HomeMy WebLinkAboutPLANSCONTRACTOR: Master Craft Aluminum
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 61h Edition (2017) Florida Building Code, specifically Chapter 16 Stmenual Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 14 of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010
Edition and the Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Live Load: NIA
2. Dead Load: NIA
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 2.
3.2. Ultimate Design Wind Speed: Vm.T =160 MP Nominal Design Wind Speed: V- =
124 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure IS
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: NIA
2. Roof Material: N/A
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist the loads
Imposed by the proposed construction if the existing slab is a minimum 4" thickwith an
8" x 8" thickened slab edge and in sound condition, free from structural cracking,
strolling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Ali work shall be in accordance with the 6thEdition (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. 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'.
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and
24" center to center or #12 screvrs 6- from ends and 12" center to center.
5. Door location shall be determined by contractor in the field
6. Where concrete specifications are required, whether in the screen enclosure scope or no; by
one m 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
it. Aggregates - Large Aggregate 3/4" max - ASTM C 33
ifi. Air entraining +/- 1% -ASTMC260
iv. Water reducing agent- ASTM C 494
v. Clean Potable water
vi. Other admixtures notponni ted
b. Metal accessories shall conform to:
i. Reinforcing Bars- ASTM A615, grade 60
it. Welded wire fabric - ASTM At 85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added
after botching 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
£ 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 bander.
It. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a Framing lumber shall be minimum no. 2 southern yellowpine and have a
maximum moisture content of 15%
b. Pressure treatments shall be osmosalts, osmose k-33, womansaits or cetcure, as
recommended for the use condition, Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with fs. tt-w-571 and bear the American
Wood Preservatives Institute quality stark 1p-2.
c. Wan, Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d Aluminum members that are uncoated shag be separated from PT lumber by 30#
felt paper, 10 mil polyethylene sheet or equivalent material.
8. Contractor shall provide Florida Product Approval information as to the exact window
being utilized for Us project, including manufacturers specifications, andinstallatim
methods for anchoring the submitted windows to Aluminum members and specific at= as
indicated on A-1.
9. Contractor shall provide any additional backing (aluminum, wood etc-) and anchors as
required by the window manufacpuers recommended procedures.
10. All glass panels within 24' of a door opening shall be of tempered glass per
FBC-R308.4
11. AB flashing and weatherproofing shall be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit offiability not to exceed design
and engineering fec.
WIND SPEED ANII.FXPOSURE HAVE
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DATE DRAWN
07101 /19
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REVISION
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STRUCTURE DETAIL
A-2 SCALE: NTS
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