HomeMy WebLinkAboutWIND LOAD INFORMATION1 eon- C&
2014 Florida Building Code
BUILDING INFORMATION
30B INFORMATION
Mills,nel 1 \< tShort ?,Associates Clicnt Atlantic Construction & Routine
Eight Hundred Eighth Street pRoxe:nzne.rzaz Address 306 Angle Rd., Fort Pierce, FL
Vero Beach, Florida 32992 a."abou^namwmn C Mills, Shan & Associates
lob Number 164360
JamnW
ASCE 7-10 _en C Pocono, Jason W. Short, P.E.
V�/q�NED TOPOGRAPHIC FACTOR
Version 7.1
2004-2012C t. Hill S(I a Fle[Ole Hill
Building Permit Edition St. �ucie C x R 0.0
Counfir Lh rt 0.0
ll z rt 0.0
Wind Load Program ,, R) 0.0
Deign Wind Spu
Ult. What Voccie, (mph)
160
Nominal Wind Velocity (mph)
123.9
Exposure
B
Internal Pressure
En
HeightaboveWe round n-tit
0.0
Standard Wall Height -tit
20
12.0
Mean Roof Height - tit
12.0
BuildingWidth tit
30.0
Building Length go
30.0
Roof Sloe x:12
0.3
Roof Angle le rece
1.19
v EdgeSm (it)
3.a0
End Zone (it)
6.00
Parapet Along RoofPerimeter(ft)
one
WIND LOAD DESIGN INFORMATION
C
n
z
APPLYING WIND LOAD FOR:
ZONE
OPENING
ELEVATION
(f<e0
WIDTH
(feet)
LENGTH
(ful)
EFFECTIVE
WIND AREA
(rgn)
Nominal Wind Load Pressurea
NOA Approval Number
Max Pressure Per SEA
Mvnufn<turer
Model Number
MAXIMUM
POSITIVE
PRESSURE (psp
MAXIMUM
NEGATIVE
PRESSURE (pap
Moonstone
-Monoslo a 0-10 de
N/A
3.0
3.0
9
11.2
-27.6
FL 16039-R7
-52.5 PSF
Duro-Last Roofing, Inc.
Sys.. W-M-4
o
Manosla a
-Monoslo a (0-10 de
N/A
3.0
3.0
9
11.2
46.4
FL 16039-A7
5,24 PSF
Dnro-Last Roofing, Inc.
S stem W-M4
S
Monoslo a
-Monoslo a 0-10 de
N/A
3.0
3.0
9
11.2
.69.8
FL 16039-R7
_60 PSF
Durn-Last Roofing, Inc.
System W-M4
Zone 3 tab spacing is 45"O.L max.*
O
.
--Note : 16 Fasteners/1ns.
Board• See Product Approval for Pattern
r.
z
m
***Note: Pull test
from D.gaL t a roved
er re art.^e
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BUILDING INFORNIAT10N
Dense Wind Speed
Nominal
Uhmam Wind Velmov (mph)
160
Nominal Wind Velocity (mph)
133.9
Eapomre
B
Internal Pressure
Endwed
Height above ground z - ft
0.0
Standard Wall llei hl- R
12.0
Mean Roof Height h - fl
12.0
Building Width R
30.0
Building Length fl
30.0
RoofSlo a :11
0.3
Roof An le de run
1.19
. EdgeR
3.00
End Zone(R)
6.00
Parmpet Along Roof Perimeter RD
0.00
2014 Florida Building Code (5th Edition)
Mills, Short e, Associates
Elght Hundred Eighth Street PHONE:TE2M5.7U2
.w.nuuuilmet aommmn
Vero Beach, Florida 32962 CAr30606
ASCE 7-10
Version 7.1
2004 - 2012 C
Building Permit Edition
Wind Load Program
SCANNED
BY
St. Lucie Count\/
JOB INFORMATION
Client
Aureole Communion & Rending
Addrtss
306 Angle Rd., Fort Pierre, FL
company
Mills, Swat &Aeoccues
Job Number
164360
Pre am
Irian W. Short. P.E.
TOPOGRAPHIC FACTOR
Hill Sbn a
Flel-No Hill
x II
oo
Lh n
0.0
R
0.0
(m
0.0
WIND LOAD DESIGN INFORMATION
G
z
APPLYING WIND LOAD FOR:
ZONE
OPENING
ELE(VeeA;ION
WIDTH
(feet)
LENGTH
(ree0
EFFECHVE
WIND omREA
Nominee Wind Lend Pnsmrm
NOAApproval Number
Mae Pressure Per BOA
Manufactunr
Modd Number
MAXIMUM
POSITIVE
PRESSURE (ps0
NIAXIMUM
NEGATIVE
PRESSURE (ps0
Monosle a
-Monoslo a 0-10 de
N/A
3.0
3.0
9
11.2
.27.6
FL 16039-R7
-52.5 PS
Dmo-Last Roofing, Inc.
System W-MA
z
O
Monoslo a
-Monoslo a 0-10 de
N/A
3.0
3.0
9
11.2
-46.4
FL 16039-R7
-52.5 PSF
Duro-Last Roofing, Inc.
System W-M-4
e
Monoslo a
-Monoslo a 0-10 de
N/A
3.0
3.0
9
11.2
-69.8
FL 16039.R7.
-52.5 PS
Duro-Last Roofing, Inc.
System W-M4
*Note: For Zone 3 tab spacing is 45" O.C. max."
*Note: 22 Fasteners min.
/4' x 50' Ins. Brd. See Prod. A .for Pauem *
0
***Note: Pull test
from DuroLwBA roved
off
ne
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0
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