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Applicable Codex Regulations, and Standards
1. The 611a Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and
the Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section
105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5; Risk Category 1.
3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida lebrisRegion&Basic Wind
Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vera = 160
-MPH = 124 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
RoofType
1. Roof Type; Gable
2. Roof Material: Existing 3" Structall Composite Panel.
Foundation Design
Existing roncrete slab. No additional concrete footing or slab is remdred to resist the
loads Imposed upon the existing slab by the proposed construction if the existing slab Is a
minimum pro" thick and in sound condition. free from structural cracking. stallion. or
other deterioration
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Florida Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant; minimum SAE Grade 2 or better zinc prated
to ASTM B633, or coated stainless steel series "300, or uncoated stainless steel series
"400".
4. All Selflsfating Beam Sections are m be stitched with either #14 screws 6" from ends and
24" center to censer or #12 screws 6" from ends and 12" center to center.
5. Door location shall be determined by contractor in the field.
6: 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 314" max - ASTM C 33
HL AG entraining +1-1%-ASTMC 260
iv. Water reducing agent- ASTMC 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" ormore than 5". Water added
after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Prmticq Parts 1, 2, and 3 including hot weather recmmnendations.
e. Moist core or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in compliance
with the NBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 15%
b. Pressure treatments shall be osmoxalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cea salt treatment in accordance with fs. tt-w-571 and bear the American
Wood Preservatives Institute quality mark Ip-2
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
8. Contractor shall provide Florida Product Approval information as In the exact window being
utilized for dais project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to Aluminum members and specific sins as indicated on
A-1.
9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures.
10. All glass panels within 24" of a door opening shall be oftempcmd glass per
FBC-R308.4
11. All flashing and weatherpmofrng shall be provided by the contractor.
12. 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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COMPONENTS &CLADDING
DESIGN PRESSURES FOR WINDOWS / DOORS:
+30.4 PSF / -40.7 PSF
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SCANNED
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03/22/19
SHEET NO:
A-1