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ROOF FL AN.
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SCALE: 1/4"=P-011
NOTEg
I. FOR GENERAL NOTES, REFER TO SHEET 6-1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEETS 5-I.0 AND 5 -1.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER
LINE OF BEAMS AND /OR FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW IS CENTER LINE OF WALL
OR COLUMN IN THIS LEVEL UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL
DRAWINGS.
6. 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.
S. ROOF SYSTEM CONSIST OF A 5/8 CDX PLYWOOD SHEATHING NAILED W /(S)d
RING SHANK NAILS AT & "O /C, (411 AT PERIMETER) OVER PRE - ENGINEERED
SCISSOR WOOD TRUSSES.
13. SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ------ - - - -30 PSF
DEAD LOAD------- - - - -20 PSF
10. ALL TRUSS UPLIFT PROVIDED ARE PER ASCE 1-10, SERVICE LOADS.
N
—IN
11i
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2--011
LEDGER "A"
2- 211x6" P.T. WOOD LEDGER W/
1/2 "0 HILTI KWIK BOLTS 3
w 12" O.C. E 41/2" MIN. EMBEDMENT
STAGGERED AS SHOWN.
�41 LEIDGEF� T"��FE IDETAL
City of South Miarn,
Building Dept.
5130 Sunset Drive
South Miami, FL 33743
Q' 'j'y
17�1 X69 /�rtr -
�.�, Apr
�Mt
B R A V 0
L L C
architecture
p l a n n i n g
interior design
AA 26000771
IB 26000WS
250 catalonia, suite 403
coral gables, florida 33134
telephone : 305 .567. 1977
facsimile 305. 567. 1125
O
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
O
N
FILE NAME:
SUBMITTAL
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REVISIONS:
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B
SCALE:
AS NOTED
DRAWN BY:
Y. SOSA
CHECKED BY:
PM
DATE:
11-05-12
PROJECT NO.:
FILE NAME:
SUBMITTAL
SHEET NUMBER
N-1wal
P CONSULTING
ERS
6 OU P I K;•,
MIA •Lb5 2 50
PH 430) -99 9135
FX 3 75 -23
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PAUL�i�
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