HomeMy WebLinkAboutDESIGN LOADS01/092018-12:07pm inteml V:LPm)ect Master Plan Sheet Store1Wndows-DwmShu8emW00 Wind Charts\-Relerence12017 Windload Charts References@017_b FED WIND
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10
WIND VELOCITY =170 MPH
I MRH <_ 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING
EXPOSURE'C'
BASED ON Kd = 0.85 _
INTERIOR ZONE4 PRESSURES
1
EXTERIOR ZONE�PRESSURES
ENCLOSED STRUCTURE, FLATTERRAIN
MRH=MEAN ROOF HEIGHT
(SEE BELOW)
4
INSTRUCTIONS FOR TABLE USE:
Mean
DESIGN PRESSURES(PSF -Z
NE4
Mean
R f
DESIGN PRESSURES PS - ZONE 5
1. IDENTIFY THE ZONE OF THE OPENING�I OR -(ZONE 4) OR EXTERIOR(ZON E 5) PER THE
URE BELOW LEFT OR INFOR ONT' OR VIOEDiTaI'OlLH1-'�,7}1ERS.
I ROOF
Ti bUYa ATed S FY
TTIhUta ATed (S F[) 3
Hei ht
10
_
0
30
40 (
�,
5
Bht
30
20
30
40
50
1.1. ANY QUESTIONABL OPOP _ WS�SO BECOI_ NSIDERED THE MORE CRITICAL (EKTERIOR) ZONE
S. ®
-01.0
-39.3
38.3
-37.$
-50.6
-47.2
-45.2
-43.8
-42.7
lE-lG/ 2 IDENTIFY THE BUILDING M q!�E F, T FROM THE LOWEST GROUND ELEVATION. IF
(
MEAN ROOF HEIGHT CANNOT.BtEJpENTIFlED1lJSE,TH PEAK (HIGHEST) ROOF HEIGHT.
0- SS ft
ft
Ae�E VALUE.
+37.8
+36.1
35.1
+34.41
3 .
ASS
+37.8
+36.1
+35.1
+34.4
+33.8
2.; ALWAYS Al IROUN DUP GOOF �GQ,JO eE�XT� _ T
-42.6
49.i
-39.8
-39.
8'
18 ft
+39.3
+37.5
+36.5
+35.7
+35.2
-43.6
-41.7
-40.7
-39.9
-39.4
20 ft
+40.2
+38.3
+37.3
+36.5
+36.0
-45.7
-43.8
-42.6
-41.9
-41.3
25 ft
+42.1
+40.2
+39.1
+38.3
+37.7
30 ft
+43.7
+41.8 1
+40.6
+39.8
1 +39.2
-49.0
-47.0
-45.8
-44.9
-44.3
35 ft
+45.2
+43.1
+42.0
+41.1
+40.5
-50.4
-48.3
-47.1
-46.2
-45.5
40 ft
+46.5
+44.4
+43.1
+42.3
+41.6
-51.7
-49.5
-48.3
-47.4
-46.7
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-52.8
-50.6
-49.3
-48.4
-47.7
50 k
53.9
-50.3
48.7
55k
_51.7
+4
+49
4.52+44.5
54.9
-52.6
-51.3
50
-49.6
60 ft
+50.6
+48.3
+47.0
+46
ft
-52.6
-49.0
-47.0
-45.5
-44A
81
+39.3
+37.5
+36.5
+35.7
+35.2
-53.8
-50.1
-48.0
-45A
20 ft
+40.2
+38.3
+37.3
+46.5
+36.5
+36.0
-56.4
-52.6
-50.3
-48.8
-47.5
25 ft
30 ft
+43.7
1 +41.8
+40.6
-52.
-60.5
-56.4
-54.0
35 ft
+45.2
+43.1
+42.0
- 3.IM`
2.5
_
-62.2
-58.0
-55.6
40 ft
+46.5
+44.4
+43.1
42.
16
-63.8
-59.5
-57.0
-55.2
"-53:
45 ft
+47.6
+45.5
+44.2
+43.3
+42.6
-65.2
-60.8
-58.3
-56.4
-55.0
soft
55 ft M9.7 +47.4 +46.1 +45.2 +44.5
-67.8 -63.2 -60.5 -58.6 -57.2
/ [ +50.6 +48.3 +47.0 +46.0 +45.3
a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF WO&IROOF
HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST
HORIZONTAL DIMENSION OR 3FT. USE ZONE 5IF ATALL IN QUESTION.
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF
REQUIRED. MEAN
a a ROOF
r-1 1't HEIGHT
5 ® I 5 �®
0 a C
O
O
0
nemnnna
unvrn
cnnu
UAle
INRISSUE
GSS
TSB
03/05/'
m
=
NV
3
(n
r
8'
R
c
REV -ADJUSTED HEIGHTS
GSS
TSB
04/09/'
RUV 2016 FBC
DGM
TSB
OB/70/'.
UPDATES,2017FBC
FILE
FLB
12/17
n1I8000JMOTISn1ERLOPEIt1YOF DI@IEBUNfi F%PaERA
o
d
•P
I...
(Al
�
p
�
nRosluuxmeER�aodlrmwwaoLEoavAmwnxom
wPmsxcaxswroF ENGxTEMxa DWREss. ALTFRAnaxs,
AppRDNe, aaoLxBxMamxrsrorwsoccolRNrA¢Exor
POieORm ANDNVAtDAlEOURCIXOFlGI%w.
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.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALI"
I ACCORDANCE WITH CODE.
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 CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY' PER ASCE 7-10
30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN.
' 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED.
)IRONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
ATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS
S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT.
HVHZ = HIGH VELOCITY HURRICANE ZONE.
6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
]. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT.
S. THIS DOCUMENT IS ONLY VAUD WITH AN ORIGINAL SIGNATURE & RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE
'ABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE
iICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR
IF THESE TABLE VALUES WHICH 15 TUIBEVERI 'DT ERS' N'ACCORDANCE WITH GOVERNING CODES.
11. ADHERE TO ALL LOCAL IMPACT 0.d1EG>'l0 EE��11II D NI{NCES.
12. NO CERTIFlCATION IS OFFERED�DR.TFiANtI{{EEGRI7Y'QFj E HOST STRUCTURE.
13. IXCEPT AS E%PRESSLY PROVID Oj ERE1N,+�NOADDITj N_ YERTIRCATIONS OR AFRRMATIONS ARE INTENDED.
m�G1mpL1AA`n
�m Om�Om�D
=0 003,'F
MOz8OMIZM
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m2�4'=og
VIDOZc'pmOR,�.
z r'+ m O'l O z
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U � PLANVIEW�� �a>- ,ypD
COMPLEX m m m T
a ISOMETRIC CORNERS 5 5 G ow
6TH EDITION FLORIDA BUILDING C
2017
ASCE 7-10, CHAPTER 30
DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
ASCE 7-10
SAVE
ROOF
HEIGHT
PEAK ROOF
HEIGHT
"' EXPRESS®
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