13-749-054"WhE
MEN
ROOF PLAN
SCALE: 1/44 =1'-0'
GRAPHIC SCALE
4 2 0 4 8
1 1 1 11 111 1 OR
SCALE: 11/4"=V-0"
UNIT OF MEASURE: FEET
ROOF STORM DRAINAGE
EE
REVIEWED:
GENERAL NOTES
CHECKED
y
D A T E
ROOF PLAN LEGEND
,NOTE:
1. ALL AREAS HAVE BEEN ADDED TO THE DRAINAGE COMPUTATIONS LISTED BELOW.
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1. RAIN WATER CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL. CODE ONLY REQUIRES 4.50 PER FIGURE
FRC PLUMBING 2010.
2. ALL LEADERS *Lm SHALL BE SIZED TO MATCH THE 'CH" SPECIFIED ABOVE.
10. COORDINATE LOCATION OF ALL WALK PADS WITH MECHANICAL DRAWINGS AND OWNER. WALK PADS SHALL BE
DIFFERENT COLOR FROM FINAL ROOF SURFACE TO CLEARLY DELINEATE TRAFFIC AREAS.
11. ALL WOOD COMPONENTS TO BE FIRE RETARDANT WOOD.
BUILT UP ROOFING SYSTEM
2. ALL LEADER SIZES TO BE COORDINATED WITH PLUMBING DRAWINGS FOR VERTICAL AND HORIZONTALS RUNS/SLOPES. ALL DRAIN PIPES SHALL BE COORDINATED WITH SHOP DRAWINGS FOR ALL
DISCIPLINES.
CALCULATIONS BASED ON FBC 2010 PLUMBING FIGURE 1106.1, TABLE 1106.2,TAOLE 1106.6 AND TABLE 1106.7.
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 FMC 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 is DETAILS.
12. SPECIALTY ENGINEER TO DESIGN AND VERIFY ROOF DECK CONDITIONS AND ATTACHMENT.
13. PROVIDE ALL ROOF INSULATION TO BE MINIMUM R-30 AT ALL AREAS.
14. ALL ROOF CURBS SHALL COMPLY WITH MC 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.
FLUID APPLIED ROOFING SYSTEM
CALCULATIONS BASED ON A 5" PER HOUR RATE OF RAINFALL.
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6. REFER TO STRUCTURAL DRAWINGS FOR HEIGHT OF ROOF DECK AND COORDINATION OF DRIAN/SCUPPER OPENINGS
COORDINATE ALL HIGH AND LOW POINTS OF JOISTS W/ STRUCTURAL DRAWINGS.
17. COORDINATE ALL �MEPPENETIATIO�ISWITIH �MEP TRADES.7.
0
M V1
E. SEE SITE PLAN FOR COORDINATION / LOCATION OF ALL ALUMINUM CANOPIES.
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9. AL ROOF FLASHING, GUTTERS, CATCH BOX, DOWNSPOUTS/LEADERS, STRAPS AND COPING SHALL BE STAINLESS STEEL.
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KEY NOTES
ROOF AREA (S.F.)
ROOF LEADERS
REQUIRED
ROOF LEADERS
DRAINS PROVIDED
SECONDARY
SCUPPERS
7-
a
Q Id
a
0.r
DESIGN WIND PRESSURES FOR ROOFING
"RD": ROOF DRAIN "Sc": SCUPPER
"CH": COLLECTOR HEAD W/ LEADER "Os*: OVERFLOW SCUPPER
........ ........ ; ........................... ...
................................................................. . ....... ...............
....... .... .....
............. ....... .. .... ......
......................... ....... .... ..
BUILDING
MEAN ROOF
EDGE ZONE
EFFECTIVE
ZONE 1 (PSF)
ZONE 2 (PSF)
ZONE 3 (PSF)
OVERHANG
OVERHANG
ALL ZONES (PSF)
LEGEND:
WIND PRESSURE FOR ROOFING DESIGN
WIND PRESSURE ZONE 1 (INTERIOR ZONE)
. ... ......
E-7-71 WIND PRESSURE ZONE 2 (EDGE ZONE)
ili WIND PRESSURE ZONE 3 (CORNER ZONE)
HEIGHT (Fr)
DISTANCE
a FT.
WIND
AREA (SF)
ZONE 2 (PSF)
ZONE 3 (PSF)
lb: LEADER "SB": SPLASH BLOCK
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.
ZONES
HORIZONTAL
PROJECTED
AREA (SF)
(A)
VERTICAL
PROJECTED
AREA (SF)/2
W
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 FWMIING DRAWINGS
FOR ALL ROOF DRAIN LEADER SIZES
AND CONDITIONS. All ROOF DRAINS AND
LEADERS TO DE TIED TO STORM
DRAINAGE - SEE CML 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"
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
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
..................................................................... ................ ................ ..... .......................... .....
.. . .. . . .......... ........... .....
KECREATIONAL
DESIGN AND
CONSTRUCTION, INC.
3990 North Powerline RoE d
Ft. Lauderdale, FL 3330
Voice: 954.566.3885
Fax: 954,566.3335
Seal
22 2013
Jose M guido, RA
Reg. N AR -10670
PROJECT NUMBF7__R
1320MPCP
FILE No. - --------
DRAWN
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REVIEWED:
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D A T E
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ISSUE / REVISIONS
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Seal
22 2013
Jose M guido, RA
Reg. N AR -10670
PROJECT NUMBF7__R
1320MPCP
FILE No. - --------
DRAWN
REVIEWED:
X.X.X.
CHECKED
XXX
D A T E
07-02-13
ISSUE / REVISIONS
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22 2013
Jose M guido, RA
Reg. N AR -10670
PROJECT NUMBF7__R
1320MPCP
FILE No. - --------
DRAWN
X.X.X.
REVIEWED:
X.X.X.
CHECKED
XXX
D A T E
07-02-13
ISSUE / REVISIONS
SHEET TITLE
ROOF PILV
SHEET NUMBER