HomeMy WebLinkAboutPLANSCONTRACTOR: Jensen Beach Alurninurn
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter20
Aluminum, and Chaptu23 Wood
2. AA ASM 35 and Specifications for Aluminum Structures, Pan 1-A ofthe AluminuncDesiga
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition
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, Stara of Florida Debris Region & Basic Wind Speed,
Paragraph 16093.1 and Table 1609.3.1 Equivalent Basic What Speed:
Roofllmrpe
1. Roof Type: EXISTING
RoofMamrial: EXISTING
The following specifications are applicable to this project
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other
applicable local codes and regulations
2. The minimum wall thickness of aluminum exmmsions shall be in accordance with the Florida
Building Code, 2010 Edition and the 2005 Edition ofthe Aluminum Association Manual,
but not less than 0.040 inches.
3. 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 Sutcoast Aluminum Engineering, LLC.
4. Screen Material: Design based on 18/14 or20120 Better View. Any other material must be
approved
5. Fasteners are required to be SAE Grade 5 or better zinc plated
6. All Self Mating Beam Sections are to be stitched with either 914 screws 6" from ends and
24" center to center orIt12 screws 6" from ends and 12" center to center.
7. Door location shall be determined by contractor in the field
8. Where concrete specifications are required, whether in the screen enclosure scope or not by
one or more regulatory agency, the following specifications are applicable:
n 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
ill. Airennaining+/-l%-ASTMC260
iv.Water reducing agent -ASTM C 494
v. Clean Potable water
vL Other admixturesnot permitted
b. Metal accessories shall conform to:
L Reinforcing Bars- ASTM A615, grade 60
iL Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" ormore than Y" Wateradded
after benching 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 core or polyethylene cuing permitted
f Prior to placing concrete, treat the=tire subsurface area for termites in compliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
It. AD aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
9. The minimum nominal thickness of protector panels (ldckplenes) shall be an industry
standard of0.024 inches
10. 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 southemyellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womnnsalts or celcum as
recommended for the use condition Pressure treated lumber shall be impregnated
with a eca salt treatment in accordance with fs. tt-w-571 and bear the American
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 30ff felt
paper, 10 mil polyethylene sheet or equivalent material.
11. 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 onA-1.
12. Contractor shall provide my additional backing and anchors as required by the window
manufacturers recommended procedures.
13. All glass panels within 24" ofa door opening shall be oftempered glass per
FBC-R308.4
14. All Dashing and weatherproofing shall be provided by the contractor.
15. Use ofthese plans acknowledges and accepts a limit oftiability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
EXISTING
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EXISTING SOFFIT LIGHT
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SCANNED
BY
St. Lucie County
COMPONENTS & CLADDING - VASD
DESIGN PRESSURES FOR WINDOWS / DOORS:
+30.4 PSF / -40.7 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
+36.8 PSF / -49.2 PSF
ALL WINDOWS/DOORS ARE REQUIRED TO BE
IMPACT RATED
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05/06/15
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x2: 2"x 2"x0.046"
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2 x3: 2"x3"x0.050"
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3"x3NO.126'Post
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2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
— — — — 2X3 HOLLOW SECTION
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MINIMUM FASTENER EDGE DISTANCE: 12"
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MINIMUM FASTENER SPACING: 314"
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CONCRETE SCREW ANCHOR:
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EXISTING CONC. COLUMN
DATE DRAWN
C'I 2X3 TO HOST STRUCTURE DETAIL
B-2
05/06/15
A-2
SCALE: NTS
2X3 TO HEADER DETAIL
POST TO'HEADER DETAIL
A-2 SCALE:HTS
A_2 SCALE:
REVISION
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DATE DRAWN
CONCRETE SCREWANCHOR
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04/23/15
- (MIN.77/4"EMBED)
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AND 24. O.C. MAX
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