam Top Flange
H4
14
Simpson Strong -Tie Inc.
ITT311.88
2-1/2 x 11-7/8 Top Flange
BC FRAMER® 2002
SCALE: 1/4" = V-0"
DATE: 1/31/2005
BY: jec-idt
FILE: 1.26.04 Deweese.bcf
DWG:
SHEET: 1 /1