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DATE: 7/30/15 JOB ORDER#: 15-2456
CLIENT: All Area Roofing
ADDRESS: 3921 S.US Highway 1 Fort Pierce,Florida 34982
PROJECT: Lawrence Residence Flat Non-Insulated Wood Deck
ADDRESS: 6501 Santa Clara Blvd. Fort Pierce,Florida
FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Height= 15' Exposure: C Basic/Ultimate Wind Speed: Vuit=170 mph
Length= 27' Category: H Nominal Wind Speed: V.d=Vuit*40.6
Width= 13' Slope: <7° (asd=allowable strength design)
Parapet Wall: <3' Residential KZ=0.85,Kzt= 1.0, Kd=0.85
Design Calculations:
Velocity Pressure: q= 0.00256*KZKaKdV2
Velocity Pressure („it): q=0.00256(0.85)(1.0)(0.85)(170)2] =53.45 psf
Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(170*x0.6)2] =32.07 psf
Width of Pressure Coefficient: 0.1(13') = 1.3'
0.4(15') = 6.0' } use: 3'0"
Effective Wind Area: <10A2
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) GCPi = 0.18
2) GCP2 = -1.8
3) GCP3 = -2.8
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Page 2,7/30/15,Job Order#15-2456
• All Area Roofing F1,01VIPA
Lawrence Residence-Flat Non-Insulated Wood Deck
6501 Santa Clara Blvd.; Fort Pierce,FL:
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Design Pressures Based on Vasd:
1) Field P1 = 32.07*[(-1.0)—(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, System Type E(1),pg 12 of 16,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) 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: 8" o.c. @ 4" laps and 4 staggered rows 8" 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=3'0"
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.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Sincerely,
Reza idan,P.E.
Florida Engineering&Testing, Inc.
Florida Reg.No. 60223
Certificate of Authorization No. 6923