HomeMy WebLinkAboutCARPORT PLAN92NTILWMR: TRI-COUNTY ALUMINUM, INC.
DESIGN CRrrERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMl Specifications for Aluminum Structures, Part 1-A of the
Guide to Aluminum Construction in High Wind Areas.
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(3), State of Florida Debris Region & Beam
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind S,
Vm.*=150 MPR Vasa= 116 MPH as required by local Jurisdiction
3.3. Exposure Caegory, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category fur Aluminum Structures, Section 2002.6: Category Tvpe 1-
Patio Cover: Non -Ha bitable. Unconditioned
Scope of Wark:
Does not include analysis of existing structure.
Roof Type
1. Roof Type: MONOSLOPE/ GABLE
2. Roof Material: 3" x 12" x 0.619^ Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
Foundation Design
Existing concrete slab. No additional conaete footing or slab is required to resist
the loads Imposed upon the existing slab by the proposed construction if the
existing slab is a minimum of 4- thick and in sound condition, free from structural
cracking, spallmg, or other detertmatton.
Specifications
The fallowing 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 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and scaled
maluniration of Florida Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14. Any other material must be approved.
4. Fasteners we required to be corrosion resistant, minimum SAE Guide 2 or better zinc
plated to ASTM B633, or coated stainless steel aeries-"300", or uncoated stainless
steel series "400".
5. All Seif Mating Beam Sections are to be stitched with either #14 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 are applicable:
a. Concrete shall conform to ASTM C94 for the following components: -
i. Portland Cement Type 1,- ASTM C 150
u. Aggregates - large Aggregate 3/4" max - ASTM C 33
ui. Air entraining +A I % - ASTM C 260
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
ii. Welded wire fabric - ASTM Al85
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 cancrew per American Concrete Institute Manual of
Standard Practice, Paris 1, 2, and 3 including hot weather recommendations.
e. Moist clue or polyethylene curing permitted.
f Prior to placing concrete, treat the entire subsurface area fortermilm 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 flashing and weatherproofing shall be provided by the contractor.
8. Dom location shag be determined by contractor in the field.
9. Use ofthese plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
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