HomeMy WebLinkAboutConstruction PlansCONTRACTOR: Southern Screen Solutions Inc.
DESIGN. CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 6thEditioa (2017)Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association. and the AAF
Guide to Aluminum Construction 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: Vocr =150 MPH Nominal Design Wind Speed:
V.tea =116 MPH.
3.3. Exposure Category, Section 1609.43: Exposure B
3.4. Somen Enclosure Secfion2002A
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover: Non -Habitable, Unconditioned
RoofType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x t2" 0.030" American Metals Supply Riser Panel, Florida
Product Approval Number FL 16952-R2
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 speeific written, signed and
sealed authorization of Florida Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc
plated to ASTMB633, or coated stainless steel series 1300", or uncoated stainless
steel series "400".
4. Approved concrete screw anchors to be Simpson Trten-i]D or equivalent
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends
and 24" eetuerto center or 912 screws 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 specifications are applicable:
a Concrete shall confomr to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTMC 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
id. Au entraining+/-1%-ASIMC260
iv. Water reducing agent- ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
It. Metal accessories shall conformto:
i. Reinforcing Bars - ASIMA615, grade 60
H. Welded wire fabric - ASTM A1S5
c. Concrete slump at discharge chute not less than 3" or mom than 5". Water
added after batching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weatherrecemmendations.
e. Moist cure or polyethylene curing permitted.
f. Prier to placing ooncretq treat the entire subsurface areafm termites in
compliance with the FBC.
g. Concrete shall be placed over apeiyethylene vaporbanier.
IL All alundnuen components embedded within concrete shag be coated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
S. Use of these plans acknowledges and accepts a limit of liability nut to exceed design
and engineering fee.
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01 /27/20
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REVISION
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