HomeMy WebLinkAboutPLANSCONTRACTOR: East Coast Aluminum Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
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 Specifications for Aluminum Structures, Part 1-A of the Aluminum Design
Manual prepared by The A]urni am Association, Inc. Washington, D.C., 2010 Edition and
the Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Loading Criteria
1. Live Load: N/A
2. Dead Load: N/A
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(1), State of Florida DebrisRegipn &Basic Wind
Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vur.r=150
r�M VMD -116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Roar Type
1. Roof Type: N/A
2. Roof Material: NIA
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
minimum of 4- thick and in sound condition, free from structural cracking, mill
other deterioration.
Specincations
The following specifications are applicable to this project:
1. All work shall be in accordance with die 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 Florida Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resismny minimum SAE Grade 2 or better zinc plated
to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series
"400".
4. All Self Mafing Beam Sections are to be stitched with either #14 screws 6" from ends and
24" center to center or 412 screws 6" from ends and 12" center to center.
5. Door location shall be determined by contractor in the field
6. Where concrete specifications are required, whether in die 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
if. Aggregates - Large Aggregate 31V max - ASTM C 33
ifi. Air entraining+1-1%-ASTMC260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shag conform to:
i. Reinforcing Bars - ASTM A615, grade 60
H. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 511. Water added
after hatching is not pertained.
d. Prepare and place concrete per American Concrete Insfitute Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist core or polyethylene curing permitted.
f. Her to placing concede, treat the=tire 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.
7. Ali lumber and plywood shag have grade marks and treatment identification and Shag
conform to the following:
a. Framing lumber shall be minimum no.2 southern yellow pine and have a maximum
moisture content of 1551.
b. Pressure treatments shag be osmosalts, osmose k-33, womansalts or celcurc, as
recommended for the use condition. Pressure treated lumber shall he impregnated
with a cca salt treatment in accordance with Es. tt-w-571 and bear the American
Wood Preservatives Intuitive quality mark 1p-2.
c. Wag Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shag be separated from PT lumber by 30S felt
paper, 10 mil polyethylene sheet or equivalent material.
S. Contractor shag 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 in Aluminum members and specific sins as indicated on
A-1.
9. Contractor shag provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures,
10. All glass panels within 24" of a door opening shag be of tempered glass per
FBC-R308.4
11. All flashing and weatherproofing shall be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit ofliability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERNUNED USING THE TECHNOLOGY ADVANCED COUNCIL'S WEBSITE `,`� ��� ��
AND GOOGLE EARTH. REVIEWED``��� !v • • ••
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COMPONENTS & CLADDING - VAsD
DESIGN PRESSURES FOR WINDOWS / DOORS:
+25.9 PSF / -34.7 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
+31.3 PSF / -42.0 PSF
J1p3-1
REVIER'ED FOR Cj
REVIEW • BY
DATE
OP. PtiJ ir;SPECTION WILL
EXISTING
ROOF
12'-11"
KICKPLATE
AND OUTSIDE
5'-3'
1'
9•-1n
EII ORIDA PRODUCT
APPROVALS
SCANNED
WINDOWS: PGT
HR210
HOR ROLLER PA# FL-242
BY
PGT
DOOR: PGT
PW220
FD101
PICTURE WINDOW PA# FL-243
FENCH DOOR PA# FL-253
St. Lucie County
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ALUMINUM MEMBERS DIMENSIONS
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DATE DRAWN
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