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6ch EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 170 MPH MRH > 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ON Kd=0.85
INTERIOR ZONFF4 PRESSURES
1 EXTE
Mean
DESIGN PRESSURES (PSF)-20NQt6E�Vann
Roof
Height
Area of Opening
10 20 30
-54.9 -54.9 -53.7
+54.9 +54.9 +53.0
(Sq
40
-52.
+51.
I -SR 6
�52
T
ght
-70 ft
61-70 ft
-An R
I -An R
I -An 0
120 ft
120 ft
170 k
170 ft
+64.0
+64.0
+61.8
+60.2
+59.0
-65.9
-65.9
-64.5
-53.4
-62.6
200 ft
200 ft
+65.9
+65.9
+63.6
+61.9
+60.7
'67.0
-67.0
-65.6
-64.5
-63.6
220 ft
220 ft
+67.0
+67.0
+64.6
+63.0
+61.7
-68.0
-68.0
-66.6
-65.5
-64.6
240 ft
240 ft
+68.0
+68.0
+65.6
+63.9
+62.6
-68.5
-68.5
-67.0
-65.9
-65.1
250 ft
250 ft
+68.5
+68.5
+66.1
+64.4
+63.1
-68.9
-68.9
-67.5
-66.4
-65.5
260 ft
260 ft
+68.9
+68.9
+66.5
+64.8
+63.5
-69.4
-69.4
-67.9
-66.8
-65.9
270 ft
270 ft
+69.4
+69.4
+67.0
+65.3
+63.9
-69.8
-69.8
-68.4
-67.2
-66.4
280 ft
280 ft
+69.8
+69.8
+67.4
+65.7
+64.3
-70.3
-70.3
-68.8
-67. -
66.8
290 ft
+70.3
+70.3
+67.8
+66.
- .
RIOR ZONES PRESSURES
DESIGN PRESSURES(PSF) - ZONE 5
Area of Opening
(Sq Ft 3
10 1 20 1 30
1 40 50
-100.6
-100.6
-95.5
-91.9
-89.0
+54.9
+54.9
+53.0
+51.6
+50.5
-110.5
-110.5
-104.9
-100.9
-97.8
+60.3
+60.3
+58.2
+56.7
+55.5
-117.4
-117.4
-111.4
-107.2
-103.9
+64.0
+64.0
+61.8
+60.2
+59.0
-120.8
-120.8
-114.6
-110.3
-106.9
+65.9
+65.9
+63.6
+61.9
+60.7
-122.8
-122.8
-116.5
-112.1
- 28.7
+67.0
1 +67.0
1 +64.6
63-0
- IgL '
61.7
-
-124.7
-124.7
-118.3
+68.0
+68.0
+65.6
+ :`_-52.
-125.5
-125.5
-119.2
- 14.
.11
+68.5
+68.5
+66.1
64
-126.4
-126.4
-120.0
-115.4
=Fl-L9'
+68.9
+68.9
+66.5
+64.8
+63.5
-127.2
-127.2
-120.8
-116.2
-112.6
+69.4
+69.4
+67.0
+65.3
+63.9
-128.0
-128.0
-121.5
-116.9
-11 .3
+69.8
+69.8
+67.4
+65.7
+64.3
-128.8
-128.8
-122.3
-117.6
-114.0
+70.3
+70.3
+67.8
+66.1
+64.7
ENCLOSED STRUCTURE, FL AT TERRAIN MRH= MEAN ROOF HEIGHT
(SEE BELOW)
4 INSTRUCTIONS FOR TABLE USE:
1. IDENTIFY THE ZONE OF THE OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE
U0.E BELOW LEFT OR tNFOR OAPOAP OAh`= D %�U rpol HRS.
1.1. ANY QDESTTDNAB OP R G O BECON51 D THE MORE CRITICAL (EXTERIOR) ZONE
�s.
\�J IDENTIFY THE BUILOTNG M A V F TFROM THE LOWEST GROUND ELEVATION. IF
2. VALID FOR ALL R00 S' ES`FOIL'SLOPES + EE AN ENGINEER FOR REDUCTIONS.
3. CALCULATE THE TRIBUTARY' IDEA, E_OPEji1yMU BTIDN AS THE GREATER OF (HEIGHT
IDTH) OR THE SPAN LENGTH (HEV •T 01NE WIDTH OF 1/3 THE HEIGHT (HEIGHT' / 3).
3.1. USE THE AREA BETWEEN STRUCTU OPENINGS ONLY -THIS INCLUDES AREAS BETWEEN
STRUCTURAL MULLS, COLUMNS, ETC.
3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST
(10 SQUARE FEET) SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER
^�TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE.
14J READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
I ACCORDANCE WITH CODE.
S. FOR SITUATIONS THAT REQUIRE Ktl=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF
1.18. VERIFY Ktl REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10
4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
1 IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
SE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
HVHZ = HIGH VELOCITY HURRICANE ZONE.
6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT.
S. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
APPLICABILITY OF THE USE OF TI
10' THIS SPECIFICATION DOES
SUBMITTED TEST CRITERIA AND
OF THESE TABLE VALUES WHICH
11. ADHERE TO ALL LOCAL IMP,
12. NO CERTIFICATION IS OFFE
13. EXCEPT AS EXPRESSLY PRO
AFFIRMATIONS ARE INTENDED.
INTERIOR ZONEC4), EXTERIOR ZONE(Sh.IOOF-HEIGHT EXPLAINED LEAST HORIZONTAL
c m m m z m o T �`
mlanz=O�"oorm=-oo
m 2 m O 2 n z m m p=
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u n
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•i
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_Q Z
•T1
a= 30% OF LEAST HORIZONTAL DIMENSION OR 40% OF�7 rROOF DIMENSION
PEAK ROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST
HEIGHT 5 5
m "'; y i i m
'�OiOm•
aL
m
rn X 0
Fti
HORIZONTAL DIMENSION OR 3FT. USE ZONE S IF AT ALL IN QUESTION.
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a m a D z v y
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y =
am
r;
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T7O�
RECEIVED
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
MEAN
2 5 ®
ROOF
m o m O �' P •• O
D =,n m+
m 2
A
y
rn 1 F-+
3
REQUIRED.
MEAN EAVE
a ROOF ROOF
HEIGHT \
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ISOMETRIC
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CORNERS 5
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REMARKS
DRWNCHKD
DATE
6TH
EDITION FLORIDA BUILDING CODE
ENGINEERING
Rtil
o m�
INITISSUE
GSS
ISS
03/05/12
r
m
3
5
2017
L
EXPRESS®�F
_lge
o G rn
REV -ADJUSTED HEIGHTS
GSS
TSB
04/09/12
REV 2014 FBC
DGM
TSB
06110/15
g
UPDATES, 2017 FBC
FLB
FLB
12117
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ASCE 7-10, CHAPTER 30
160 SW 12th AVENUE, SUITE 106=
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DESIGN LOADS FOR COMPONENTS &
CLADDING
DEERFIELD BEACH, FL 33442
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MASTER PLAN SHEET
P; (954) 354-0660 F: (954) 354-0443
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