HomeMy WebLinkAboutBuilding PlansCONTRACTOR: South Florida Alum- Products, 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 ADM1 Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminum Constmction 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: VmT -150 hEPH. Nominal Design Wind
Speed: VAaD =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6; Category Type
- Screen Room: Non -Habitable Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" 0.024" American Metals Supply Riser Panel, Florida
Product Approval Number FL 16952-R2
Foundation Deli
WIND SPEED - - - EXPOSURE HAVE
BEEN DETER'1.D USING THE ADVANCED
TECHNOLOGY--CUUNCIL'S WEBSITE
AND GOGGLE EARTH.
New Type I 4" cone slab with fibermesh and poured w/ 2,500 PSI concrete.
Doweled & epoxy to existing slab with 121145 rebar (a) 24" o.e The foundations
are based on a minimdm soil bearing pressure of 1,500 pst.
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Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, O
and any other applicable local codes and regulations. I
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and J,
sealed 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 B633, or coated stainless steel series "300", or uncoated
stainless steel series "400".
5. Approved concrete screw anchors to be Simpson Titers -HD or equivalent
6. All 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. When 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,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining+/- 1%- ASTM C 260
iv. W ater reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric- ASTM A185
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 Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing pemdtted.
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 barrier.
h All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
8. 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.
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NOTES FOR ALL FOUNDATION TYPES:
SIDE INTO BEAM
DRAWN BY
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
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PRESSURE OF 1,500 PSF.
DATE DRAWN
2. THE SLAB/FOUNDATIONSHALL BECLEARED OFDEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC.
P
03/12/20
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEETA-7.
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4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
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S-Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
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SCALE: NTS
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SHEET NO:
A-3 SCALE: NTS
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