HomeMy WebLinkAboutengineeringCONTRACTOR: Treasure Coast Aluminup,3products
DESIGN CRITERIA: 7
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 ADMI Specifications for Aluminum Structures, Part
I -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 Brdiding Code,
Appendix I Section 105.1
2. Dead Load: 2 PSF
Section 1604.5 and Table 1604.5:
3.2. Ultimate Design Wind Speed: VuiT =150 MPH Nominal Design
Wind Speed: Vwsn =116 MPIL
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
Building Category for Aluminum Structures, Section 2002.6: Category
The following specifications me applicable to this project: 1
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 shalt be 6005 T5 Alloy. Due to quality control
issues, no manufacturer substitution is acceptable without the speck
written, signed and sealed authorization of Florida Aluminum Engineering,
Inc.
3. 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 "400".
4. All Self Mating Seam 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 specification,
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. W ater reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bus - 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 batching 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 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 vapor battier.
h. All aluminum components embedded within concrete shall be
coated with a bituminous paint in 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 AND EXP RURE HAVE
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TECHNOLOGY COUNCIL'S WEBSITE
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DATE DRAWN
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REVISION
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