HomeMy WebLinkAboutPLANSCOINTRACTOR: TRI-COUNTY ALUMINI' - `_NC.
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, Pan 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, and the AAF
-Guide to Aluminum Constmctionin'fhgh'Wind-Are .
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), Slam of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table.1609.3.1 Equivalent Basic Wind Sp
Vm.r=150 AIM Wsn= 116 MPH as required by local Jurisdiction
3.3. Exposure Category, Section 1609.4.3: Exposure
3.4. Screen Enclosure Section 2002.4
4. Budding Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Patio Cover: Non-Halatehie. Unconditioned
Scope of Work:
Does not include analysis of existing structure.
RoofTvpe
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
Existing concrete slab. No additional concrete footing or slab is required 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, spelling, or other deterioration.
Specifications
The following specifications are applicable in Us project:
1. All work shall be in accordance with the 6111Edition (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 Sunwast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18114. Any other material must be approved.
4. Fasteners are required to be corrosion resistant, minimum SAE Crmde 2 or better zinc
plated to ASTM B633, or coated staidess steel series "300", or contacted 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" ceder 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:
L 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. Water reducing agent - ASTM C 494
v. CleanPoable water
vi. Other admixtures not permitted
b. Metal accessories shall confurm to:
i. Reinforcing Bars - ASTMA615, grade 60
ii. Welded Mm fabric - ASTM A185
a Concrete slump at discharge chute not less than 3" or mom than 5". Water
added after belching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Pans 1, 2, and 3 including hot weatherrecommendations.
e. Moist cure or polyethylene curing permitted.
f Prior to placing concrete, beat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylenevapor 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.
S. 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.
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