HomeMy WebLinkAboutCARPORT PLANS, CONTRACTOR TRI-COUNTY ALUjo INC.
DESIGN CRITERIA:
Applicable Codes. Regulatlons, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood
Aluminum Design Manual prepared by The Aluminum Association and die AAF
Guide to Aluminum Construction in FEgh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I
Section 105 I
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(3),State of Florida Debris Region &Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed
Varr=t50111PH Vaso=116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type I -
Patio Cover / Screen Room: Nan -Habitable, Unconditioned
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 184"R1.
Foundation Design
Existing concrete. No additional concrete footing or slab is reached to resist the
loads imposed upon the existing slab by the proposed construction Ifthe existing
slab is a minimum of4" thick and In sound condition, free from structural
cracking, spalling, 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. Screen Material: Design based on 18/14 Screen Any other material most be approved
4. Fasteners are required to be corrosion resistant, minnnum SAE Grade 2 or better zinc
plated to ASTM 13633, or coated staidess steel series "300", ormscoated stainless
steel series'400".
5. All Self Mating Beam Sections are to be stitched with either k14 screws 6" from ends
and 24" center to center or 912 screws 6" from ends and 12• center to center.
6. Where concrete specifications are required, whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specifications am applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I,- ASTM C 150
ii. Aggregates - large Aggregate 3/4" max - ASIM C 33
tii. Airentmining+/-l%-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
E. Welded wire fabric - ASTM A185
Q. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after beaching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Pans 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing pertained.
f Prim 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.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All Hashing and weatherproofing shall be provided by the contractor.
S. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND SPEED AND EXPOSURE HAVE
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TECHNOLOGY COUNIMLEMEBSITE
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THESE PLANS AND ALL PROPOSED WORK
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COMPLY WITH ALL APPLICABLE CODES.
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09/10/2018
REVISION
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