HomeMy WebLinkAboutCARPORT PAPERWORKCONTRACTOR: Master Craft Aluminum P7 +-.-ts
DESLGN CRITERIA:
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 mulATMMI—Speci rca�f it Alimrmum gttructures, Par[ F-A�of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF 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 & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vm.T =150 h1PH. Vmv =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover: Non -Habitable. Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 4S" x 0.024" composite panel Elite 2000, 1.09 density foam,
Florida Product Approval Number FL 7561-R4.
Foundation Design
Existing concrete slab. No additional concrete footing or slab is rep Bird 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 crueldnit, spallini, or other deterioration.
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 exinuions 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. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 orbetter
zinc plated to ASTM B633, or coated stainless steel series 0300", or uncoated
stainless steel series "400".
4. 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.
5. 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 3/4" max - ASTM C 33
iii. Air entraining+/- 1%- 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 A185
c. 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 come 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 over a polyethylene vaporbarrier.
IL All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
6. All flashing and weatherproofing shall be provided by the contractor.
7. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPEED ANP c' nOSURE HAVE
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REVISION
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WALL DETAIL
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S-KNEE BRACE CONNECTION DETAIL
SCALE: NTS
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SHEET NO:
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