13-749-055T.O. PARAPI
EL: +13'--4
-
E E
46
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X.X.X.
X.X.X.
X.X.X.
DATE
fly
F OOF PLAN LEGEND
NOTE:
It
000
10. COORDINATE LOCATION OF ALL WALK PADS WITH MECHANICAL DRAWINGS AND OWNER. WALK PADS
DIFFERENT COLOR FROM FINAL ROOF SURFACE TO CLEARLY DELINEATE TRAFFIC AREAS.
SHALL BE
BUILT UP ROOFING SYSTEM
1. ALL AREAS HAVE BEEN ADDED TO THE DRAINAGE COMPUTATIONS LISTED BELOW.
2. ALL LEADER SIZES TO BE COORDINATED WITH PLUMBING DRAWINGS FOR VERTICAL AND HORIZONTALS RUNS/SLOPES.
DISCIPLINES.
CALCULATIONS BASED ON FBC 2010 PLUMBING FIGURE 1106.1, TABLE 1106.2,TABLE 1106.6 AND TABLE 1106.7.
ALL DRAIN PIPES SHALL BE COORDINATED WITH SHOP DRAWINGS FOR ALL
2. ALL LEADERS "L" SHALL BE SIZED TO MATCH THE "CH" SPECIFIED ABOVE.
3. ALL OVERFLOW SCUPPERS (0s) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT
THE PRIMARY DRAIN IN ACCORDANCE WITH FBC/FPC.
4. SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (0s) SCUPPER SPECIFIED ABOVE.
5. ALL PRIMARY STORM LEADERS SHALL BE CONNECTED TO UNDERGROUND STORM WATER COLLECTION/DISPOSAL SYSTEM.
REFER TO PLUMB/CIVIL DRAWINGS FOR LOCATION, SIZE & DETAILS.
11. ALL WOOD COMPONENTS TO BE FIRE RETARDANT WOOD.
12, SPECIALTY ENGINEER TO DESIGN AND VERIFY ROOF DECK CONDITIONS AND ATTACHMENT.
13. PROVIDE ALL ROOF INSULATION TO BE MINIMUM R- AT ALL AREAS.
14. ALL ROOF CURBS SHALL COMPLY WITH FBC 1509.7.
15. CONTRACTOR TO COORDINATE ALL DRAIN AND OVERFLOW OPENING LOCATION AND ROUTING WITH
STRUCTURAL, PLUMBING,, ELECTRICAL, MECHANICAL AND CIVIL DRAWINGS.
16. SEE ROOF DETAIL DWGS, FOR DRAINAGE CALCULATIONS AND SIZING.
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CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL.
6. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRIAN/SCUPPER OPENINGS
7. COORDINATE ALL HIGH AND LOW POINTS OF JOISTS W/ STRUCTURAL DRAWINGS.
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411
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8. SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL ALUMINUM CANOPIES.
9. AL ROOF FLASHING, CUTTERS, CATCH BOX, DOWNSPOUTS/LEADERS, STRAPS AND COPING SHALL BE STAINLESS STEEL.
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EATIONAL
ROOF AREA (S.F.)
ROOF LEADERS
REQUIRED
D ESIGN AND
SECONDARY
SCUPPERS
CONSTRUCTION, INC.
3990 North Powerline Road
DESIGN
WIND PRESSURES FOR ROOFING
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
T.O. PARAPI
EL: +13'--4
-
E E
)0
��
X.X.X.
X.X.X.
X.X.X.
DATE
fly
F OOF PLAN LEGEND
NOTE:
It
1. RAIN WATER CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL. CODE ONLY REQUIRES 4.5" PER FIGURE
FBC PLUMBING 2010.
10. COORDINATE LOCATION OF ALL WALK PADS WITH MECHANICAL DRAWINGS AND OWNER. WALK PADS
DIFFERENT COLOR FROM FINAL ROOF SURFACE TO CLEARLY DELINEATE TRAFFIC AREAS.
SHALL BE
BUILT UP ROOFING SYSTEM
1. ALL AREAS HAVE BEEN ADDED TO THE DRAINAGE COMPUTATIONS LISTED BELOW.
2. ALL LEADER SIZES TO BE COORDINATED WITH PLUMBING DRAWINGS FOR VERTICAL AND HORIZONTALS RUNS/SLOPES.
DISCIPLINES.
CALCULATIONS BASED ON FBC 2010 PLUMBING FIGURE 1106.1, TABLE 1106.2,TABLE 1106.6 AND TABLE 1106.7.
ALL DRAIN PIPES SHALL BE COORDINATED WITH SHOP DRAWINGS FOR ALL
2. ALL LEADERS "L" SHALL BE SIZED TO MATCH THE "CH" SPECIFIED ABOVE.
3. ALL OVERFLOW SCUPPERS (0s) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT
THE PRIMARY DRAIN IN ACCORDANCE WITH FBC/FPC.
4. SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (0s) SCUPPER SPECIFIED ABOVE.
5. ALL PRIMARY STORM LEADERS SHALL BE CONNECTED TO UNDERGROUND STORM WATER COLLECTION/DISPOSAL SYSTEM.
REFER TO PLUMB/CIVIL DRAWINGS FOR LOCATION, SIZE & DETAILS.
11. ALL WOOD COMPONENTS TO BE FIRE RETARDANT WOOD.
12, SPECIALTY ENGINEER TO DESIGN AND VERIFY ROOF DECK CONDITIONS AND ATTACHMENT.
13. PROVIDE ALL ROOF INSULATION TO BE MINIMUM R- AT ALL AREAS.
14. ALL ROOF CURBS SHALL COMPLY WITH FBC 1509.7.
15. CONTRACTOR TO COORDINATE ALL DRAIN AND OVERFLOW OPENING LOCATION AND ROUTING WITH
STRUCTURAL, PLUMBING,, ELECTRICAL, MECHANICAL AND CIVIL DRAWINGS.
16. SEE ROOF DETAIL DWGS, FOR DRAINAGE CALCULATIONS AND SIZING.
J se
FLUID APPLIED ROOFING SYSTEM
CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL.
6. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRIAN/SCUPPER OPENINGS
7. COORDINATE ALL HIGH AND LOW POINTS OF JOISTS W/ STRUCTURAL DRAWINGS.
In
00
ROOF PLAN
A-410 SCAL E: 1/40 = V-01
GRAPHIC SCALE
4 2 0 4 8
SCALE: 1/4"=10-O"
UNIT OF MEASURE: FEET
GOF STORM DRAINAGE
E E
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GENERAL NOTES
X.X.X.
X.X.X.
X.X.X.
DATE
fly
F OOF PLAN LEGEND
NOTE:
It
1. RAIN WATER CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL. CODE ONLY REQUIRES 4.5" PER FIGURE
FBC PLUMBING 2010.
10. COORDINATE LOCATION OF ALL WALK PADS WITH MECHANICAL DRAWINGS AND OWNER. WALK PADS
DIFFERENT COLOR FROM FINAL ROOF SURFACE TO CLEARLY DELINEATE TRAFFIC AREAS.
SHALL BE
BUILT UP ROOFING SYSTEM
1. ALL AREAS HAVE BEEN ADDED TO THE DRAINAGE COMPUTATIONS LISTED BELOW.
2. ALL LEADER SIZES TO BE COORDINATED WITH PLUMBING DRAWINGS FOR VERTICAL AND HORIZONTALS RUNS/SLOPES.
DISCIPLINES.
CALCULATIONS BASED ON FBC 2010 PLUMBING FIGURE 1106.1, TABLE 1106.2,TABLE 1106.6 AND TABLE 1106.7.
ALL DRAIN PIPES SHALL BE COORDINATED WITH SHOP DRAWINGS FOR ALL
2. ALL LEADERS "L" SHALL BE SIZED TO MATCH THE "CH" SPECIFIED ABOVE.
3. ALL OVERFLOW SCUPPERS (0s) SHALL BE SET NOT LESS THAN 2" NOR MORE THAN 4" ABOVE THE ROOF LINE AT
THE PRIMARY DRAIN IN ACCORDANCE WITH FBC/FPC.
4. SEE DETAILS FOR COLLECTOR HEAD (CH), AND OVERFLOW (0s) SCUPPER SPECIFIED ABOVE.
5. ALL PRIMARY STORM LEADERS SHALL BE CONNECTED TO UNDERGROUND STORM WATER COLLECTION/DISPOSAL SYSTEM.
REFER TO PLUMB/CIVIL DRAWINGS FOR LOCATION, SIZE & DETAILS.
11. ALL WOOD COMPONENTS TO BE FIRE RETARDANT WOOD.
12, SPECIALTY ENGINEER TO DESIGN AND VERIFY ROOF DECK CONDITIONS AND ATTACHMENT.
13. PROVIDE ALL ROOF INSULATION TO BE MINIMUM R- AT ALL AREAS.
14. ALL ROOF CURBS SHALL COMPLY WITH FBC 1509.7.
15. CONTRACTOR TO COORDINATE ALL DRAIN AND OVERFLOW OPENING LOCATION AND ROUTING WITH
STRUCTURAL, PLUMBING,, ELECTRICAL, MECHANICAL AND CIVIL DRAWINGS.
16. SEE ROOF DETAIL DWGS, FOR DRAINAGE CALCULATIONS AND SIZING.
J se
FLUID APPLIED ROOFING SYSTEM
CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL.
6. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRIAN/SCUPPER OPENINGS
7. COORDINATE ALL HIGH AND LOW POINTS OF JOISTS W/ STRUCTURAL DRAWINGS.
In
00
-
8. SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL ALUMINUM CANOPIES.
9. AL ROOF FLASHING, CUTTERS, CATCH BOX, DOWNSPOUTS/LEADERS, STRAPS AND COPING SHALL BE STAINLESS STEEL.
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IIN
KEY NOTES
ROOF AREA (S.F.)
ROOF LEADERS
REQUIRED
ROOF LEADERS
/DRAINS PROVIDED
SECONDARY
SCUPPERS
CI
DESIGN
WIND PRESSURES FOR ROOFING
"RD": ROOF DRAIN "Sc": SCUPPER
"CH": COLLECTOR HEAD W/ LEADER "Os": OVERFLOW SCUPPER
1": LEADER "SB": SPLASH WLOCK
NOTE:
PROVIDE ENGINEERING DESIGN COMPUTATIONS WITH RESPECT TO SPECIFIED UP -LIFT LOAD REQUIREMENTS AND
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AND THE FLORIDA BUILDING CODE (FBC) CURRENT
EDITION AS NOTED ON THE CONTRACT DRAWINGS.
CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA LICENSED PROFESSIONAL
STRUCTURAL ENGINEER AS THE DELEGATED ENGINEER.
.... .... . ......
BUILDING
MEAN ROOF
HEIGHT (FT)
EDGE ZONE
DISTANCE
Fr.
EFFECTIVE
WIND
AREA (SF)
ZONE 1 (PSF)
ZONE 2 (PSF)
ZONE 3 (PSF)
OVERHANG
ZONE 2 (PSF)
OVERHANG
ZONE 3 (PSF)
ALL ZONES (PSF)
LEGEND:
WIND PRESSURE FOR ROOFING DESIGN
WIND PRESSURE ZONE 1 (INTERIOR ZONE)
WIND PRESSURE ZONE 2 (EDGE ZONE)
WIND PRESSURE ZONE 3 (CORNER ZONE)
ZONES
HORIZONTAL
PROJECTED
AREA (SF)
(A)
VERTICAL
PROJECTED
AREA (SF)/2
(B)
SUB -TOTAL
AREA ABOVE
(C)
TOTAL
AREA
(A+B+C)
(D)
6"
(28.26 SQ. IN. AREA)
10,800 SF/LEADER
4"
(12.56 SQ. IN. AREA)
3,680 SF/LEADER
COORDINATE WITH FWMBINC DRAWINGS
FOR ALL ROOF DRAIN LEADER SIZES
AND CONDITIONS. ALL ROOF DRAINS AND
LEADERS TO BE TIED TO STORM
DRAINAGE - SEE CIVIL DRAWINGS.
MINIMUM REQUIREMENTS FOR SECONDARY DRAINS
(PER TABLE 1106.7)
2" HEAD, 16" LENGTH OF WIER 2,564
2" HEAD, 32" LENGTH OF WEIR = 5,128
NEGATIVE
NEGATIVE
NEGATIVE
NEGATIVE
NEGATIVE
POSITIVE
POOL BLDG.
11'-2"
3'-0"
0-10
-66.9
-112.2
-168.8
-96.3
-158.6
27.2
NOTES:
1. VALUES CAN BE INTERPOLATED.
2. SEE ROOF WIND PRESSURE
DIAGRAM FOR ZONE LOCATIONS.
11-20
-65.1
-100.2
-139.8
-94.6
-124,5
25.5
A-1
1,246 S.F.
1,246 S.F.
0.11 REQ. 1
0.33 REQ. 1
1 - 4" ROOF DRAIN
2 - 2" X 16"
21-50
-62.8
-84.5
-101,5
- 92.3
-79.5
23.2
3. VALUES SHOWN ARE BASED ON
THE ULTIMATE WIND VELOCITY AS
I PER ASCE 7-10,
51 -100
-61.1
-72.5
-72.5
-90.6
-45.3 ,
21.5
SEE DETAILS FOR MORE INFORMATION ON OVERFLOW SCUPPERS, INTERNAL ROOF DRAINS AND SPECIFIC
CONDITIONS
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DRAWN
REVIEWED:
CHECKED
X.X.X.
X.X.X.
X.X.X.
DATE
fly
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PROJECT NUMBER
1320MPCP
FILE No.
)0
DRAWN
REVIEWED:
CHECKED
X.X.X.
X.X.X.
X.X.X.
DATE
fly
ISSUE / REVISIONS
'.6,2_2D131
J se
Murguido, RA
PROJECT NUMBER
1320MPCP
FILE No.
--------
DRAWN
REVIEWED:
CHECKED
X.X.X.
X.X.X.
X.X.X.
DATE
07-02-13
ISSUE / REVISIONS
SHEET
TITLE,,'
ROOF PLAN
SHEET
NUMBER
A-41
0