HomeMy WebLinkAboutPROJECT INFORMATIONF�
Lam:.
170 It
180IL
ISO It
ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 11ASDI, WIND VELOCITY = 170 MPH MRH > 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING BASED ON Kd=0.85
EXPOSURE D
ENCLOSED STRUCTURE, FLATTERRAIN
210h
1
1
1
+66A
+66.4
+66.4
+65.2
+EA.1
+ ]
-67.0
-67.0
.67.0
-66.3
-65.6
-6 .0
220It
+67.0
+67.0
1 +67.0
+65.7
+64.6
+
-67.5
-67.5
-67.5
-66.8
-66.1
.65.5
230k
*673
+67.5
+67.5
+66.2
+65.1
+64.1
-6B.0
-68.0
-68.0
-67.3
-56.6
-66.0
-
240It
+68.0
+68.0
+68.0
+66.7
+65.6
+M.7
'68.5
48.5
.683
-67.8
-67.0
-66.4
no It
+68.5
+68.5
+68.5
+67.2
a66.1
a65.2
-68.9
-68.9
-68.9
-0.2
-67.5
46.9
260ft
+68.9
+U.9
+68.9
+67.6
+66.5
+65.6
-69.4
-69A
-69A
-68.7
-67.9
-67.3
270h
+69A
+69.4
+69.4
+68.1
+67.0
+66.1
-69.8
-69.8
59.8
4i9.1
-68.4
i].8
280tt
+69.8
♦69.8
+69.9
+68.5
+67.4
+66.5
-70.3
-70.3
-70.3
-69.5
-68.9
-68.2
290 It
-57.3
+55.5
+63.5
-67.2 1 -66.8
10miF:
90 R
S00 R
IIOIt
120R
130 (1
140It
150 ft
160It
170 R
l8oll
190It
230ft +66A
122.8 -
?20h +67.0 +67.0
230 ft -123.7 -123.7
a67.5 +67.5
240 ft -124.7 -124.7
+68.0 +68.0
250 It .125.5 -125.5
+68.5 +68.5
260 It -126.4 -126.4
+68.9 +68.9
270 R .127.2 .127.2
469.4 +69A
280 ft -129.0 .128.0
.69.8 +69.8
A28.8I-128.8
+61.2
+64.2 1 +63.5
GENERAL NOTES:
1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN
METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE
CRITERIA AS OUTLINED HEREIN.
2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILIITES OR ASSEMBLY
OCCUPANCIES. TOPOGRAPHIC FACTOR K2t-1.0 FOR FLATTERRAIN USE ONLY. THESE TABLES
NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE
WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH
LOCAL BUILDING DEPARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR
463.9
+63.2
+62.6
PEAK ROOF
WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEHEIGHT
a=10% OF LEAST HORIZONTAL DIMENSION OR 40%OF4REQUIRED.
.114.6
.112.8
-111.1
DIMENSION OR 3FT(I.). USE ZONE 5 IFAT ALL IN QUEMEAN
+64.4
.63.7
+63.1
ROOF
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION I115.4
a BOF HEIGHT
-In.5
-111.9
r �(HT+65.3
I16.2
-114.3
-112.6
+64.5
+63.9116.9
5) I5
1'a+65.7
-115.0
-113.3
+65.0
+64.3
ON-__--_-_
-117.6
-115.7
114.0
"'" 1+70.3 +70.3I+70.3 I+68.9 I+67.8 I+66.9I+66.1 +65.4 +64.7 WALL ZONE FIGURES
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DESIGN LOADS FOR COMPONENTS & CLADDING
MASTER PLAN SHEET
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