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FAST COAST ALUMINUM
PRODUCTS, INC.
913 Edwards Road
Fort Pierce, FL 34982
(772) 464-7600 283.5650
CONTRACTOR: East Coast Aluminum Pr�� Inc.
DESIGN CRITERIA: L
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) 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 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
I. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2.
2. Basic Wind Speed, Figure 1609C; State of Florida Debris Region & Basic Wind Speed, Paragraph
1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed VULT = 160 MPH. VASD =124 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Categois• TYPE 2 -GLASS ROOM: Non -Habitable. Unconditioned
RoofType
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Foundation Design
• Existing concrete. No additional concrete footing or slab is required to resist the loads imposed
by the proposed construction if the existing slab is a minimum 4" thick with an IV x 16"
lG thickened slab edge and in sound condition, free from structural cracking, spaae, or other
deterioration.
• New 24" block wall. See Detail A .A for size and specification. The foundations are based on
a minimum soil bearing pressure of 1,500 psf.
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 18114 or 20/20 Better View. 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 914 screws G' 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 specificatons are applicable:
a Concrete shall conform to ASTM C94 for the following components:
L Portland Cement Type I,- ASTM C 150
ii Aggregates - Large Aggregate 3/4" mew- ASTM C 33
iii Air entraining+/- I% - 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:
L Reinforcing Bars - ASTM A615, grade 60
iL Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching
is not permitted
d Prepare and place concrete per American Concrete Institute Mammal 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.
Ire. 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 celcuue, as recommended
for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in
accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality manic
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 30i# 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 FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND SPEED All" -'KPOSURE HAVE e A r M �
BEEN DETERM____ , USING THE ADVANCED OO�'P;�O �4 IE�Ii$ O� ��TACH��i�� File C
TECHNOLOGY COUNCIL'S WEBSITE ARE THE RESPONSIBILITY OF THE Y
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COMPONENTS & CLADDING - VAM '
DESIGN PRESSURES FOR IMNDOWS / DOORS:
+30.4 PSF / -40.7 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
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DATE DRAWN
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REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DWI ENSIOI J
HOLLOW SECTIONS r
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
1 x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2x4SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 2" x 6" x 0.050" x 0.120"
2x7SM13: 2" x 7" x 0.05T'x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0:072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
NfINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITER HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
1 1/2" x 3" x 0.OW' ALUM
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DATE DRAWN '
08/01/17
SHEET NO:
A-2
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BLOCK KNEE WALL DETAIL
SLABIFOOTING
SEE PLAN
A-3
A-1 LOCK WALL DETAIL
A-3 SCALE: NTS
DJ-1 OOR JAMB CONNECTION AT MASONRY WALL DETAIL
A-3 SCALE: NTS
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DRAWN BY
TP
DATE DRAWN
08/01/17
REVISION
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SHEET NO:
A-31