HomeMy WebLinkAbout2102-0242 - Compaction Test Comment.pdfDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
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,
VuLT= 150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-16
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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
1.1.4. 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:
1.2.1. 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 batching 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 recommendation:
1.5. Moist cure or polyethylene curing 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 E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 WWF.
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 and PFB 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 and FBC 454.1.3.1.9.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. 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 shall be removed when wind speeds exceed 75mph
Foundation Design: New 8"x8" (1 #5 bar Cont.) thickened edge, 4" monolithic sle
Concrete shall be a minimum 2,500 psi FIBERCRETE. Reber 31" lap splice. Use 3"
chairs. Per current edition of the FBC R401.4.1 or FBC 1806.2, soils testing is not
required for design using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
Composite 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
OTHER SELF MATING BEAMS
2x2: 71x7'x 0.046"
2x4 SMB: 7'x4"z0.044"x 0.100"
3.75 PFB: 7'x 3.75'z 0.050'
2x3: 21x 3"x 0.050"
2x55MB: 2'x 5"x 0.050"x 0.100"
5.75 PFB: 7'x 5.75"x 0.055"
2z4: 7'x4"x 0.050"
2z6SMB: 7'x 6"x 0.050"x 0.120"
COLUMNS
2x 5: 7'x 5"x 0.050"
2x7SMB: 7'x7"x 0.057"x 0.120"
3x3: 3"x3"x0.125"
2x8SMB: 2"z8"x0o72"x0.124"
4x4: 4"x4"x O.125"
OPEN BACK SECTIONS
2x9SMB: 2"z9"x 0.072"x 0.124"
6x6: 6"x6"x0.125"
1.2: 1"x2"x0.040"
2x10SMB: 2"x10"z0.092"z0.398"
1 x 3: 1" z 3" x 0045"
MINIMUM FASTENER EDGE DISTANCE*
11, KB: KNEE BRACE
SNAP SECTIONS
MINIMUM FASTENER SPACING: 3/4" RC: REC. CHANNE
2 x 2 Snap: 2" x Y" x 0.D45"
CONCRETE SCREW ANCHOR : SHEET MATEL SCREWS (SMS) :
2 x 3 Snap: 2" a 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
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NOTES:
1. CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED. WELL GRADED CLEAN SAND PILL
2. CONCRETE SHALL BE PROPERLY AND AOEOUATELY CONSOLIDATED TO REMOVE ALL VOIDS IN BLOCK
CELLS AND AROUND REINFORCEMENT.
3. REBAR SHALL HAVE A 31' LAP SPLICE. USE 3' CHAIRS TO MAINTAIN 3" CLEARANCE FROM THE SOB.
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CORE PANEL ROOF. MINIMUM SLOPE
OF 1/4" PER FOOT, OR AS SHOWN IN
DIMENSIONS. (Roof. FL7561.1)
ALUMINUM COIL KICKPLATE.
FASTEN WITH #12 x 3/4" SMS @
12" O.C. INTO EACH MEMBER.
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