HomeMy WebLinkAboutENGINEER PAPERWORK - SCREENROOMCONTRACTOR: King Carter Aluminum, Inc.
.DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 61 h Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to
Aluminum Concoction 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:1 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: Vora = 150 h1Pff Nominal Design Wmd Speed: V-
-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 Structutes,Secdon20026:Category Type l-
Screen Room: Nan -Habitable, Unconditioned
Root Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.030" Strumall Composite Panel, 1.0 # density foam,
Florida Product Approval Number FL 21443-RI.
Foundation Design
Existing concrete slab. No additional concrete rooting or slab is required to resist the
loads Imposed upon the existing slab by the proposed construction if the existing slab Is
a minimum of 4" thick and in sound condition. free from structural cracking, spelling,
or other deterioration.
Specifications
The following specifications are applicable m this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Budding 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 speck written, signed and sealed
authorization of Florida Aluminum Engineering, Inc.
3. Screen material shall be 18114 screen unless approved by Florida Aluminum Engineering,
Inc.
4. Fasteners are required to be corrosion resismnr, 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 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 nor,
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 314" max - ASTM C 33
ifi. Air entraining +/-1%-ASTM C 260
iv. Waterreducing agent- ASTM C 494
v. Clean Parable water
vi. Other admixtures, not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bare- ASTMA615, grade 60
ii. Welded wire fabric - ASTM A185
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 permitted.
S Prior to placing concrete, treat the entire subsurface area for termtes in compliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete stall be mated with a
bimminous paint or epoxy.
7. All Bashing and weatherproofing shall be provided by the contactor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
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KING CARTER ALUMINUM
1603 EDGEVALE ROAD
FORT PIERCE, FLORIDA 34982
772-461-5369