HomeMy WebLinkAboutPLANSCONTRACTOR: TRI-COUNTY ALUMI. 14INC.
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter
16 SW ctural 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 Gldde to Aluminum
Construction in Fbgh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code,
Appendix I Sectlon 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5and 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: Vm.T =150 MPH V.+so
= 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
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x IV x 0.019" Four Seasons Building Products
Steel Rldno Panel, Florida Product AODroval Number FL
18464-R1
Foundation Resign
Existing concrete. No additional concrete footing or slab is
required to resist the loads Ira posed upon the existing slab by the
proposed construction if the existing slab is a minimum of4" thick
and in sound condition, free from structural cracking. spoiling. or
other deterioration
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6111 Edition (2017) Florida
Building Code, and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality mutual
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 unless approved by Florida
Aluminum Engineering, Inc.
4. Fasteners are required to be corrosion resismn4 minimum SAE
Grade 2 or bolter zinc plated to ASTM B633, or mated stainless steel
series "300", or uncoated stainless steel series "400".
5. AR Self Mating Beam Sections are to be stitched with either 914
screws 6" from ends and 24" center to center or #12 mews 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 more regulatory agency, the
following specificatiom 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
i6. Airmtraining+/-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 Data - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al95
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 Infirm:
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. Moist cute or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for
tcmtites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
It All aluminum components embedded within concrete shah
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 ED: '01�-coals
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