HomeMy WebLinkAboutFrame bracing planSteven Jenison10520 Shelbourne RdCarmel, IN 46032ENG. BY :
PSC :
DRAWN BY :
MTO BY :
FBi PROJECT # :
SHEET :
Rustin S
XX
Alan S
Daniel L
20-2060-00BYDESCRIPTIONNO.DATE12024-06-20Rustin SApproval Set.........CAT WALK DETAIL
SCALE: 1" = 1'-0"
2x4 BCT
ADDED 2x4
12" x 716" OSB CATWALK
TOP VIEW
OSB WILL OVERHANG
1.5" IN SOME AREAS
DUE TO STAGGER OF
2x4s
101
2"
1'-0"19'-11 1/4"0'-2 1/4"1'-5 1/4"3'-0 3/8"4'-7 5/8"6'-2 3/4"BROWN
UNPAINT
E
D8'-2 3/4"10'-2 3/4"12'-2 3/4"14'-2 3/4"16'-2 3/4"18'-2 3/4"10'-0"
19'-71
2"
PURLIN & BCT LAYOUT
SCALE: 1/4" = 1'-0"
W2
W2
40'
10'4"13
10'4"13
15'3"5
4'10"8
20'
4'8"11
24'8"11
4'8"11
29'7"3
4'10"8
40'
10'4"13
13'7"3
13'7"3
20'
6'4"13
26'4"13
6'4"13
40'
13'7"3
1'6'10"A
B
C
D
E
F
G
HIJK L
3.5 12
SS0708(B2)
3X12
4X7
SS0612
10X14(R)
SS0612
SS0612
4X7
3X12
SS0708(B2)
ATTIC ACCESS ASSEMBLY
SCALE: N.T.S.
R.
O
.
(
S
C
H
E
D
U
L
E
O
N
S
H
E
E
T
2
0
0
)
2x8 SPF #2/BTR STRINGERS
FASTENED TO BOTTOM CHORD
W/ (2) 10d TOE-NAILS (TYP.)312"36" 2x4 SPF #2/BTR SUPPORT
NAILER FASTENED TO THE
BOTTOM CHORD W/ (5) 10d
NAILS EVENLY SPACED
BOX FASTEN TO STRINGERS
W/ (4) 10d NAILS (TYP.)
PREFABRICATED BOX WITH
AJ-13 LEDGE TRIM
R.O. (
S
C
H
E
D
U
L
E
O
N
S
H
E
E
T
2
0
0)
PREFAB METAL-CLAD
REMOVABLE PANEL
(NOT SHOWN)
WEST END WIND BRACE LOCATION
SCALE: 1/8" = 1'-0"BCT ONLY7-100 1/2"GREEN4'-4 3/8"7-100 1/2"GREEN4'-4 3/8"BCT ONLYEAST END WIND BRACE LOCATION
SCALE: 1/8" = 1'-0"BCT ONLY6-96 1/8"RED9'-0 1/8"7-105 3/4"GREEN0'-6 1/2"6-97"RED7'-9 1/2"BCT ONLYSEAL300SHEET TITLE:FRAME/BRACING PLANCOPYRIGHT FBi Buildings, Inc.
Q-LYFT ERECTION NOTES:
1.(4) BOLTS PER BEAM CONNECTION
2.1" ANTICIPATED DEFLECTION
3.IF BEAMS CANNOT BE LIFTED TO WITHIN 6" OF BOTTOM OF
TRUSS, CONFIRM THAT QUAD WILL NOT HIT ROOF WHEN LIFTING
4.FRAMES MUST BE TIED TOGETHER BEFORE DESCENDING
5.BRACE BUILDING ACCORDING TO BRACING MANUAL AFTER
LIFTING OR SEE BRACING PLAN (IF APPLICABLE)
6.INSTALL BCT'S BEFORE LIFTING
TRUSS DRAWING
SCALE : N.T.S.
Q-LYFT FRAME PLAN 2x6 BCT CONNECTOR2x6 BCT CONNECTORBCT
BCT
BCT10'-0"10'-0"4'-0"
Q5 Q1
Q1 Q5
5'-0"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewith ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
<b>Lumber</b>
<gap/>Top chord: 2x8 SP 2400f-2.0E;
Bot chord: 2x8 SP 2400f-2.0E;
Webs: 2x4 SP #1; W2 2x6 SP #1;
<b>Purlins</b>
<gap/>In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 20.00
TC 24 20.00 40.00
BC 120 0.15 39.85
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
<b>Loading</b>
<gap/>Truss designed for unbalanced snow loads.
<b>Wind</b>
<gap/>Wind loads based on MWFRS with additional C&C
member design.
<gap/>Wind loading based on both gable and hip roof types.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 3524 /-/-/1382 /1553 /280
L 3524 /-/-/1382 /1553 /-
Wind reactions based on MWFRS
K Brg Wid = 5.5 Min Req =3.3 (Support)
L Brg Wid = 5.5 Min Req =3.3 (Support)
Bearings K & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 5760 -8465
B - C 5158 -7472
C - D 5180 -7271
Chords Tens.Comp.
D - E 5181 -7271
E - F 5159 -7472
F - G 5767 -8465
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - J 7908 -5378
J - I 5698 -3733
Chords Tens.Comp.
I - H 5698 -3733
H - G 7908 -5278
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - J 1411 -1563
J - D 2074 -1061
Webs Tens.Comp.
D - H 2074 -1061
H - F 1411 -1563
Loading Criteria (psf)
TCLL:13.00
TCDL: 4.00
BCLL: 0.00
BCDL: 4.00
Des Ld:21.00
NCBCLL:0.00
Soffit: 2.00
Load Duration: 1.15
Spacing: 96.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:115 mph
Enclosure: Closed
Risk Category: II
EXP: C
Mean Height: 15.00 ft
TCDL: 2.0 psf
BCDL: 2.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 4.00 ft
GCpi: 0.18
Wind Duration: 1.33
Snow Criteria (Pg,Pf in PSF)
Pg: 20.0 Ct: 1.1 CAT: II
Pf: 13.9 Ce: 0.9
Lu: 23.0 Cs: 1.00
Snow Duration: 1.15
Code / Misc Criteria
Bldg Code:IBC 2021
TPI Std:2014
Rep Factors Used: No
FT/RT: 10(0)/5(0)/4(0)
Plate Type(s):
18SS, WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.371 H 999 240
VERT(TL): 0.590 H 807 240
HORZ(LL): 0.100 G - -
HORZ(TL): 0.159 G - -
Creep Factor: 2.0
Max TC CSI: 0.633
Max BC CSI: 0.977
Max Web CSI: 0.812
Mfg Specified Camber:
VIEW Ver: 23.01.02.0731.18
20-2060-00
Steven Jenison
T1
Ply: 1
Qty:7
Wgt: 296.8 lbs
SEQN: 3879 / T1 / COMN
FROM: MLH DRW:
.../...06/19/2024