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NOTES:
1.`DESIGN WIND LOADS INDICATED ARE BASED ON S 10 SO.. FEET
OF TRIBUTARY AREA.
2. (LOWER SITE SPECIFIC DESIGN LOADS MAY BE DETERMINED &
!CERTIFIED BY A STATE OF FLORIDA REGISTERED PROFESSIONAL
(ENGINEER.
3. SITE SPECIFIC WIND LOADS FOR BUILDINGS W/ GREATER THAN
60' OF MEAN ROOF HEIGHT SHALL BE DETERMINED & CERTIFIED
BY A STATE OF FLORIDA, REGISTERED PROFESSIONAL ENGINEER.
i I O 0 a
O I O
a a
h a MEAN ROOF HEIGHT
a s END ZONE . 10Y. OF MINIMUM BUILDING WIDTH
OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER
IS SMALLER, BUT NOT LESS THAN EITHER 4%
OF MINIMUM WIDTH OR 3 FEET.
BUILDING WITH MEAN ROOF HEIGHT S 60 FEET
(ONE DETERMINA1fION DIAGRAM FOR ASCE 7-88 &
►SCE 7-93 & STANDARD BUILDING CODE, 1994 EDITION
I SCALE
STANDARD BUILDING CODE
1994
100 M.P.H. - WIND VELOCITY4
4
DESIGN WIND LOADS (PSF)
N
MS 60 FT.
MEAN ROOF
HEIGMT (FT) POSITIVE NEGATIVE NEGATIVE
ZONE 4 L 5 INT. ZONE (4) ENO ZONE IS)
0-15 26.6 -26.6
-30.6
15-20 26.9 -20.8
-33.3
20-25 30.8 -30.7
-35.5
25 - 30 32.4 -32.4
-37.4
30 - 40 35.2 -35.2
-40.6
40 -SO 37.S -37.5
-43.2
SO -60 39.5 -39.5
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STANDARD BUILDING CODE
1994
110 M.P.H. - WIND VELOCITY
4
DESIGN WIND LOADS (PSF)
N
H S 60 FT.
MEAN ROOF
HEIGHT (FT) POSITIVE NEGATIVE NEGATIVE
ZONE 4 A, S INT. ZONE (4) END ZONE IS)
0 - 15 32.2 -32.2
-37.1
15-20 34.9 -34.9
-40.3
20-25 37.2 -37.2
-42.9
2S-30 39.2 -39.2
-45.2
30- 40 42.6 -42.6
-49.1
40 - 50 4S.4 -465.4
-S2.3
SO -60 47.8 -47.0 F-ss
.1
WIND LOAD NOTES,
STANDARD BUILDING CODE H94 COITION
1. LOADS ARE BASED UPON A BUILDING USE FACTOR OF 1.0.
2. LOADS ARE APPLICABLE FOR BUILDINGS WIT ROOFHEIGHT LESS
THAN 60 FEET IN COASTAL OR NON -COASTAL A
3. TABULATED VALUES ARE BASED ON WIND FORCES AT Tk
MCI'IAX$BII/M,/
OF A GIVEN RANGE. �('I O��
4. BASIC WND VELOCITY REFERS TO THE FASTEST MILE WIND VELOCITY AS 17
TABULATED IN THE S.B.C. FIGURE 120S.
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