HomeMy WebLinkAboutCALCULATIONSForensic tngineering Consult 'ants, Inc.
METAL PANEL ATTACHMENT CALCULATIONS
Project Name
Gazebos Report No.: SRI-MP-18.001
Project Address
10410 South Ocean Boulevard
Jensen Beach, FL
Deck Substrate
Wood Insulated Mean Roof Height 15.0 Feet
Configuration
Steep Slope Roof Area (Approx.) Sq.Ft.
Category
II Roof Width 40.0 Feet
Exposure Condition
D Perimeter Width 4.0 Feet
Building Type
Not Enclosed Parapet Height 0.0 Feet
Base Wind Speed
170 mph Sloped Roof Type
Slope V
6.0 Slope H 12.0 Slope Angle° 26.57
Slope V
6.0 Slope H 12.0 Slope Angle° 26.57
Uplift Pressures
q� = 0.00256 K� Ka Kd V2 P = q� (GCP - GCP;)
qZ Kz
Ke Kd V GCP GCP1
65.097 1.030
1,005 0.85 170 -0.90 0.55 Field
-1.70 0.55 Perimeter
-2.60 0.55 Comer
Field P1 UK.
-94.39 psf P1 asd -56.63 psf SCANNED
Perimeter P2A
-145.47 psf P2asd -87.88 psf BY
Corner P3an.
-205.06 psf P3asd-123.03 psf St. Lucie County
Proposed System
Englert Series 2000 0.032" Aluminum Snap -Lock Roof Panel System
Product Approval No.
FL11751.2-R6
Panel Width
18 inches (Per NOA) 18 inches (Actual)
System Design Pressure -82.5 psf (Field)-123.75 psf (Perimeter/Corner)
Fasteners
Approved Clips with 2 corrosion resistant #10 Pancake Head Screws per clip,
that are long enough to penetrate through decking a minimum of 3/16"
Max. Clip Spacing per NOA 18 inch (Field) 12 inches (Perimeter) # Rows 1
Fastener Withdrawal Resistance-185.63 Ibf (Field)-185.63 Ibf (Perimeter/Comer)
Min. Characteristic Resistance Force-185.63 Ibf (Field)-185.63 Ibf (Perimeter/Comer)
Fastener Spacing
((MCRF/Pi) x 144)/(Panel Width/No. of Rows of Fasteners)
Field Clip Spacing 26.22 inches
Perimeter Clip Spacing 16.90 inches
Corner Clip Spacing 12.07 inches
RECOMMENDED FASTENER SPACING
Field Clips installed at 18" o.c.
Perimeter Clips installed at 12" o.c.
Comer Clips installed at 12" o.c.
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIAIJ/F
REVIEWED BY.
MUST BE KEPT ON JOb OR
NO INSPECTION WILL Eq= MAE
These calculations have been done in accordance with ASCE 7-10, based on the information provided by the
contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations.
Ensure that roof system meets all life and fire safety requirements of the Florida Building Code, before installation.
Sincerely
Fo an Engineering Consultants, Inc.
N
R. N. Sailappan, P.E.. ZAU�11191111.8
Principal Engineer
Florida Registration No. 46696
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COFIRECTIONS
REQUIRED BY FILD INSPECTORS THAT
WY UE NECE^SUff IN ORDER TO
COMPLY WITH ALL APPLICADILE CODES.
: ONCWB FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Forensic Engineering Consultants, Inc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph