HomeMy WebLinkAboutPLAN & PROPOSED WORKCONTRACTOR: Master Craft Alu,,3��.Ln
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
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. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region
& Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent
Basic Wind Speed: V-T =150 MPH, V- =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 Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48"--x 0:024"-Elite 2000 Composite-Panel,4.0 #
density foam, Florida Product Approval Number FL 7561-R4.
Foundation Design
Existing concrete. No additional concrete footing or slab is reauired to
resist the loads imposed by the proposed construction if the existing slab
is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking,'spalling, or other deterioration.
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 specific
written, signed and sealed authorization of Suncoast Aluminum
Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other
material must be approved.
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"
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 +/- l% - 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
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.
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
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 these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMH U7' iING THE ADVANCED
TECHNOLOGY CQ'__ , + 'S WEBSITE
AND GOOGLE EARTH.
CONCEALED FASTENERS OR A17ACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
3X3X0.070
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BY
St Dacia COUMY
ELITE 2000 COMPOSITE PANEL• (FPA:FL7561-R4)
150MPH/EXP C
3"x48%0.024" (1.0# DENSITY FOAM)
MAX SPAN: q-q = 11'-3?"
THESE PLAN: AND ALL PROPOSED WORK
ARE SUBJECT t O yAN't COI�`r't,�, I IQIlS
REQUIRED RY FiE-l_0 INOW TORS THAT
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1" x 3" BASE PLATE
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01 /15/18
CONCRETE SCREW ANCHOR $ a "�
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FRONT VIEW
A_2 SCALE: NTS
SHEET NO:
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$ X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT
-2 DOOR LOCATION DETAIL
SCALE: NTS
SCALE: NTS
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