HomeMy WebLinkAboutPLANSCONTRACTOR: The Porch Fact- - LLC
DESIGN CRITERIA:
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Mutual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide tGAlurnimon Construction in high
wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604-5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vm;T = 150 �MPH VmD = 116 MTH
3. Exposure Category, Paragraph 1609A.3: Exposure D
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1 - Screen Room: Non-Habitablc� Unconditioned
RoofType
1. Roof Type: EXISTING
2. Roof Material: EXISTING
specifications
The following specifications are applicable to this project
1. All work shall be in accordance with the 5th Edition (2014) 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
manufachtrer substitution is acceptable without the specific written, signed and
scaled authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better Vim. Any other material
must be approved.
4. Fasteners are required to be corrosion rcsistanl� minimum SAE Grade 2 or better
zinc plated to ASTM B633, or 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 4 12 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 mom regulatory agency, the following specifications am
applicable:
a. Concrete shall conform to ASTM C94 fiarthe following components:
i. Portland Cement Type 1, ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
HL Airenoraining+/-I%-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
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or mom than 5". Watei
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 cane or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface arcut for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
It. 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 contrnCtOr.
8. 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.
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