HomeMy WebLinkAboutAPPROVED TRUSS LAYOUT 2110-0356 Ravinia 4 GL CAUTION ! ! !
DO NOT ATTEMPT TO ERECT
29' 10" TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
c i LO r- ti � rl- ti ti ti LO M BSCI-131 SUMMARY SHEETS.
w w w w w w w w w U U U
o ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
Hatch L egen d TRUSSES. (ie. SHEATHING,
CJ11 — I I I I 1 N I CASHINGLES, ETC.)
I
CJ31 I I I j 1 < I I CJ3 ALL INTERIOR BEARING WALLS
o --- I I 1 c I 11 MUST BE IN PLACE PRIOR TO
� __-- I 1 j 1 I 8 '- 1 A . F. F INSTALLING TRUSSES.
CJ51, a I I 1 v l I CJ5
114' 9' I I v I I
REFER TO FINAL ENGINEERING
----- -- I 1 - SHEETS FOR THE FOLLOWING.
in I boor-
o ---- ----- I I 1 0 1) NUMBER OF GIRDER PLIES AND
2 NAILING SCHEDULE.
o ----- ------- I 1 0
1 1 1 1 _ TRUSS END DETAIL 2) BEARING BLOCK REQUIREMENTS.
3 ----- --------- 1
- 3) SCAB DETAILS (IF REQUIRED)
---- 1 1 1 1 O
1 SQUARE CUT OVERHANG 12
4 4 �7 4) UPLIFT AND GRAVITY REACTIONS.
o --------- ------- t�
5 WARNING
0 0 6-1/16" Backcharges Will Not Be Accepted
8'-1" CLNG _
5 __ _---- HEEL HEIGHT Regardless of Fault Without Prior
_ Notification By Customer Within 48
2/12 VAULT >>> o Hours And Investigation By
---- -
5 Builders FirstSource.
o
NO EXCEPTIONS.
---- ----------------- o
5 The General Contractor Is Responsible
- ---- ----------------- - For All Connections Other Than Truss
O O 1'-0"
to Truss, Gable Shear Wall, And
5 ---- ---- --- Connections. Temporary and
0 7 o Permanent Bracing, And Ceiling And
- ----------------------- - - Roof Diaphragm Connections.
_ 6
o ----------------------- - o -
in
6
g ----------------------- -
0 0
- ----------------------- - -
6
o ----------------------- - o
6
7 ---- -
°0 7 - °0
8
0 111311 ---- - 121911 o
o A9 --- 8'-1" CLNG
O 8'-1" CLNG
- A10 I
Al 1
o I n 1 o BUILDER:
Al2 SYNERGY HOMES
A13 1 RES: NSA
1' 8 1/2"
11211 1 I 1 1 MODEL: RAVI N IA-4-G L
_ 5 �
00 1 1 I I I _ in ADDRESS:
B1 1 I I o CJ1
1 - SPEC:
0
B2 CITY:
M M co Cl)O w w w w (j y��, COUNTY:
B3 DRAWN BY: JL
o
JOB # .
B3Xx a
0
HANGER LEGEND DATE: 03/20/21 SCALE: NTS
B3 * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
0 8'-1" CLNG OTHERWISE
64 00 * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS:
o ' UNLESS NOTED OTHERWISE 1. 04/02/21 ADD ENTRY BEAM
B5 A 2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
CJ5 CJ5 WIND ASCE7-16 4•
o ENCLOSED This Drawing Must Be Approved And
CJ3 CJ3 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 011ders
CA CJ1 *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 FirstSource
�
r L, I- ti I-, I- ,� Lo M y NOTES AND DIMENSIONS HAVE
1`� - - � `'� ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
U U U w w w w w U U U
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: