HomeMy WebLinkAboutAPPROVED TRUSS LAYOUT 2110-0358 Ravinia 3 GL CAUTION ! ! !
29' 10"
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
M LO i• i• ti ti i i ti cm •cr N N THE ENGINEERING DRAWINGS AND
U U U w w w w w w w w w U U U BSCI-131 SUMMARY SHEETS.
0
ALL PERMANENT BRACING MUST BE
CJ1 CJ2 TRUSSES.IN PLACE P (ie.
T SHEATHING,
1 i 1 1 i 1 I SHINGLES, ETC.)
0 CJ3 11 1 I I I I I I CJ4 Hatch Legend ALL INTERIOR BEARING WALLS
1 I I I I MUST BE IN PLACE PRIOR TO
CJ5 a CJ6
INSTALLING TRUSSES.
I I I i I I I I I I I REFER TO FINAL ENGINEERING
81-011 A . FF SHEETS FOR THE FOLLOWING.
j I i I I I I I I I I 1) NUMBER OF GIRDER PLIES AND
2 I I I I I I I I I NAILING SCHEDULE.
o I I I I IG�I I I I I I I I
- 3 I I I I a I I I I I I I I
2) BEARING BLOCK REQUIREMENTS.
o I I Il�,QT I I I I I I I I I TRUSS END DETAIL 3) SCAB DETAILS (IF REQUIRED)
4 I I I I I I I I I I I 4) UPLIFT AND GRAVITY REACTIONS.
o I I I I I I I I I I I I I I 12
I I I SQUARE
5 1I III IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII CUT OVERHANG RHANG
45 WARNING
0 131511 Backcharges Will Not B e A c cep ted
Regardless of Fault Without Prior
5 Notification By Customer Within 48
6-1/16" Hours And Investigation ByHEEL HEIGHT Builders FirstSource.
NO EXCEPTIONS.
0,-1 The General Contractor Is Responsible
le
5 I 1 r-1 For All Connections Other Than Truss
0 8'-0" CLNG i I I <I< 2I/121VAIULT I I I I I to Truss, Gable Shear Wall, And
5 I I I I I I I I I I I I I Connections. Temporary and
Permanent o Bracing, g And Ceiling And I I I I I I I I I I I I I Roof Diaphragm Connections.
1� 6
6 I ( I I I I I I I I I I I
1 4 6 I I I I I I I I I I I I I I
0 12' 5" I I I I 1 1 5'19"1 I I I I I I
_ I
Rt\
6
0 it 1 1 1 1 1 1 1 1 1 1 1 1 1 1
- � l 1 1 1 1 1 1 1 1 1 1 1 1 1
0
7 �I
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0 I I I I 0
0 I I ^ I AHU
-� I I ^
9
00 I ICI I
- o I IQI I
0 I ICI I
- INI I
1
0 I I I I
Al
I I I I I I
2 I
- 3 `n
_0 CJ 1 N
1 N BUILDER:
0
2 N N N SYNERGY HOMES
W U
8'-0" CLNG W W
RES:
2
0
MODEL: RAVI N IA-3-G L
2 a
0 ADDRESS:
2
SPEC:
O CITY:
2
COUNTY:
0
DRAWN BY: JL
2 0
o '
� JOB #
2 N HANGER LEGEND DATE: 08/19/21 SCALE: NTS
ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
3 < OTHERWISE
0 REVISIONS:
_ - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
- - UNLESS NOTED OTHERWISE 1.
2.
CJ5 CJ5 3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
o WIND ASCE7-16 4•
CJ3, < > CJ3 ENCLOSED This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
CJ1 CJ1 OCCUPANCY CATEGORY II Begin. For Your Protection Check All
WIND LOAD 170 MPH Dimensions And Conditions Prior To 011ders
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
L C0 LO � � � � � LO 'S�� ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
0 0 U w w w w w U U U NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
211411 81611 TCLL: 20
PSF TCLL: PSF 701 S. KINGS HIGHWAY
29' 10" TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945
BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 45 PSF TOTAL: PSF
DURATION: 1.25 DURATION: