HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Aluminum
DESIGN CRITERIA:
The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
AA ASM 35 and AA ADM] 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.
ASCE 7-10.
Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section
105.1
Dead Load: 2 PSF
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:
VvLT =150 NWH VAS = 116 MP as required by Local Jurisdiction
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Wood
Shed: Non -Habitable, Unconditioned
analysis of existing structure.
Roof Type: EXISTING
Roof Material: EXISTING
or
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. 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 912 screws 6" from ends and 12" center to center.
6. Door location shall be determined by contractor in the field.
7. 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. 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.
8. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a
maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
Wood Preservatives Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30#
felt paper, 10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window
being utilized for this project, including manufacturers specifications, and installation
methods for anchoring the submitted_windows _to Aluminum members and specific sizes
as indicated on A-1.
10. Contractor shall provide any additional backing and anchors as required by the
window manufacturers recommended procedures.
11. All glass panels within 24" of a door opening shall be of tempered glass per
RECEIVED
AUG 10 2018
ST, Lucie County, Permitting
SCANNED
By
St. LOB COU0,
MIN. (2) 2X4 STUDS
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2X7 SMB
4TH WALL
EXISTING
EXISTING
2X4 ® EXISTING
12" O.C. ALUMINUM
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CAR PORT
SCREEN ROOM
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15'-6"
13'-0"
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07/03/18
REVISION
SHEET NO:
2. All flashing and weatherproofing shall be provided by the contractor.
3. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.