HomeMy WebLinkAboutP_ ROOF_LAY_OUT__190710_v38:12 8:12
FAU
**SEE NOTE "5"
LADDER
FRAMING
THIS AREA
TO BE BY
OTHERS
BEARING WALLCANT.'ED GIRDER
LOADING: 25 TC LL
10 TC DL
10 BC DL
-----------------
45 TL PSF
2015 IRC CODE
WIND EXPOSURE: B
WIND VELOCITY = 110 mph
KzT = 1.00
6:12 6:12
6:12 6:12
8:12
8:12
8:12
8:12
QTY TYPE SYMBOL
11 HUS26
1 HGUS26-2
NOTE: ALL HANGER NAILS MUST BE 16d
SINKER (3-1/4" LONG)....TYP. UNLESS
NOTED OTHERWISE
1
2
CAUTION: DO NOT CUT, DRILL OR
ALTER ANY TRUSSES WITHOUT
PRIOR APPROVAL FROM ROOF
TRUSS SUPPLY, INC.
DF TOP PLATES REQUIRED, AND MUST
BE INSTALLED UNDER EACH END OF
GIRDER "B2" TO ACHIEVE PROPER
BEARING.
ROOF NOTES:
1.) ALL TRUSSES TO BE SPACED AT 24"
O.C. (UNLESS NOTED OTHERWISE)
2.) PROVIDE FULL BEARING UNDER
GIRDER TRUSSES.
3.) SEE ATTACHED FRAMING DETAILS FOR
HIP, VALLEY, GABLE, AND OVERFRAMING.
4.) ALL BEAMS ARE DESIGNED BY OTHERS,
UNLESS NOTED OTHERWISE - (SEE
STRUCTURAL FRAMING PLANS.)
5.)DF TOP PLATES REQUIRED, AND MUST
BE INSTALLED UNDER EACH END OF
GIRDER "B2" TO ACHIEVE PROPER
BEARING.
1 1
1
2
= AREA FIELD
FRAMED BY OTHERS
D1D2(2)A1
A2
B1
B2
A3 C1C4X1C6 C2(3)C2(4)C2A(3)C3(2)C5(2)40-00-001-00-0039-00-0040-00-0012-00-00 4-10-00 13-02-00
30-00-00
30-00-00
8-0010-08-00
8-005-04-007-02-005-06-00
4-00-0011-09-0011-09-0014-00-0013-03-0021-01-002301
CC-3
JK Monarch
Job #:B-19-00210-A Above plan provided for truss placement
only. Refer to truss calculations and
engineering structural drawings for all
futher information. Building designer/
engineer of record are responsible for
all non truss to truss connections.
Building designer/engineer of record
to review and approve all designs prior
to construction.
Customer:
Project:
Plan:
Delivery:
Issue Date:
2/28/2019
12:00:00 AM
Revision-2
/ /
Revision-3
/ /
Anna Roats
Drawn By:
STANDARD
G-RIGHT