HomeMy WebLinkAboutEngineering FILO A ENGINEERING & TESTING, INC.
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APR 9 �Q'� WM--.floridaengineeringandtesting.com
250 S.W.13"Avenue
PEWAITfING Pompano Beach,FL 33069
Si. Lucie County, FL
DATE: 4/26/16 JOB ORDER#: 16-1336
CLIENT: All Area Roofing
ADDRESS: 3921 S. US Highway 1 Fort Pierce,Florida 34982
PROJECT: Anita Dixon Residence Flat Non-Insulated Wood Roof Deck
ADDRESS: 3503 Sloan Road Fort Pierce,Florida
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Height= < 15' Exposure: C Basic/Ultimate Wind Speed: Vult=170 mph
Length= 59' Category: II Nominal Wind Speed: Vad=V„It*40.6
Width= 32' Slope: <70 (asd=allowable strength design)
Parapet Wall: <3' Residential KZ=0.85, Kzt= 1.0,Kd=0.85
Design Calculations:
Velocity Pressure: q=0.00256*KZKZtKdV2
Velocity Pressure (,,It): q=0.00256(0.85)(1.0)(0.85)(170)2] = 53.45 psf
Velocity Pressure (ad): q=0.00256(0.85)(1.0)(0.85)(170* 0.6)2] =32.07 psf
Width of Pressure Coefficient: 0.1(32') = 3.2'
0.4(15') 6.0' } use: 3'6"
Effective Wind Area: <10ft2
For parapet height three feet(3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient: Internal Pressure Coefficient:
1) GCP1 = -1.0 1) GCP; = 0.18
2) GCP2 = -1.8
3) GCP3 = -2.8
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Page 2,4/26/16,Job Order#16-1336
All Area Roofing
w Anita Dixon Residence-Flat Non-Insulated Wood Roof Deck
3503 Sloan Road;Fort Pierce,FL:
Design Pressures Based on Vasd:
1) Field P1 = 32.07*[(-l.0)—(0.18)] =-37.8.psf
2) Perimeter P2 = 32.07*[(-1.8)—(0.18)] =-63.5 psf
3) Corners P3 = 32.07*[(-2.8)—(0.18)] = -95.6 psf
Attachment Requirements Per RAS-117:
Based on the requirements of N.O.A. #14-0224.03,pg 12 of 16, System Type E(l), with a
maximum design pressure of -52.5psf; the following are our recommended fastening
patterns to attach the proposed base sheet to the wood (non-insulated) 19/32" or greater
plywood or wood plank deck utilizing approved 11 ga. annular ring shank nails and
approved tin caps:
Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c.
Perimeter: 6" o.c. @ 4" laps and 3 staggered rows 6" o.c.
Corners: 6" o.c. @ 4" laps and 5 staggered rows 6" o.c.
Notes: Corners and perimeter area dimension shall not be less than a=3'6"
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 2014 Edition.
Wind load calculations based on ASCE 7-10, FBC 2014 and information
provided by client. Client is responsible for verifying existing conditions 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,
Mark A. Mesiano,P.E.- -
Florida Engineering& Testing;Inc.
Florida Reg.No:48 02,
Certificate oiAuthorization.No. 6923