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CONTRACTOR: TRI-COUNTY - ''MINUNL INC.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specttically 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 ofthe
Aluminum Design Manual prepared by The Aluminum Association. and the AAF
Guide to Aluminum Coustmcdon in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
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. Ultimate Design Wind Speed: Vwr= 150 MPH Nominal Design Wind Speed:
Wso =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
1. Roof Type: MONOSLOPE
1. RoofMatcrial: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Num bar FL 18464-RI.
Foundation Design
Existing concrete. No additional concrete foothm or slab Is 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 condition, free from structural
cracking, spelling, or other deterioration
Specifications
The following specifications are applicable to this project:
1. All work 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 scaled
authorization of Florida Aluminum Engineering, Inc.
3. Screen material shall be 18114 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 8633, or coated stainless steel series "300", or uncoated stainless
steel series "400'.
5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent
6. Ali 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.
7. 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,- ASTAI C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
ill. Air entraining +/-1%- ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
Ni. Other admixtures not permitted
b. Metal accessories shall conform to:
L Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric -ASTM A185
c. Concrete slump at discharge chute not Ices 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 hot weather 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 barier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
S. All flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPEED ATM^ 7XPOSURE HAVE
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TECHNOLOGY � INCIL'S WE13SITE
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