HomeMy WebLinkAboutCARPORT PLANSTRI-COUNTY ALUMIYUM INC.
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Desig%-Chapter-20 Aluminum, and Chapter23 Wood.
2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of
Aluminum Design Manual prepared by The Aluminum Association. and the AAF
Guide to Aluminum Construction in FEgh Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 30 PSF per 6th Edition (2017) Florida Building Code, Appendiz 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, Figme 1609.3(3), State of Florida Debris Region &Basic
Wind Speed, Section 1609.3.1 and Table 16093.1 Equivalent Basic Wind Spy
Vucr= 150 M[M V�-= 116 MPH, as required by torn( jurisdiction
33. 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 Tvce I -
Patio Cover / Screen Room: Non -Habitable. Unconditioned
Room
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida ProductPanel. Florida Product Approval Number FL (8464-R1Number F L 18464-RI.
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) FloridaBugding 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, I.I.C.
3. Screen Material: Design based on 19114. Any other material must be approved.
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 orbettef zinc
plated to ASTM B633, or coated staidess steel series "300", or uncoated stainless
steel series "400".
5. All Self Mating Beam Sections are to be stitched with either N14 screws 6" from ends
and 24" center to center or N12 screws 6" from ends and 12" center to center.
6. Where concrete specifications are requir 4 whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specification 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 314" max - ASTM C 33
iu. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shag conform to:
I. Reinfmcing Bars- ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
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, Paris 1, 2, and 3 including hot weather recommendation.
e. Moist cure or polyethylene curing permitted.
E 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 shag be coated with a
bituminous paint a 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.
P
_ST.-LUCIE COUI
REVIEWED FOR
REVIEWED BY_
PLANS AND
SITE OR NO
- 1 -17
KEPT ON JOB
WILL BE MADE
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
FILE CO
THESE PLANS AND ALL PROPOSED WUh
ARE Y CORRECTIONS
REQUIRED EBYFIE DCT TO rINSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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DATE DRAWN
08/13/18
SHEET NO:
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DATE DRAWN
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08/13/18
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