HomeMy WebLinkAboutPLANSCONTRACTOR: East Coast Aluminum Prod^r- Inc.
APPlicab'a 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 AA ADM3 Specifications for Aluminum Structures,
Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum
Association. and the AAF Guide to Aluminum ConstructioninIEgh Wind
Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code,
Appendix I Section 105.1
2. Dead Load:2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5:
Risk Category 1.
3.2. Ultimate Design Wind Speed: Vmr = 150 MPH Nominal Design
Wind Speed: V•su =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category
Type 1- Screen Roam: Non -Habitable, Unconditioned
RooMpe
1. Roof Type: MONOSLOPE
2. Roof Material: 4" x 48" x 0.032" composite panel Elite 2000, 1.0#
density foam, Florida Product Approval Number FL 7561-R4.
Foundation Design
• Front Wall: New 12" x 14" footing w/(2) #5 Cant 31^ overlap at
joints on 3^ chairs and poured w/ 2,500 PSI concrete.
• Side Wall: New 8" x 8" footing w/(1) #5 Cont. 31" overlap at ioints
on 3" chairs and poured w/2 500 PSI concrete.
• The foundations are based on a minimum soil bearing pressure of
1,500 psf.
Specifications
The following specifications are applicable to this project:
1. A0 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 Florida Aluminum
Engineering, Inc.
3. Screen material shall be 19114 screen unless approved by Florida
Aluminum Engineering, Inc.
4. Fasteners arc required to be corrosion resistant, minimum SAE Grade 2 or
better zinc plated to ASTMB633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
5. Approved concrete screw anchors to be Simpson Tiler -III) or equivalent.
6. All Self Mating 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.
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:
L Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max -ASTM C 33
iii. Airentraining+/-1%-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
H. Welded wine 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
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
mated with a bituminous paint or epoxy.
8. All flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. Use ofthese plans acknowledges and accepts a limit ofliability not to
exceed design and engineering fee.
WIND SPEED AND EXPOSURI, 'VE
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TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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PRESSURE OF 1.500 PSF. 7,',
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3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A,1. Vv
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WARE MESH.
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
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