09-178R-010fROOF F f RA ',-1 1 NCB PLAN
SCALE: 1/4"=1'-011
^ 1
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET 5-1.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5-I.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH
THE CENTERLINE OF 5EAMB 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 FLOOR SLOPES AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS.
(o FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT,
COORDINATE WITH ARCHITECTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.
7. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS,
REFER TO ARCHITECTURAL DRAWINGS.
B. ROOF SYSTEM CONSIST OF A %11 CDX PLYWOOD SHEATHING
NAILED W100)d RING SHANK NAILS AT 6 "01C, (4" AT PERIMETER)
OVER PRE - ENGINEERED WOOD TRUSSES.
9. SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ---- - - - - -- 30 PSF
DEAD LOAD---- - - - - -- 20 PSF
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL SECTION
APPROVED BY: _
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PAUL A. ((AAF7fjbNE�
FLORIDA REG. No: 42650
PMMCE JOB # 09002
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Comm. No.
Scale:
N.T.S.
Date:
01 -22 -08
Drawn:
R. ALVAREZ
Checked:
E. LLANO
CADD File:
Revisions:
2
09/25/09
Sheet No.