HomeMy WebLinkAboutConstruction PlansCONTRACTOR: JSJ Doors & Windows
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 ADMl Specifications for Aluminum Structures, Part 1-A of the 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 par 6tb Edition (2017) Florida Building Code, Appmdir I Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 16D4.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: Vora =150 MPH Nominal Design Wind Speed: Vase =108
MPH.
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room:
Non -Habitable, Unconditioned
Soecifrcations
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 TS 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 I8/14 screen unless approved by Florida Aluminum Engineering, Inc.
4. Fasteners are mquired 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. Approved concrete screw authors to be Simpson Taten-HID or equivalent.
6. All Self Mating Beam Sections am m 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.
7. Where commits specifications are required whether in the semen 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 I,- ASTM C 150
ii. Aggregates - Large Aggmgam 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 pemdtted
b. Metal accessories shall conform to:
i. Reinforcing Bars- ASTM A615, grade 60
ii. Welded wire fabric - ASTM At85
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 Pmetice,
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 barrier.
II. All alumimmn components embedded within concrete shall be coated 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 of liability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
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SHEET NO:
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DATE DRAWN
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DRAWN BY
TP
DATE DRAWN
04/10/20
SHEET N0:
A-3