HomeMy WebLinkAboutENGINEERINGEONTRACTOR: TRI-COUNTY ALL UM, 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 ADMI. 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 Fligh 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 Sp
V— =150 MPH, VA- = 116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Tvpe 1 -
Patio Cover: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
Foundation Design
Existine concrete. No additional concrete footing or slab is reouired to resist the
loads imposed upon the existing slab by the proposed construction if the existing
slab Is a minimum of 4" thick 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 TS 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. 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 900", 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 #12 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 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 Al85
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 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. Use -of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND SPEED AND FvDf)SURE HAVE
BEEN DETEIZIMINE] ING THE ADVANCED
TECHNOLOGY COL2r..tL'S WEBSITE
AND GOOGLE EARTH.
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BY
St. l ude County
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS y
REORED UY RELD It411OI ECTORS TUT
MAY DE-WECESSARY IN ORDER TO
COMPvt WITH ALL APPLICA. 1 CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSINUiY OF THE
CO AAOTOR OF RECORD
-06(3
ST. LUCIE COUNTY
BUILDING DIVISION '
REVIEWED
FOR COMPLIA E
REVIEWED BY
DATE 1
PLANS AND PER IT
MUST BE KEPT ON JOB OR
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REVISION
2
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REVISION
S'4 HINO PANEL
TO RIDGE BEAM CONNECTION
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1 -
S-B BEAM TO BEAM ATTACHMENT
A-3 SCALE: NTS
A 3
SCALE: NTS
S-5 KNEE BRACE CONNECTION DETAIL
2 -
A-3 SCALE: NTS
SHEET NO: