HomeMy WebLinkAboutTRUSS PLAN24' 1 "
U
U_
m
M
m
CJ1
EJ7
EJ7
EJ7
EJ7
EJ7—
EJ7
EJ7
EJ7s-.
EJ7
EJ7
V
53' 0"
20
VV
/ /
N1 �
- -
_,,
FA
EJ7
4 7' 0" 0" 2' �" 2' 0" 2' 0" 2' 0" 2' 0" 11' 6" 2' 0'
EJ7
o f EJ7 6' 11 1 /2"
N
� EJ74—.
`4
AHU SUSPEND N
EJ74
FROM bTM CHORD
(M
it D01
' V
0
D03—
D04 ti
l EJ32
2 STAGE WALL
8'-0" & 10'-0" N �' E 1
D05 a
- ✓I V
C
DOB
2 STAGE WALL
8'-0" & 10--0"
D08 I
C)
co 8'-0" CLNG
D06, � CJ1
14' 3"
I W W W U U U
CJ1
\ / \ CJ2
� X/ \X V
I \ / \ / 00
I
\ \ Iq / 7 / \x / \ / �l
/\ c� X
'
lir
U V O
\</
J FRA
/ 01 CUF, LA
i
/0n /� `�� 0('0/' N 2' 0" e Zr 0n
D07 m
U I W
D08
D09
TV02-
CJ3 CJ5WiTF
C
I C
Ip Vol� en �,
1 CJ1 L01 C
1
0 0 ���ti 1 0y o G
W W W
LU
IIY-
7' 0" TO" 7' 0" 1
21' 0"
I
N
i
p On 12- 0" 2' 0" 2- 0"
N
N
i
p On 12- 0" 2' 0" 2- 0"
N
N
Ln
N
N
N
r,
W 'w
G01
GO/1
G02
GO
G031
tt-'
CA
w w w w wVD
12' 4" 5' 6"
!GAK&
20' 0"
13' 0"
\ I � 1' 4
/
/ N
EJ73
EJ73
\\ I
EJ73
8'-0" CLNG
0
n
W
U
U U
14' 2"
12' 0"
1�2"
EJ7 C
C,.
N
IEJ7
Cl)
ER
ER
Lo
ER
J7-
EJT-
11 ��
q q'EJ7
0
Ax ER
II
EJ7-
�E01\, 7 -
E02
i
I
E03
i I
E04 _
in
N'
CJ5 r
CJ3
&4
Hatch Legend
8'-0" A. F . F
9'-4" A. F . F
S
4'
N
0"
N
67
U
v
CJ21
CJ21
C
O
CJ21
CJ21
U
4'
0"
TRUSS END DETAIL
_.._._ 12
SCANNED
S�. �.UCq�Gil1�`t9
`a,uLunryuiq
FEslo
.....
'NER
.o'
* ; e TFlIS TRUSS FLAN HAS BEEN
?� rM
=Z,= M: ` EVIEWED BY THE ENGINEER OF
en:
A4001tCORD AND IS ACCEPTABLE
RID
�594 I*L ,\0�\ FOR THIS PROJECT. c,,cV-S
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID
IMPORTANT
WIND ASCE7-10
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY C
Returned Before Fabrication Will
OCCUPANCY CATEGORY II
Begin. For Your Protection Check All
WIND LOAD 170 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING
FLOOR LOADING
BEEN ACCEPTED.
TCLL: 20 PSF
TCLL: PSF
TCDL: 15 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 45 PSF
TOTAL: PSF
DURATION: 1.25
DURATION:
cAUTIONH!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
1 BSCI-B1 SUMMARY SHEETS. ", 1
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
'TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS. The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections. -I
HANGER LEGEND
LUS24
14
HTU26
HTU28
H H U S26-2
5
HGUS26-2
i
HGUS26-3
HGUS26-3
BUILDER: - -
GR®ZA BLDRS
REs: HES'TQR
MODEL: N/A
ADDRESBROCKSMITH RD
BLOCK: - - --
CITY: FORT PIERCE
COUNTY ST LUCIE CO
DRAWN BY: JL
OB# . 1481001
DATE: -- --
07/28/18—]SCALE: NTS
REVISIONS:
1.
2.
3.
:4.
Bohm
1
F
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475
24' 1"
0 co co co co
i
Cil
C,13
CJ5
EJ7, :
L0 z
_j
b
L)
m� I
�R
53' 0"
//4'
FRA
CLI LA
8'-0" CLNG
7- 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2- 0" 1'6" 21 0" ��'O-- 2' 0" 2' 0" 2- 0" Z 0" 2- V 7 0" 2- 0" 2' 0" 21 01'
EJ7-.]".
o 6' 11 1/2"
co
AHLI S SPEND
74 FROM CHORD
V
EJ 1 A
D Z) V
1- 311/2"
Dr :rD D 13'0"
T DO
D02
D03 /1Z
_j
0
W W
D04 wid: EJ32
W
00
2 STAGE WALL
N
7 '0" 2'0" 2 / t2O
6 "1- 1 /2
S
LAHU OM SPEND
MC 0 '0
FR H RD
N
9z
W
D05
r
JEJ31 GO% I
D06
7
G
7F 0- FCLNG/��
D06
6" W 0
GO
0 1 M
D06
2 STAGE WALL
8'4! & 10'-0" G031
b D06
ce)
8'-0" CLNG
D06 Ci
D07
IU LU w LU
D08
D09
N LU
CJ5 LU LU LU C,15
V02
CJ3 I t CJ3
C) Vol
Cil L01 Cil
If 0
0 C) 0 0 1
I
LU LU
W 12'4"
TO" 7' 0" 7' 0"
21' 0"
53- 0"
5' 6" 14'2"
20'0" 12'0"
CA Hatch Legend
C,12
CJ4 8'-0" A. F. F
M02
= V4
-EJ7-3---
C14
__—_-�E.173
1 2
�-E,17
E,17
�*--E,17
(Y
EJ7 LO
LO
TEJ7
r
EJ7
EJ7
�7
�E,17
NFAW I =M901
E02
E03
1504
LO
04
CJ
CA
NT
1 9'-4 " A. F F
101.011
C
C
sm
0 C)
4'0"
TRUSS END DETAIL
A. F. F
PLUMB CUT OVERHANG 12
57
4-1/16)
FHEEL HEIGHT,
w
1)FESS/o
Q...........
.`OkER
=-THIS TRUSS PLAN HAS BEEN
S P'.NSTLATE OF -`z EREVIEWED BY THE ENGINEER OF
0
6� . .0 Rl... .......... RECORD AND IS ACCEPTABLE
FOR THIS PROJECT.
HANGER LEGEND
ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED!,
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
WIND ASCE7-10
ENCLOSED i This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
OCCUPANCY CATEGORY 11 Begin. For Your Protection Check All
WIND LOAD 170 MPH Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
TCDL: 15 PSF TCDL: PSF
BCDL: 10 PSF BCDL: PSF By —Date
TOTAL: 45 PSF TOTAL: PSF
DURATION: 1.25 DURATION: -
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND 1
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
'REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING L UIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
,4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
HANGER LEGEND
LUS24
14
HTU26
HTU26
HHUS26-2
5
HGUS26-2
HGUS26-3
HGUS26-3
BUILDER:
GROZA BLDRS
RES:
HESTOR
MODEL: N/A
ADDRESS:BROCKSMITH RD
LOT / BLOCK:
CITY: FORT PIERCE
COUNTY ST LUCIE CO
DRAWN BY: JIL
JOB #: 1481009
DATE: 07/28/18 SCALE.T NTS
t
REVISIONS:
1.
2.
3.
4.
Frstgm "
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475