HomeMy WebLinkAboutENGINEERING - SCREEN ROOMCONTRAcrOR: King Carter Alumirr 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 AA ADMI Specifications for Aluminum Structures, Part 1-A ofihe
Aluminum Design Manual prepared by The Aluminum Association. 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: Vrna =150 Nominal Design Wind Speed: V.
�l16 MPH
33. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6:Category Type l-
Screen Room: Non -Habitable, Unconditioned
RmfType
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" a 0.030" Struci all Composite Panel, 1.0 # density foam,
Florida Product Approval Number FL 21443-R1.
Foundation Design
New Type H 4" Monolithic Concrete Slab- 8" x 8" w/(I) 05 Cont. 31" overlap at joints
on 3" chairs and poured w/2,500 PSI concrete. The foundations are based on a
minimum soil bearing pressure of 1500 psf.
Specifications
The fallowing specifications are applicable in this project:
1. All work shall be in accordance with the 6thEdition (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 18/14 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 "400".
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" censer m center.
6. Where concrete specifications are required, whether in the screen enclosure scope or not,
by one or more regulatory agency, the fallowing 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%-ASTMC 260
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
ii. Welded wire fabric - ASTM At 85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added
after batching 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 pemdtted.
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 bander.
h. All aluminum components embedded within concrete shall be mated with a
bituminous paint or epoxy.
7. All Bashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a Emit ofliability rut to exceed design and
engineering fee.
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3. CONCRETE SHALL BE PER SPEGFICATIONS ON SHEET A4.
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH.
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