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The 6th Edition (2017) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Pan
1-A of the Aluminum Design Manual prepared by The Aluminum
Association. and the AAF Guide to Aluminum Construction in High Wind
Areas.
ASCE 7-10.
Live Load: 10 PSF per 6th Edition (2017) Florida Building Code,
Appendix I Section 105.1
Dead Lead: 2 PSF
Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
3.2. Ultimate Design Wind Speed: Vacs =150 MPH. Nominal Design Wind
Speed: VmD —116 MPIL
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
Building Category for Aluminum Structures, Section 2002.6: Category Type
1 - Patio Cover: Non-Habltabla Unconditioned
to following specifications are applicable to this project:
All work shall be in accordance with the 6th Edition (2017) Florida Building
Code, and any other applicable local codes and regulations.
Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,
no manufacturer substitution is acceptable without the speck written, signed
and sealed authorization of Florida Aluminum Engineering, Inc.
Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or
better zinc plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
Approved concrete screw anchors to be Simpson Tden.HD or equivalent.
All Self Mating Beam Sections are to be stitched with either #14 'screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12" center
to center.
Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,. ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining+/- 1%- ASTM C 260
iv. W ater reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual
of Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
C Prior to placing concrete, treat the entire subsurface area for termites
in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy.
All flashing and weatherproof -mg shall he provided by the contractor.
Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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DATE DRAWN
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SHEET NO:
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ALUMINUM MEMBERS DIMENSIONS
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2x3:
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2" x 2" x 0.045"
2 x 3 Snap:
2" x 3"x 0.050"
2 x 4 Snap:
2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB:
2" x 4" x 0.044"x 0.100"
2 x 5 SMB:
2" x 5" x 0.050"x 0.100"
2x6SMB:
2"x6"x 0.050"x 0.120"
2X7SMB:
2" x T'x 0.05T'x 0.120"
2 x 8 SMB:
2" x 8" x 0.072"x 0.IM'
2 x 9 SMB:
2" x 9" x 0.072"x 0.124"
2 x 10 SMB:
2" x I0" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 12"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
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DATE DRAWN
04/29/20
REVISION
SHEETNO
A2