HomeMy WebLinkAboutEngineering 10200 South Ocean Dr.
Unit#109
Jensen Beach, FL ``"'"`
This modification only has been designed in accordance with the requirements of the
2014 Florida Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.1.
The following wind load requirements, in accordance with 2014 Florida Building Code,
Fifth Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10
were employed in the design of the structure:
Ultimate Design Wind Speed(V„it): 160 MPH ".CNCEALED FASTENERS OR ATTACHMEM
3-Second Gust Wind Speed(Vasa): 124 MPH ARE THE RESPONSIU fiY OF THE
Risk Category: II '
Wind Exposure Category: D
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
• Walls=+34.6/-40.1 PSF
• Roof= Existing
THESE PLANS ANID ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
P MAY.B NECESSARY414ORDER-TO .
COMMITH ALL APPLICABLE CODES.
ST.LUT IE COUNT R--`li -PI DIVISION
REVIEWED FOR C 1IPLIANCE
DATE
FLANS AND PERADT MUST BE KEPT ON JOB
OR NO INSPECT10i-4 WILL BE nLADE.
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite# 1060
Longwood, FL 32779
FL P.E. License# 35816
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10200 S. Ocean Dr. - Unit#109
Jensen Beach, FL .
WIND LOADS ON EXTERIOR OPENINGS
OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF LOAD PER LIN.
AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT FT. OF BU.
(Ft.2) (Lbs.) (PSF) (PSF) (In.) (LB. per FT.)
Window T-6 3/4"x 6-2 1/2" 22.1 1,053 36.3 47.6 191.75 66
Door 3'-0"x 6'-8" 20.0 953 36.3 47.6 196.00 58
1.) For exterior windows, use 1x4 P.T. buck on jambs and head.
2.) For exterior doors, use 2x4 (Min.) P.T. buck on jambs and head.
3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads.
4.) Provide enough fasteners of type used to equal or exceed stated loads on table.
Fasteners are required no closer than 2" or more than 4"from ends and spaced •
equal in distance along balance of buck.
** Minimum fasteners for top buck is 2.
** Minimum fasteners for side buck is 3.
Approved Fasteners:
3/16 Tapcon with 1 3/" penetration =230 lb. of holding power.
%"Tapcon with 2" penetration = 380 lb. of holding power.
See manufacturers specification for required fasteners to attach garage door,entry doors, patio doors and
windows to building. Note: Garage door"bucks"shall be attached to studs with 3/8"x4" lag bolts. Spaced
each 24"o.c.with minimum of 3 bolts.
Davis&Cleaton Engineering,Inc. •
260 Wekiva Springs Rd.,Suite 1060
Longwood,FL 32779
Ph.#407-539-2353 �
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Lic.#35816
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Date:
2/22/17
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NOTES: 1 Ql 1
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