HomeMy WebLinkAboutPLANSNOTE: THIS DRAWING', -<IR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
:Dhsign Parameters; SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1504.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. i--9'�•�
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VUET= 160 MPH
Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The 61h Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Pad 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
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.
Specifications
The following specifications are applicable 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
1.1A. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.21. Reinforcing Bars -ASTM A615, 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 hatching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hotweather recommendatiom
I.S. 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. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within Concrete shall be coated with:
bituminous paint or epoxy. -
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 sedes "300".
4. All Self Mating Beam Sections are to be stitched with either 914 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
S. 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 footing which are supporling
aluminum members, such as continuous screen tracks or upright, the pavers mus
be bonded to the wncrete with an epoxy, thinset, or 3,000.PSI grout to ensure ful
positive Contact with Concrete.
8. All gashing 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 shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thickend Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposer
by the proposed wnsbuction R the existing footing is in sound Condition, free from
structural Cracking, spelling, or other deterioration.
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IN EACHE EACH
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PLAN FOR WITH d12 x IAW SMS TYPICAL AT 24' O.C. MAX ® W FROM BOTTOM
AND 24' O.C.
RC-4 CARRIER BEAM TO COLUMN CONNECTION
A-2 SCALE:NTS
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COMPOSITE ROOF PANEL
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A_3 SCALE:NTS
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EACH SIDE
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