HomeMy WebLinkAboutWind Load Calculation TIGHT1918 Corporate Drive
WII ® -® WS Boynton Beach,FL 33426
Ph.561-922-6747
Fax.561-292-3562
Property Information Building Information
Owner: Susan Risoldi Wind Zone: 170 MPH.
Address: 212 Ramie Lane Exposure Category: C
Port Saint Lucie,FL 34952 Minimum Building Dimension: 43 ft.
Mean Roof Height: 20 ft.
it Jul Risk Category: II
Design Pressure Calculations
1[=,7ng Location Device Device Device Max Positive IF
Max Negative
Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 25 62 7 40.0 -43.4
-- - __.... ....._.... _ _. - 11
2 Int 25- 62 _ _ 40.0 - -43.4
3 Int 25 62 7 40.0 -43.4
4 Int 25 62 7 40.0 -43.4
5 Int 25 62 7 40.0 -43.4
6 End 73 62 7 37.2 47.8
Prepared in accordance wilh:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N
SIZE REQ Y/N/NA
1 Int W 7/8"Lanii IG 15-0618.02 55 55 40.0 -43.4 53x77 25x62 Y N
2 Int W 7/8"Lami IG 15-0618.02 55 55 40.0 -43.4 5307 25x62 Y N
3 Int W 7/8"Lami IG 15-0618.02 55 55 40.0 -43.4 5307 25x62 Y N
4 Int W 7/8"Lami IG 15-0618.02 55 55 40.0 -43.4 5307 25x62 Y N
5 Int W 7/8"Lami IG 15-0618.02 55 55 40.0 -43.4 5307 25x62 Y N
6 End W 7/8"Lami IG 15-0618.03 55 55 37.2 -47.8 74x63 73x62 N N
z _ , ENGINEERING
XP ?OSS
Design Wind Pressure(PMAx+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2
160 SW 12th AVENUE, #106 h560 ft. h>60 ft.
DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(6c GCppos + GCpI) PMAx+ = gh(Oc GCppos + GCp)
PH:(954)354-0660 FAx:(954)354-0443
WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(Oc GCpneg- GCO) PMAx-= gh(Ac GCpneg-GCpI)
Wind Load Calculation
ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections
Cladding Size Elevation Area AreaT Pmax+ PmaX-
5th Edition(2014)Florida Building Code # (W z H) Zone (ft) (ft2) (ft2) K, qZ GCP+ GCP- (Ib/ft2) (Ib/ft2)
Site Information 1 25 x 62 Int 7 10.76 8.90 0.85 53.38 1.0 -1.1 40.0 -43.4
2 25 x 62 Int 7 10.76 8.90 0.85 53.38 1.0 -1.1 40.0 -43.4
Owner: Susan Risoldi 3 25 x 62 Int 7 10.76 8.90 0.85 53.38 1.0 -1.1 40.0 -43.4
Wind Speed(V): 170 MPH 4 25 x 62 Int 7 10.76 8.90 0.85 53.38 1.0 -1.1 40.0 43.4
5 25 x 62 Int 7 10.76 8.90 0.85 53.38 1.0 -1.1 40.0 -43.4
Exposure Category: C
Velocity Pressure Coef.(Kh): 0.90 6 73 x 62 End 7 31.43 12.34 0.85 53.38 0.9 -1.2 37.2 -47.8
ASCE 7-10 Ch.30.3.1 Table 30.3-1
Directionality Factor(Kd): 0.85
Topographical Factor(KzT): 1.0
Structure Information
Risk Category: 11
Building Classification: Enclosed
Int.Pressure Coef.(GCpi): 0.18
ASCE 7-10 Table 2611-1
Mean Roof Height(h): 20 ft.
Roof Slope(0): Sloped
Roof Slope Coefficient(0c): 1.0
Min.Building Dim.(L): 43 ft,
End Zone Distance(a): 4.3 ft.
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