HomeMy WebLinkAboutCayman Lot 92 Truss PlanU
38' 15'
1214" 614" 19,411
Typical Cornerset Specifications
Attach KingJack w/(3)
Attach End Jacks o.131 "0 ToeNails @ TC
w/ (4) 0.131" 0 ToeNails @ TC 24" strap using (6) 10d x
& (3) 0.131" 0 ToeNails @ BC 1-1/2" at each end of BC
Typ. Corner Jack Placement ---1' 10-15/16" 2'0" 2'0" 1' 1-1 /16"
Attach Corner Jacks w/(2)
131" 0 ToeNails @ TC & BC
(typ. )
_u
11
BRG @ 12'-11"
3112 VAULTED CLG
8" RECESS
15, 38'
19'4"
64" 1 2'4"
No. 88 6 ';.�
ATE OF
i1
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* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER.
o
(UNLESS NOTED OTHERWISE)
2
N Q E o 0
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER. (UNLESS NOTED OTHERWISE)
aL.. a
U N � j O N U3 U
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
.-.
a 2 U (tS " C
►- o s O g e a)
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING
= ° 2. —2
.
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL
S
; Q S ` ° °�'
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
2 0 - Q o o
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR
00
o � '
GRAVITY AND UPLIFT LOADS.
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o c n O N B>
cr N = o
7 &off Cw
qD
Q L
FOR BRACING & ERECTION DETAILS REFER TO BCSI-03
�
\O S'
AND/OR ENGINEER OF RECORD.
ii � a �o., T = 0 a) °
m a) aa�
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--�_--� REPRESENTS THE LEFT SIDE
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OF EACH TRUSS DRAWING
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( NOTE: REFER TO SIMPSON CONNECTOR
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CATALOG FOR INSTALLATION DETAILS)
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HHUS46
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HBB
HANGER BY BUILDER
BBB
BEAM BY BUILDER
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63 a ) aO a fly
Z
LSTA12 @ TC & BC
*NOTE: LSTA STRAP
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� � � v �.�, o -'
INDICATED TO BE USED IN
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ID-`J
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LSTA12 @ TC
CONCORDANCE WITH
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Zb
LSTA12 @ BC
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CORNERSET DETAIL.
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C C
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LOADING
ROOF
FLOOR
WIND LOAD
U C
N ' U Vl C-0 w 'nc
a
C'
C
LIVE LOAD
20
0
ASCE 7-16
R m o2 M e
Mcoo
DEAD LOAD
10
0
160
B
~ U
O
_ ° o " o0
>
®�
LIVE LOAD
10*
0
Residential - CAT II
'n - Q
F-O
L�-r ..�,.Q
O�- m��' �'_0 N
0=
DEAD LOAD
7
0
Enclosed
r o � fl .q - o
mV
TOTAL LOAD
37
0
FBC 7T ED. 2020 RES.
g °
N a o -0
U E i = a
C
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O N L 3 M m w U)
z
DURATION FACTOR
1.25
0
TPI 2014
in 0 _ ID 70 010
LL
N 3 N U% C V)
REV
DATE
BY
REMARKS
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-
10/19/20
-
UPDATED TO REFLECT NEW PLANS
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It is understood that above APPROVED a- o •5)
conditions have been reviewed & o �, o v Y Z
are acceptable for the fabrication APPROVED AS NOTED, �- d
at trusses, elevations, pitches, a) ° Y v 2 E
overhangs, fascias,ceiling REVISE AND RESUBMIT _• o 0
elevations/pitches, bearing F N
°'
E E
o — m
2
conditions &all detail pertaining REJECTED � � L -0� o ` o o
to this truss placement plan. No, 0-
back charges will be accepted � � o ,2 w o- m tm
without previous written approval DATE o a a) N- a a
p pp aa) , G)so- a)_ o N
from an A-1 Roof Trusses E •E � '� o 2 8
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representative. REVIEWED BY o� 2 0 - o 0
o� o 0 0a
PLAN DATE ARCH: 10/16/2020 STRUCT:--/--I---- 2 a��i a —0t 7
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A FLORIDA CORPORATION U) a) o a � v � � a
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