HomeMy WebLinkAboutAPPROVED, 2106-0334 - Bldg 1 - 5150 Oleander
DATE: 6/23/21 JOB ORDER #: 21-3881
CLIENT: St. Lucie Roofing Permit # 2106-0334
ADDRESS: 1919 SW South Macedo Blvd. Pt. St. Lucie, FL 34984
PROJECT: Covenant Presbyterian Church 26ga 5V Crimp Roof Panels
ADDRESS: Bld. 1 - 5150 Oleander Avenue Fort Pierce, FL
2020 FBC/ASCE 7-16 DESIGN PRESSURE CALCULATIONS
Project Information:
Mean Roof Heights = 10' Exposure: C Basic/Ultimate Wind Speed: Vult=170 mph
Length = 100' Category: II Nominal Wind Speed: Vasd=Vult*√0.6
Width = 50' Slope: 5/12 = 22.6° (asd = allowable strength design)
Gable Roof
For multiple deck condition, the most conservative dimensions were utilized for design calcs.
Width of Pressure Coefficient: 0.1(50') = 5.0' or
0.4(10') = 4.0' } use: 4'0"
Proposed Roof Replacement
Load Table Per Product Approval
Roof Zones for Generic Bld. Per Product Approval
Bld. 1
Bld. 2 50'
50'
125'
100'
Page 2, 6/23/21; Job Order # 21-3881
St. Lucie Roofing - 26ga 5V Crimp Roof Panels
Covenant Presbyterian Church
Permit # 2106-0334
Bld. 1 - 5150 Oleander Avenue; Fort Pierce, FL:
Attachment Requirements:
Based on the requirements of Florida Product Approval # FL17022.01-R19, Load Table for
Structures in Exposure C, Gable Roofs with Max. Slope of 12/12 and Max. Mean Roof Height of
30', with Maximum Design Pressure of -228PSF; the following are the recommended fastening
method to attach the Extreme Metal Fabricators' 26ga 5V Crimp Roof Panels to the minimum
15/32" plywood or 3/4" thick wood plank deck:
Roof Zones Zone 1 (1 & 1') Zone 2 (2e, 2r, & 2n) Zone 3 (3e and 3r)
Max. Design Pressure -101psf -228psf -228psf
Attachment Method C D D
Fastener #10 x 1.5" Fasteners
with Sealing Washer
#10 x 1.5" Fasteners
with Sealing Washer
#10 x 1.5" Fasteners
with Sealing Washer
Fastener Spacing at 8" o.c.
(12"-12" Pattern)
at 6" o.c.
(12"-12" Pattern)
at 6" o.c.
(12"-12" Pattern)
Notes:
• Corners and perimeter (edge, hip, & ridge) area dimension shall not be less than a = 4'0"
(Zone 2: Perimeter is a 4'0" wide strip, Zone 3: Corners are 4'0" x 4'0")
• Our engineering attachment analysis is limited to uplift resistance only, therefore, it does t0
include waterproofing or aesthetic concerns as applicable.
• Contractor to verify that the fastening patterns meet manufacturer’s requirements for
issuance of a warranty (as applicable).
• All work shall be in compliance with the local building code product control notice of
acceptance and manufacturer specifications and Florida Building Code 2020 Edition.
• Wind load calculations based on ASCE 7-16, 2020 FBC, and information provided by client.
Client is responsible for verifying existing/proposed conditions/decks as it pertains to the
above provided product approval.
• All work shall be inspected by our field engineer (or authorized representative) or a building
department inspector to verify compliance with specifications.
Sincerely,
______________________________
Reza Javidan, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923