HomeMy WebLinkAboutSCREEN ROOM PLANSCONTRACTOR: A Quality Construction
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 AA ADMI Specifications for Aluminum Structures, Part
1-A of the Aluminum Design Manual prepared by The Aluminum
Associatim and the AAF Guide to Aluminum Construction in High 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: VmT=150 MPIi NominalDesign
Wind Speed: Vmn =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6: Category
e
Type I - Screen Room: Non -Habitable. Unconditione
Roof Type I
1. Roof Type: MONOSLOPE r'r
2. Roof Material: 3" x 48" x 0.024" composite panel Rut 2000, 2.0#
density foam. Florida Product Approval Number FL 7561-R4.
.r
Specifications
The following specifications are applicable to this project:
1. All 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 spec
written, signed and sealed authorization of Florida Aluminum Engineering,
Inc.
3. Screen material shall be 19/14 screen unless approved by Florida
Aluminum Engineering, Inc.
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 11400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12"
center to center.
6. 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 3/4" max - ASTM C 33
iii. Air entraining+/. 1%- 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:
i. 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 Manual
of Standard Practice, Parts 1, 2, and 3 including hotwealhcr
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.
k All aluminum components embedded within concrete shall be
coated with a bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field
9. Use of thine plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
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FOR ALLFOUNDATION TYPES:tHE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING;RRE
�OF 1.500 PSF.
T THE,SLAB/FFQUNDAZON SHALL BE CLEARED OF DEER S,'ROOTS AND
COMPAOFED PRMTO" PLACEMENT OF CONC. �,•.+
3. CONCFETE SHALL BE PEPVSe (IFICATIONS ON S T A1.
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5. VAPOR BARRIER NEED NOT BE INST' ALLEiD FOR EXTERIOR NON-HAEITABLE
CONCRETE FLAT WORK
A TYPE II FOOTING
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EXISTING E1
HOSTVAILL ST. Lucie County, PerT
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ANCHOR ITO.C.
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