HomeMy WebLinkAboutPLANSCONTRACTOR: TRI-COUNTY ALUP; M- INC.
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 61h 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, Pad 1-A of the Aluminum Design Manual prepared by
The Aluminum Association. and the AAF Guide to Aluminum
Construction in Idigh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. live Load: 30 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: Wear = 150 MPH. van
= 116 MPH
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:
Category Type 1 - Patio Cover / Screen Room: Non -Habitable,
Unconditioned
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products
Steel Rhino Panel. Florida Product Anuroval Number FL
18464-R1
Foundation Design
Existing concrete. No additional concrete footing or slab 15
required 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 mndltion, free from structural cracking, spatting, or
other deterioration.
Specifications
The following specifications are applicable to this pmjmC
1. All wmk 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. Screen material shall be 18/14 screen ualess approved by Florida
Aluminum Engineering, Inc.
4. Fasteners are required to be corrosion resistant, minimum SAE
Grade 2 or better zinc plated to ASTM B633, or mated stainless steel
series "300", m unmated 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 H12 screws 6° from
ends and 12" center to center.
6. Where concrete specifications are requited, 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 314" max - ASTM C 33
iii. Airmtmining+/.l%-ASTMC260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
Ni. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars-ASTMA615,gmde60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more
than 5". Water added after batcWng 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 core or polyethylene curing permitted
f Prior to placing concrete, treat the entire subsurface areafar
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
IL 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.
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