HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Alumi'
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 Construction 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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VuLr =150 MPH, V- =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Patio Cover: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 # density
foam, Florida Product Approval Number FL 7561-114.
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"
thick with an 8" x 8" thickened slab edge and in sound condition, free from
structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (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 Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
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. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
ends and 24" center to center or 412 screws 6" from ends and 12" center to center.
6. Where 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 I, ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- I% - ASTM C 260
iv. Water 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 Al85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after batching 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 permitted.
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.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND SPEEZ '---) EXPOSURE HAVE
BEEN DETEI, QED USING THE ADVANCED
TECHNOLOGY WUNCIL'S WEBSTI•E
AND GOOGLE EARTH.
THESE PLAN'S AND All PROPOSED 1+'JORK
ARE SUS.IECT TO ANY CORRECT T IONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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REVISION
1 -
17 SHEET NO:
A-1
ALUMINUM MEMBERS DLMFN' JS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1 x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2x4SMB: 2"x4"x0.044"x0.100"
2x5 SMB: 2" x 5" x 0.050" x 0. 100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SMB: 2"xT'x0.05T'x0.120"
2x8 SUB: 2"x8"x0.072"x0.124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
M NIMIJM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SUaSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SW):
ITW / BUILDEX OR EQUIVALENT
3" x 3" x 0.093'
2"x2"xWx 1/8"ALUM ANGLE
EACH SIDE OF UPRIGHT
W/ (1) 3/8" DIA. x 3" CONCRETE
ANCHORS INTO CONCRETE
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B 3" x 3" POST TO DECK CONNECTION DETAILS
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01/09/18
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REVISION
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Q1 -
S-1 COMP. ROOF TO POST 4TH WALL DETAIL
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A-2 SCALE: NTS
S-2 KNEE BRACE CONNECTION DETAIL
SCALE: NTS
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