HomeMy WebLinkAboutMISC EMAILJeffrey D. McGee, P.E.
Structural Engineer, FL PE #45944
PO Box 12964
Fort Pierce, FL 34979
March 17, 2014
St. Lucie County
Permitting Department
2300 Virginia Ave.
Fort Pierce, FL 34982
SCANNED
BY
St. Lucie County
RE: Hibiscus I, 3870 A1A, Ft. Pierce FL
Garage Door Replacement, West Garage Building
To Whom It May Concern:
Phone: 772-971-6435
email: engmcgee@gmail.com
FILE. COPY
I understand the garage doors at the above reference building are proposed to be replaced with the
system listed below. The garage building structure is reinforced CMU walls with wood roof trusses. The
garage door openings are 7'-0" high and less than 9'-0" wide.
Garage Door: Wayne Dalton
Model 8700, Code Option #1002
Florida Product Approval, FL 12099.3
Design Parameters: Wind Speed: ASCE 7-10, Risk Cat. II, Veit= 160 mph (3 sec.), Vnd= 124 mph, Exp.
Cat. D, Directionality Factor Kd=0.85, Mean Roof Height: 15 feet, Kh=1.03, Edge
Zone Width = 5.6 feet
Garage Door Design Pressures, P4/P5= +36.5/- 45.8 psf, based on 50 sf trib area,
(Note these pressures are ASD)
The installation of the door system including track, clips and attachment to wood bucks and building
substrate shall be in strict accordance with the reference Florida Product Approval. I have reviewed the
Wayne Dalton garage door product approval and I approve their use in this structure.
Please contact me if you need additional information.
Sincerely:
20/9-
Jeffrdyb.McGee; PE
FL PE #45944
Attachments: SLC Wind Load Cert Form, SLC Product Review Affidavit, FL PA #12099.3
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