HomeMy WebLinkAboutTRUSSLYT3/4" = 1'
K
A
B B B B B B BP PB
15'10"12
2'
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40
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18'11"22'
1'
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29'3"4
26
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18'8"8
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2'
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1'5"62
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12'1"82'
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24'9"12
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59
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68'
9'
9
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68'
CHIMNEY
THRU
ROOF
ATTIC
ACCESS
BLDR. TO FRAME
DOWN CLG.
ATTIC
ACCESS
HATCH LEGEND
9'4" BRG.
ATTIC SPACE
6/12 CLG.
A01 + B01
TOP CHORDS
DROPPED FOR
OUTLOOKERS
A01 + B01
TOP CHORDS
DROPPED FOR
OUTLOOKERS
AHU ON
GROUND
N N
ATTACH MSTI26 STRAP
TO TOP CHORD TO
RESIST UPLIFT
ATTACH MSTI26 STRAP
TO TOP CHORD TO
RESIST UPLIFT
Zt
Zt
Zt
Zt
Zt
Zt
Zt
Zt
Zt
Zt
GABLE WALL
BY BUILDER
FRONT ENTRY DESIGNED
PER SECTION 2/A3.1
SEE SECTION ON LAYOUT
DIMENSION PER
FRAMING PLAN
*PLEASE VERIFY*
*NO ACCOMMODATIONS HAVE BEEN MADE IN THE SPACING OF TRUSSES FOR CAN LIGHTS OR A/C DIFFUSERS*
*ATTIC SPACES ARE DESIGNED FOR LIGHT STORAGE*
N N
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
2
A
A0
1
A0
1
A0
1
A0
1
B0
1
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
A
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
B0
2
B1
0
B1
0
B1
0
B1
0
B1
0
B1
1
B0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
A
B0
3
G
PB
0
1
V02
V04
VM
0
2
VM
0
3
VM
0
2
VM
0
3
B0
4
PB
0
1
B0
5
B0
6
G
PB
0
1
B0
7
B0
7
B0
8
B0
8
B0
8
B0
8
B0
8
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
PB
0
1
B0
8
B0
9
G
PB
0
1
FG01
FG02
C04G
C02
C02
C03
C03
C03
6
12
6
12
TRUSS B06G
18
'
6
"
A
.
F
.
F
9'4" BRG.
LSTA12 STRAP
@ TC
3 12
4 1 8 "
2'-0"
11
'
-
7
5
8 "
It is understood that above
conditions have been reviewed &
are acceptable for the fabrication
at trusses, elevations,pitches,
overhangs, fascias,ceiling
elevations/pitches, bearing
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted
without previous written approval
from an A-1 Roof Trusses
representative.
Ph 772-409-1010 / Fax 772-409-1015
http://www.a1truss.com
REPRESENTS THE LEFT SIDE
OF EACH TRUSS DRAWING
*N
o
n
-
c
o
n
c
u
r
r
e
n
t
( NOTE: REFER TO SIMPSON CONNECTOR
CATALOG FOR INSTALLATION DETAILS )
20
7
0
10
37
1.25
-
-
-
-
-
-
ASCE 7-10
165 D
CAT II
ENCLOSED
FBC 2017 RES
TPI 2014
TOMMY BUCHMEYER
3/18/2020
BS
79809
BUCHMEYER RESIDENCE
-
ST. LUCIE COUNTY
PORT ST. LUCIE
-
-
- -
NTS
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
- --/--/---- -
-
WIND LOADFLOORROOF
LIVE LOAD
DEAD LOAD
LIVE LOAD
DEAD LOAD
TOTAL LOAD
DURATION FACTOR
TO
P
CH
O
R
D
BO
T
T
O
M
CH
O
R
D
REV DATE BY REMARKS
FOR BRACING & ERECTION DETAILS REFER TO BCSI-03
AND/OR ENGINEER OF RECORD.
LOADING
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR
GRAVITY AND UPLIFT LOADS.
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER. (UNLESS NOTED OTHERWISE)
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER.
(UNLESS NOTED OTHERWISE)
PLAN DATE
CUSTOMER
JOB NAME
OPTION(S)
COMMUNITY
/ LOT #
CITY
COUNTY
REVIEWED BY
REVISE AND RESUBMIT
APPROVED AS NOTED
APPROVED
REJECTED
DATE
BLDG.
TYPE
JOB #
DATE
BLDG.
#
MASTER
DRAWN SCALE
STRUCT: --/--/------/--/----ARCH:
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