HomeMy WebLinkAboutPLANSCONTRACTOR: The Porch Facto*- .LLC
DESIGN CRITERIA:
1. The Sth 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 Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum 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, Figure 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VDLT =150 MPH. VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: ExposureD
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1- Screen Room: Non -Habitable, Unconditioned
Roof Type
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
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved
4. Fasteners are required to be corrosion resistant, minimum SAE Crude 2 or better
zinc plated to ASTM B633, or coated stainless steel series "300", 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. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from ends
and IT' 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
ii. Aggregates - Large Aggregate 3/4" max r ASTM C 33
iiL Air entraining +/- 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
ii. 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 hotweather
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 barrier.
h. 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. 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.
WIND SPEED AND EXPOSURE HAVE
BEEN DIT ";MINED USING THE ADVANCED
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EXISTING COVERED
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SCANNED
st. Lucie County
CONCEALED FASTENERS ORATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
TFIESM PLANS AND ALL PROPOSED WORIrC
ARE SUBJECT TO ANY I ORRECTIONS
REQUIRED BY FIELD INSr ECT6PS T"rr�j
, MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPIZAI3LE CODES,
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPL49922
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DATE
MUST BE KEPT ON JOB OR
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DATE DRAWN
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DATE DRAWN
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