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SEE PLAN
TYP. TIE BEAM CORNER
DETAIL.
SCALE: 3/4 " =1' -0"
TRUSSES CONNECTORS SCHEDULE
MARK
LOAD
CONNECTOR
DL = 25 P.S.F.
G= 110 lbs
USE (1) NVSTA -16 NAILED WITH 5-10d
CATEGORY II
U =128 lbs
NAILS AT STRAP & 6 -10d NAILS AT SEAT
1 = 1.0
BY MFR NU -VUE, N.O.A # 08- 0325.02
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G= 660 lbs
USE (1) NVSTA -16 NAILED WITH 8 -10d
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U= 652 Ibs
NAILS AT STRAP & 6 -10d NAILS AT SEAT
BY MFR NU -VUE, N.O.A # 08- 0325.02
LEGEND:
DENOTES OUTLINE OF EXISTING WALL
DENOTES OUTLINE OF NEW G.M.U. WALL
DENOTES NEW WOOD TRUSSES
DENOTES CONCRETE BEAM BELOW
(C) DENOTES EXISTING CONCRETE COLUMN, SEE SCHEDULE ON SHEET S -1.0
G =110 lbs
U= 128 lbs
PROVIDE (1) NVST -16 NAILED
WITH 8 -10d NAILS AT STRAP A
6 -10d NAILS AT SEAT, BY MFR
NU -VUE, N.O.A # 08- 0325.02
G= 660 lbs
U= 652 lbs
PROVIDE (1) NVSTA -16 NAILEC
Q WITH 5-10d NAILS AT STRAP A
6 -10d NAILS AT SEAT, BY MFR
NU -VUE, N.O.A # 08- 0325.02
NOTE:
DESIGN CRITERIA:
ROOF SUPERIMPOSED LOADS:
ASCE 7 -05
DL = 25 P.S.F.
V = 146 M.P.H.
LL = 30 P.S.F.
CATEGORY II
EXPOSURE C
1 = 1.0
- -
EXISTING ROOF PLAN NORTH
SCALE: 1/4 " =1' -O"
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET S -1.0
2. FOR TYPICAL DETAILS, REFER TO SHEET S -2.0 & S -3
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTERLINE OF BEAMS AND /OR F OUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN THIS LEVEL UNLESS OTHERWISE NOTED.
5. COORDINATE ALL ROOF SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
8. ROOF SYSTEM CONSIST OF EXISTING %" CDX PLYWOOD SHEATHING OVER 3x8 WOOD JOIST @ 24" O /C. TO REMAIN.
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PROVIDE (1) NVSTA -16 NAILED
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