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61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH> 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85
ENCLOSED STRUCTURE, FLATTERRAIN MRH= MEAN ROOF HEIGHT
INTERIOR ZON PRESSURES 1 EXTERIOR ZON PRESSURES (SEE BELOW)
Mean
DESIGN
PRESSURES
(PSF)-ZONE4
Mean
DESIGN
PRESSURES(PSF)
-ZO
E5
Roof
Area of
Opening
(S F
`
? .. f
Area of
Opening
(Sq Ft
3
20
30
40 y
20
30
40
Height
10
5Q�8ht
t'
SO
50
-54.9
-54.9
53 7
52^
1#
-100.6
-100.6
-95.5
-91.9
-89.0
61-70 k
I'"5'�
ft
+54.9
+54,9
+53 0
+51
45'`
``
+y -70
+54.9
+54.9
+S3.0
+51.6
+50.5
-60.3
-60.3
-59.0
-58.0
=57c ;
"•
-110.5
-110.5
-164.9
-100.9
-97.8
120 ft
'�
120 ft
+60.3
+60.3
+58.2
+56.7
+55.5
+60.3
+60.3
+58.2
+56.7
+55.5
-64.0
-64.0
-62.7
-61.6
-60.8
-117.4
-117.4
-111.4
-107.2
-103.9
170 h
170 ft
+64.0
+64.0
_t61,8
+60.2
+59.0
+64.0
+64.0
+61.8
+60.2
+59.0
-65.9
-65.9
-64J5
-120.8
-120.8
-114.6
-110.3
-106.9
ZOO ft
+65.9
+65.9
+63.6
60.7
200 ft
+65.9
+65.9
+63.6
+61.9
+60.7
-67.0
-67.0
-65.6
63.6
-122.8
-122.8
-116.5
-112.1
08.7
220 ft
220 ft
+67.0
+67.0
+64.6
61.7
+67.0
+67.0
+64.6
- 3;0-61Z�
-68.0
-68.0
-66.6
T63'4662.6
64.6
-124.7
-124 7
-118.3
'-L''7r7r3
24D k
+68.0
+68.0
+65.6
62.6
24D ft
+68.0
+68 0
+65.6
;;+,6`g-
6 I
-68.5
-68.5
-67.0
65.1
-125.5
-125.5
-119.2250
k
250 ft+68.5
+68.5
+68.5
+66.1
63.1
+68.5
+66.1
6- ,.-68.9
-fi8.9
-67.5
.65.5
-126.4
-126.4
-120.0
-115.4
-
260 ft
260 ft
+68.9
+68.9
+66.5
+64.8
+63.5
+68.9
+68.9
+66.5
+64.8
+63.5
-69.4
-69.4
-67.9
-66.8
-65.9
-127.2
-127.2
-120.8
-116.2
-112.6
270 ft
270 ft
+69.4
+69.4
+67.0
+65.3
+63.9
+69.4
+69.4
+67.0
+65.3
+63.9
-69.8
-69.8
-68.4
-67.2
-66.4
-128.0
-128.0
-121.5
-116.9
-113.3
280 h
280 ft
+69.8
+69.8
+67.4
+65.7
+64.3
7°Tax ,. ,,.
+69.8
+69.8
+67.4
+65.7'
+64.3
-70.3
-70.3
-68A
-67.6,
--fi6.8�
-128.8
-128.8
-122.3
-117.6
-114.0
290 ft
+70.3
+70.3
+67.8
+66.
{t , ;-„
.
88 ft
+70.3
+70.3
+67.8
+66.1
+64.7
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40 % OF MEAN ROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 % OF LEAST
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION.
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
REQUIRED. MEAN
a a ROOF
r-1 f-t HEIGHT
5i
a �C
1
ELEVATION a
m. O 2 REMARKS DRWN CHKD DATE
D O `v_ INNISSUE GSS TSB 03/05/12
m 3 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12
B' REV 2014 FBC DGM TSB 06110115
(n m UPDATES, 2017 PEG FLS FLS 12117
? r
y
m V TNIS DOOURENT ISTNE PROPERTY OF ENGINEERING EXPRESS,
AN 0 SHALL NOT BE REPRXUOED IN MOLE OR PART W ITHOUT
WRITTEN CONS ENT OF ENGINEERING EXPRESS. ALTERATIONS,
d LIT N AODBBONe OROINEA MARNNGS i01MG00LUMENTARENDT
4 0
U
I RUCTIONS FOR TA
IOENTIFY THE ZONE OF THE
LIRE BELOW LEFT OR INFO
IM
(x�1.1. ANY QUESTIAAB
ly $./IDENTIFY THE BUILDING M
MEAN ROOF HEIGHT CANN
V3V3AAEE
V 2.1. ALWAYS ROUND UP I�
O 2. VALIDco FOR ALL ROOF
3 CALCULATE THE TRIBIJTAR
TH) OR THE SPAN LENGTH (I
-ram: 3.1. USE THE AREA BETWI
MULLS, COLUN
ST THE
F
3�3.�RE OU TR
R EXTERIOR (ZONE 5) PER THE
IS.
E MORE CRITICAL (EXTERIOR) ZONE
THE LOWEST GROUND ELEVATION. IF
IGHEST) ROOF HEIGHT.
CANNOT BE IDENTIFIED, THE SMALLEST
FOR LARGER
LOCAL MUNICIPALITY
S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
IN
30
_3
5. VERIFY
HVHZ -
6. TABLES
7. THIS D(
B. THIS D
DICTATED AND VERIFIED BY THE GOVERNING
3HT EXPLAINED LEAST HORIZONTAL
c in m m z w u' m- j'
m�Gzim OCtOpOm�mLt
Sm�O L1O CD muf l9nz
40
DIME
HEIGHT OF 5 5
5 ®
rA x0pD2aFmDa
SOz21OpeD'''WRm
FMEAII�
ROOF
ROOF EAVE HEIGHT
ODD"I "13002
D
HEIGHT
n z0�
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ISOMETRIC CORNERS 5
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6TH EDITION FLORIDA BUILDING CO
2017
ASCE 7-10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7-10
I
SCE PER A7-10
°LOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED
D FOR SAFE PRESSURE RATINGS.
OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
LSE ONLY. NO HILLS SHALL BE NEARBY AREA.
OR USE WITH AN ENCLOSED STRUCTURE ONLY.
LOCAL BUILDING DEPARTMENT.
'ECIFIC DOCUMENT.
ATURE & RAISED SEALED
Ns.
PRESSURES (ASD) AS LISTED. APPLICATION OF THESE
OTHER COEFFICIENTS LISTED HEREIN SHALL BE
LTMENT AND PERMIT HOLDER. NO WARRANTY FOR
02
PIT
.n.,
MOB
n DO S
ON Z U)
ITazD
V-TTr
r
O
A
OR AFFIRMATIONS ARE INTENDED.
JtiN 13 :?3
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APPRO% ACT PROTECTION
DESIGN
ID.SIZE PRESSURE TYPE .IMPACT IJRV So REMARKS
(Ia�H), GLASS S .
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3 -# 7nii-1ta-tK,c Fig . 30
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