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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 I -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 IRA
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: VAT IbII7!13P,- Nominal Design Wind
Speed: V--= 124 MPH
3.3. Exposure Category, Section 1609.4.3: xposum
3.4. Screen Enclosure Section 2002.4
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 0.032" composite panel Elite 2000, 1.0# density
foam, Florida Product Approval Number FL 7561-R4.
Foundation Design
Existing Wood Deck - wood deck framing is not within the scope of this
submittal.
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 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" 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 I,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Airentmining+/-1%-ASTMC260
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 A 185
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 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 SPF - AND EXPOSURE HAVE
BEEN DE1- ;LINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOGGLE EARTH.
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REVISION
REVIEWED FOR r
CODE COMPLIANCE
ST. LUCIE COUNTY SHEET NO:
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RC INTO POST
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ALUM RECEIVING CHANNEL
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ALUM RECEIVING CHANNEL W/(4)
(d) 318" DIA #14 x 3/4" SMS EACH SIDE OF
W/(7) #14 %3/4"SMS INTO
EACH SIDE OF BEAM B (3)
3/8" DIA THRU BOLTS
DATE DRAWN
THRU BOLTS BEAM 8 (3) 3/8" DIA THRU BOLTS
EACH SIDE OF BEAM 8 (4)
3/8" DIA THRU BOLTS
INTO PoST
04/30/19
INTO POST
INTO PC
3" x 3° x 0.125"
REVISION
2"x8°SMB
4"z4"X0.125"
POST
I I
4" x 4" x 0.125"
POST
POST
S-3 COMPOSITE ROOF TO RIDGE BEAM CONNECTION
S-4 COMPOSITE ROOF TO POST WALL DETAIL
S'5 COMPOSITE ROOF TO POST (� 4TH WALL DETAIL
4
SCALE' NTS
SCALENTS
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A-3 SCALE NTS
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