HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: TRI-COUNTY ALUr,'7-7,nI, INC.
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manuel
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.
Wind Loads .. .
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1
and Table 1609.3.1 Equivalent Basic Wind Speed VOLT =150 MPH. VAM = 116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Pamgmph 2002.6: Category TYPE I -Screen Room /
Patio Cover. Non -Habitable, Unconditioned
Roof Loads
1. Dead Load: 2 PSF
2. Live Load: 20 PSF
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 0.024" x 3" x 12" Metals Building Products Steel Rhino Panel, Florida Product
Approval Number F1, 18464.
Foundation Deshm
Existing concrete. No additional concrete footine or slab is required to resist the loads imposed upon
the existing slab by the proposed construction if the esistinsi slab is a minimum of 4" thick and in
sound condition, free from stmetural crocldne, spallina, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Sth Edition (2014) Florida Building Code, and any other
applicable local codes and regulations.
2. Aluminum extrusions shag be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution
is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum
Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20120 Better View. Any other material must be approved
4. 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 1400".
5. 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.
6. Door location shall be determined by contractor in the field
7. 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:
L Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Airentraining+/-1%-ASTMC260
iv.Water 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
H. Welded wire fabric-ASTM A185
o. Concrete slump at discharge chute not less than 3" or more than 5". Water added after belching 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 ruing permitted.
f. 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.
It. All aluminum components embedded within concrete shall be coated with a bituminous paint or
epoxy.
8. 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 osmosalts, osmose k-33, wornansalts or celcure, as recommended for
the use condition. Pressure treated lumber shall be impregnated with a oca salt treatment in
accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark
1p-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 309 felt papa,10 aril
polyethylene sheet or equivalent material
9. Contractor shall provide Florida Product Approval information as to thaexaet window.being utilized for .
this project, including manufacturers specifications, and installation methods for anchoring the submitted
windows to alum members and specific size as indicated on A-1.
10. Contractor shall provide any additional backing and anchors as required by the window manufacturers
recommended procedures.
I I. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering
fee.
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ALUM RECEIVING CHANNEL
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REVISION
EACH SIDE OF BEAM & (7) i
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