HomeMy WebLinkAboutEngineering COOK & M ENARD ARCHITECTURE INC.
806 Delaware Avenue, Fort Pierce, Florida 34950
PHONE(772)460-7751 FAX(772)460-4244
EMAIL cookmenard@yahoo.com
July 5,2016
St. Lucie County Building Department
Attn: Roof Permit Plan Review
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at
123 Queen Ann Ct.,St. Lucie County, Florida
Manufacturer: Gulf Coast Supply& Manufacturing
Profiles: 5V Crimp Metal Panel FL.#11651-112
Code: FBC 2014;Section R 905
Wind Speed: 165 MPH; Ultimate Design Wind Speeds
Exposure: C
Mean Roof Height: 30' Maximum
Pitch: 4!'/12"
Required Design Pressure: Zonel:-46.2 Zone 2:-65.2 Zone3:-107.9
Maximum Uplift Pressure: Fastener spacing:Zone 1, 2, & 3 -108.5 @ 12" o. c
Fasteners: #9-15 x I-%"stainless steel panel tite with sealing washer, &Y4" min
penetration.
Underlayment: Ice and water shield peel &stick or 30#felt complying with/ASTM D226 Type 11
installed with spaced 6" o.c. on laps and 12" o.c. staggered in field.
Roof Decking: Existing 5/8" plywood sheathing to be nailed w/8d x2"ring shank nails @ 6"
o.c.thru out Zone 1,4" o.c. perimeter& 6"o.c.field Zone 2,and 4" o.c.thru
outZone3
The above approved,as per Florida Building Code Compliance acceptances, 2010 Florida Building Code,and the
Manufacturer's recommendations.
Respectfully Submitted,
Peter B.Cook
Cook&Menard Architecture, Inc.
Florida Registration No. AA0003494, NCARB Certification No. 31789
COOK & MENARD ARCHITECTURE INC.
806 Delaware Avenue, Fort Pierce, Florida 34950
PHONE(772)460-7751 FAX(772)460-4244
EMAIL cookmenard@yahoo.com
July 5, 2016
St. Lucie County Building Department
Attn: Roof Permit Plan Review
2300 Virginia Avenue
Ft. Pierce, FL 34982
Re: Roofing specification prepared for the St. Lucie County Building Dept. for the structure located at
123 Queen Ann Ct.,St. Lucie County, Florida
Manufacturer: Gulf Coast Supply& Manufacturing
Profiles: 5V Crimp Metal Panel FL.#11651-112
Code: FBC 2014;Section R 905
Wind Speed: 165 MPH; Ultimate Design Wind Speeds
Exposure: C
Mean Roof Height: 30' Maximum
Pitch: 4"/12"
Required Design Pressure: Zonel: -46.2 Zone 2: -65.2 Zone3:-107.9
Maximum Uplift Pressure: Fastener spacing:Zone 1, 2,& 3 -108.5 @ 12" o. c
Fasteners: #9-15 x 1-%" stainless steel panel tite with sealing washer, &%" min
penetration.
Underlayment: Ice and water shield peel &stick or 30#felt complying with/ASTM D226 Type II
installed with spaced 6" o.c. on laps and 12" o.c. staggered in field.
Roof Decking: Existing 5/8" plywood sheathing to be nailed w/8d x2"ring shank nails @ 6"
o.c.thru out Zone 1,4" o.c. perimeter& 6" o.c. field Zone 2, and 4" o.c. thru
out Zone3
The above approved,as per Florida Building Code Compliance acceptances, 2010 Florida Building Code,and the
Manufacturer's recommendations.
Respectfully Submitted,
Y
Peter B. Cook-
Cook& Menard Architecture, Inc.
Florida Registration No. AA0003494, NCARB Certification No. 31789