HomeMy WebLinkAboutPLANSCONTRACTOR: TRI-COUNTY ALUA----K INC.
DESIGN 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 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association and the AAF
Glide to Aluminum Construction in Ffigh Wind Areas.
3. ASCE 7-10.
Loading Criterla
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 ofFlorida Debris Region &Basic
Wind Speed, Section 1609.3.1 and Table 16093.1 Equivalent Basic Wind Sp
Vrar = 150 MPH. Vas- = 116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Sewers Enclosure Section2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type I -
Patio Cover / Screen Room: Non -Habitable, Unconditioned
Roof Tvpe
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
Foundation Design
Existing concrete. No additional concrete footing or slab is reouired to resist the
loads Imposed upon the existing slab by the proposed construction iflhe existing
slab is a minimum of4" thick and In sound condition, free from structural
cracking, spelling, or other deterioration.
The following specifications are applicable to this project:
1. Ali walk 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 speck wrigaa, signed and sealed
aulhori>ation of Florida Aluminum, Engineering, Inc.
3. Screen material shall be 19/14 screen unless 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 coated stainless steel series -300", or uncoated stainless
steel series "400".
5. All Self Mating Beam Sections are to be stitched with either M14 screws 6" from ends
and 24" center to center or 912 screws 6" from ends and 12" center m center.
6. Where concrete specifications are required, whether in the screen enclosure scope en
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 - ASTMC 33
iti. Air entrdning+/-1%-ASTMC260
iv.Waterreducing agent- ASTM C 494
v. Clean Potable water
vi. Other admixtures not pertained
b. Metal accessories shall conform to:
I. Reinforcing Bass- ASTM A615, grade 60
ii. Welded wire fabric - ASTM A195
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 Luting, Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist core or polyethylene curing pemdtted
f Prior to placing conerete, treat the entire subsurface areafer 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. Ali flashing and weatherproofing shall be provided by the contractor.
S. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit ofliability not to exceed design
and engineering fco.
WIND SPEED AND EY,P^°URE HAVE
BEEN DETERMINED'G THE ADVANCED
TECHNOLOGY COUI:'...:,'S WEBSITE
AND GOOGLE EARTH.
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REVISION
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