HomeMy WebLinkAbout4110S201.pdf3/18/15
PLAN NOTES:
CENTER. ROOF TRUSS DESIGNER SHALL COORDINATE TRUSS DESIGNS AND
LAYOUT WITH ARCHITECTURAL DRAWINGS AND MECHANICAL TRADE.
REFER TO BUILDING SECTIONS ON THIS DRAWING AND ROOF LOAD DIAGRAMS
SCALE: 3/16" = 1'-0"
ON DRAWING S302 FOR ADDITIONAL INFORMATION.
"RT" - INDICATES WOOD ROOF TRUSS SPACED AT 48 INCHES MAXIMUM ON
3/4" TONGUE AND GROOVE APA RATED ROOF SHEATHING.
2.
1.
ROOF FRAMING PLAN
1-1/2", 20 GAGE WIDE RIBBED METAL ROOF DECK, GALVANIZED.3.
4.
ON DRAWING S303 FOR ADDITIONAL INFORMATION.
"RBX" - INDICATES STEEL ROOF BEAM. REFER TO BEAM REACTION SCHEDULE
5. "HX" - INDICATES WOOD HEADER ABOVE OPENING IN WOOD STUD WALL BELOW.
REFER TO HEADER SCHEDULE ON DRAWING S303 FOR ADDITIONAL INFORMATION.
6. CONTINUOUS 2x8 WOOD LEDGER. ELEVATION TOP OF LEDGER SLOPE TO
MATCH TOP OF ADJACENT TRUSS ELEVATION. REFER TO SECTIONS ON
DRAWING S502 FOR ADDITIONAL INFORMATION.
7.
ROOF PENETRATIONS WITH MECHANICAL AND REFRIGERATION TRADES AND
ARCHITECTURAL DRAWINGS. PROVIDE 2x8 FRAMING/BLOCKING AS REQUIRED
BENEATH ALL ROOF TOP UNIT CURBS AND AT PERIMETER OF ALL ROOF
PENETRATIONS. REFER TO TYPICAL DETAILS ON DRAWING S302.
COORDINATE EXACT SIZE AND LOCATION OF ALL ROOF TOP EQUIPMENT AND
8. "LX" - INDICATES STEEL LINTEL. REFER TO LINTEL SCHEDULE ON DRAWING S303.
- INDICATES MECHANICAL DUCTWORK TO PENETRATE JOIST WEB.
REFER TO ARCHITECTURAL DRAWINGS FOR SIZE, LOCATION AND ELEVATION OF
9.
PROVIDE 1-5/8" STRUT SYSTEM AT PERIMETER OF HOOD FOR CONNECTION OF
COORDINATE EXACT SIZE AND LOCATION OF HOOD WITH MECHANICAL TRADE.
VERTICAL HOOD SUPPORTS AS PER TYPICAL DETAIL ON DRAWING S302.
REFER TO GENERAL NOTES FOR STRUT SYSTEM REQUIREMENTS.
COORDINATE EXACT SIZE AND LOCATION OF DUCTWORK WITH
MECHANICAL DRAWINGS AND MECHANICAL TRADE.
REFER TO SECTION 5/S501 FOR ADDITIONAL INFORMATION.
10.
11.
FOR EXACT SIZE AND LOCATION OF CANOPY. CANOPY TO BE DESIGNED FOR SNOW
ALUMINUM CANOPY BY MAPES INDUSTRIES. REFER TO ARCHITECTURAL DRAWINGS
DRIFT LOADS INDICATED ON DRAWING S302. ATTACH TIE RODS TO TIMBER POSTS.
12. PROVIDE 2x4 BLOCKING BETWEEN ROOF TRUSSES AT PANEL EDGES AND 24 INCHES
ON CENTER WITHIN 8 FEET OF FRONT AND BACK PERIMETER BEARING WALLS.
13.
COORDINATE EXACT SIZE AND LOCATION OF SUNSHADE WITH ARCHITECTURAL
ALUMINUM SUNSHADE TO BE INTEGRAL WITH STORE FRONT CONSTRUCTION.
DRAWINGS.
14.
15.
16.
DRAWING S501 FOR ADDITIONAL INFORMATION.
"*" - INDICATES 2x8 BLOCKING FOR KICKER LOAD. REFER TO SECTIONS ON
17. PROVIDE 4' BLOCK OUT OF SLOPED PARAPET KICKER FRAMING TO ALLOW FOR
DRAINAGE ACCESS TO ROOF SCUPPER. COORDINATE EXACT LOCATION WITH
COORDINATE EXACT SIZE AND LOCATION OF COMPRESSOR WITH REFRIGERATION
TRADE. PROVIDE L3x3x1/4 AT PERIMETER OF COMPRESSOR. REFER TO SECTION
13/S503 FOR ADDITIONAL INFORMATION.
41
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4110
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
RECORD DRAWINGS
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
GETGO, LLC.
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KAB
3550
THE BRIDGES
CARMEL, INDIANA
03/03/15
02/25/15
03/03/15
--
01/23/15
--
ROOF FRAMING PLAN
03/03/15
TFB
S201
1
BA DC
24'-0"31'-3"23'-3"
1
3
2
3
2
14
'
-
0
"
28
'
-
9
"
DCBA
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
1'-5"
14'-2"8'-8"10'-10 1/2"3'-7"5'-6"
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
11'-9"8'-9"
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
10'-2 1/2"
78'-6"
*
3'-7"
**
*
1'-6" 1'-6"
RB01-W18X35RB01-W18X35 RB02-W21X50
S501
4
S501
4
S503
11
S502
8
S502
8
ARCHITECTURAL DRAWINGS. REFER TO SECTION 7/S502 FOR ADDITIONAL INFORMATION.
18. REFER TO DRAWINGS S301 THROUGH S304 FOR GENERAL NOTES AND
TYPICAL DETAILS.
L2
,
H
3
L2, H1L1, H2
2'-6"10 EQUAL SPACES = 40'-0"4'-0"
S501
5
TYP. @
POST
NOTE 11
S501
5
NOTE 11
NOTE 13
NOTE 13
S501
3
NO
T
E
6
NO
T
E
6
L1
,
H
3
L1
,
H
3
L1
,
H
3
3'-4"6 EQUAL SPACES = 24'-0"2'-6"2'-9"2'-9"10 EQUAL SPACES = 40'-0"3'-2"
NO
T
E
6
NO
T
E
6
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
4
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
DO
U
B
L
E
R
T
-
3
0
"
-
4
0
"
R
E
D
-
H
DO
U
B
L
E
R
T
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
RT
-
3
0
"
-
4
0
"
R
E
D
-
H
*
*
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*******
*
*
*
*
**********
*
*
*
*
*
*
*
S502
10
NOTE 12
TYPICAL
S502
6
PS
L
3
.
5
x
9
.
2
5
*****
NOTE 12
TYPICAL
NOTE 12
TYPICAL
NO
T
E
6
L1
,
H
3
REFER TO HIGH ROOF FRAMING
PLAN ON DRAWING S202
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
NOTE 12
TYPICAL
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
PSL 5.25x14PSL 5.25x14
L1 L2
S502
9
S502
6
S501
1
NOTE 13 NOTE 13
PSL 5.25x14
L1
S501
2
NOTE 13
L1
NOTE 13
PSL 5.25x14
S503
14
SS-2
NOTE 9
WT.=360#
CU-2
WT.=80#
NOTE 7
NCCRS
WT.=250#
NOTE 15
S503
13
CU-1
WT.=3250#
NOTE 7
WT.=100#
NOTE 7
EH-1
EF-2
WT.=150#
NOTE 7
NOTE 7
EF-1
WT.=50#
WT.=1800#
RTU-2
NOTE 7
WT.=2000#
RTU-1
NOTE 7
MASONRY OPENINGS.
ROOF
HATCH
NOTE 7
S304
E
S202
A
S202
B
S304
A
S304
D
S304
C
S304
B
RT
-
4
0
"
-
5
1
1
/
2
"
R
E
D
-
H
2'-8"2'-8"2'-8"6 EQUAL SPACES = 24'-0"
PSL 5.25x14
PS
L
5
.
2
5
x
1
4
PSL 5.25x14
S502
7
H1
4'-0" MAX.
NOTE 17
S502
7
H1
4'-0" MAX.
NOTE 17
RT
-
4
0
"
-
4
7
3
/
4
"
R
E
D
-
H
*
*
*
*
*
*
*
*
*
NOT USED.
8'
-
0
"
22
'
-
7
1
/
2
"