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Design Parameters SCALE. IaRMINA7E AT SLAB
NDIFF DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL1. BuildinOccOccupancy Ca ory Paragraph 1604.5 and Table 1604.5: Rlsk
Category I ut0 •yq O
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, t q 6
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3. Exposure Category, Paragraph 1609.4.3 : C ` I = 0
Applicable Codes, Regulation and Standards RECEIVED c cc
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1. The eth Edition (2017) Florida Building Code, specifically Chapter 16 Structural
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Design, Chapter 20 Aluminum, and Chapter 23 Wood. 4 • U LO o
2. AA ASM 35 and Specifications for Aluminum Structure, Pad 1-A of the AluminumDesign �p
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3. 201E Edition Manuel prepared by The Aluminum Association, Inc. Washington, D.C., �" `Uc18 C ILL tyr Perm(ttIrt9 0000�®JOOp�ppOYp�pp00�0��00
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General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all lowland regional ordinances. '
3. Any deviation from this plan shall be reviewed by the engineer of record and is /,
subject to approval. _ HOST
Specifications
The following specifications are applcable to this projects
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4" max-ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A815, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3' or more than 5.
Water added after botching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations.
1.5. Moist cure or polyethylene wring required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites In
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4AN1.4 W WF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
Zinc plate to ASTM B633, or stainless steel series'300%
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6' from
end 24' on center or #12 screws 6' from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor In the field.
7. When installing pavers over concrete slab or tooting which are supporting
aluminum members, such as continuous screen tracks or upright the anchom
must extend past the pavers and reach proper embedment into the underlying
foundation.
6. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shell be removed when wind speeds exceed 75mph
Foundation Deslan: Existing 8"xB" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing Is required to resist the loads imposed
by the proposed construction Ifthe existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
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