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I- ROOF SYSTEM CONSISTS OF 19/32' PLYWOOD SECURED TO WOOD TRUSSES$
t 3 X 6 BI..00KING WITH 10 D NAILS a 3' THROUGH OUT AND WITH 100 NAILS
AT 2' AT EDGES.
TRUSS MANUFACTURER TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS t CALCULATIONS
FOR APPROVAL INDICATING ALL REACTIONS (GRAVITY AND UPLIFT) AND RECOMMENDED
TRUSS ANCHORING SYSTEM TO THE SUPPORTING STRUCTURE.
2- ALL TRUSSES MUST BE SECURED TO BEARING PARTITION$ t TIE BEAMS W/ HURRICANE
STRAPS OR AS INDICATED BY THE TRUSS MANUFACTURER STAGGER TRUSSES AS
REQUIRED TO ACHIEVE PROPER BEARING (4' MIN>.
3- COORDINATE ROOF SLOPE$ AND LOCATION OF ALL CHASES W/ ARCHITECTURAL AND
MECHANICAL DRAWINGS.
4- COORDINATE TRUSS LAYOUT WITH ARCHITECTURAL DRAWINGS.
5- COORDINATE LOCATION AND WEIGHT OF A/C UNITS WITH MECHANICAL DRAWINGS.
6- FOR GENERAL NOTES AND $CHEDULES SEE DWG. 6-5
DESIGN SUPERIMPOSED LOADS:
LIVE LOAD: 30 PSF
DEAD LOAD: 25 PSF
NOTE:
PROVIDE CORNER BARS AT ALL
BEAM EXTERIOR PERIMETER
NOTE:
2 X 4 BRACING TO BE
-SECURED W1 (2) 16d NAILS g
EA. INTERSECTING MEMBERS
Oj USE D51L TAPL -16
CAP: 2990 + u
DCPA: 01- 091205
W /(6)10d.X1.5NAILS
OUSE TAPL -16
CAP: 1495 0 u
DCPA: 01 -0 UOD
W/ (6) 10 d. X 1.5 NAILS
O DTC
CAP: 1050 • u
DCPA: 01- 072406
W/ (9) 10 d. X 1.5 NAILS
OGIRDER DTL.
WIND DESIGN
AWE 1 -98, F.B.C.
CATEGORY II
EXPOSURE C
146 MPH
e =6' -0'
NET UPLIFT
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