HomeMy WebLinkAboutCARPORT PLANSCONTRACTOR: TRI-COUNTY ALTM--NUM, INC.
DESIGN CRITERIA: ,
Applicable Codes, Regulafions, and Standards
1. The 6th Edition (2017)Florida Budding 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 I -A of die
Aluminum Design Manual prepared by The Aluminum Association. and the AAF
Guide to Alundnum Comtmcrion inEbgh 4Ytnd Areas. - — - - -
3:. ASC9-7-10.
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 Debts Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed
Vrar.= 15�Vasa=116MPH -
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: Catem,ry Type I -
Patio Cover / Screen Room: Nan -Habitable, Unconditioned
Roof e
I. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
Foundation Design
Existine concrete. No additional concrete famine or slab is required 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. Ali 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 sealed
authorization of Florida Aluminum Engineering, Inc.
3. Semen Material: Design based on 18/14 screen. Any other material must be approved,
4. Fasteners are required to be corrosion resistant, minimum SAE Gmdc 2 or better zinc
plated to ASTM B633, car coated stainless steel series "300% or uncoated stainless
steel series "400".
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 canter.
6. Where concrete specifications arc required, whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specifications are applicable:
a. Conerew 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 C33
iii. Aircntrainiug+/-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
u. 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 reepmmendatiom.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed ever a polyethylene vapor bank.
IL All aluminum components embedded within concrete shall be cooled with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
S. Door location shall be detemdned by contractor in the field
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engincering fee.
WIND SPEED AND FXPOSURE HAVE
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ST. LUCIE COUNTY BUILDING
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SNAP SECTIONS
2 x 2 Snap: 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 (SM 3)
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2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINDAUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 34'
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09/10/2018
3" x 3" POST
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REVISION
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DATE DRAWN
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