HomeMy WebLinkAboutBuilding plansCONTRACTOR: Master Craft Aluminum
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluwnum, and Chapter 23 Wood
2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and
the Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vcrr = 160 MPH. Vas- = 124 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Category TYPE 2 - GLASS ROOM : Non -Habitable. Unconditioned
Roof Type
L Roof Type: EXISTING
2. Roof Material: EXISTING
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, spallinz or
other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) 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 20120 Better View. Any other material must be
approved.
4. Fasteners ere 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 914 screws 6" from ends and
24" center to center or k12 screws 6" from ends and 12" center to center.
6. Door location shall be detemnined 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 314" max- ASTM C 33
it. Airentmining+/-I%-ASTMC260
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 wine fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added
after botching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Pars 1, 2, and 3 includinghot 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 palm or epoxy.
8. All lumber and plywood shall have grade marks and treatrnent identification and Shall
conform to the following:
a. Framing lumber shall be minimum no. 2 souther yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, wommnsalts or cehcue, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with fs. tt-w-571 and bear the Airstream
Wood Preservatives Institute quality mark Ip-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 300 felt
paper, 10 mil polyethylene sheet or equivalent materiel.
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 barking and anchors as required by the window
manufacturers recommended procedures.
11. All glass panels within 24" ofa door opening shall be oftempered glass per
FBC-R308.4
12. All Flashing and weatherproofing shall be provided by the contractor.
13, Use ofthese plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEh'^ AND EXPOSURE HAVE
BEEN DET AINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
7'-0-
ALL ELECTRICAL TO BE
INSTALLED PER 5TH
EDITION (2014) FLORIDA
BUILDING CODE
BILE COP
EXISTING TRUSS
00 ROOF
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPOISIBILTTYOFTHE
t rr�1CONTRACTOR OF RECORD
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THME, PLANS AND ALL PROPOS D WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
F41AY BE NECESSARY IN ORDER TO
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DATE DRAWN
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