HomeMy WebLinkAboutPLANSDESIGN CRITERIA:
AnnUcable 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 ADM 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.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
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: VULT = 150 MPH. VASD = 116 MPH
3. Exposure Category, Section 1609.4.3: D
4. Screen Enclosure Section 2002.4
re following specifications are applicable to this project:
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. Airentraining+/-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 A185
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.
Aluminum extrusions shall be 6005 T5 Alloy
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".
All Self Mating Beam Sections are to be stitched with either k 14 screws 6" from
ends and 24" center to center or p 12 screws 6" from ends and 12" center to
center.
Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
Door location shall be determined by contractor in the field.
When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers
must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to
ensure full positive contact with concrete.
All flashing and waterproofing shall be provided by the contractor.
. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
CONCEALED FASTENERS OR ATiACHMEIM
ARETHE RESPONSIBILITY OFTHE
CONTRACTOR OR RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
h4,AY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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ST. LUCIE COUNTY ®UILOIN B �ON
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MANSARD
A 'cable 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 ADM1 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.
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
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: VOLT = 150 MPH, VASD = 116 MPH
3. Exposure Category, Section 1609.4.3; D
4. Screen Enclosure Section 2002.4
The following specifications are applicable to this project:
1. 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. Airentreining+/-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 A185
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 mated
with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plated to ASTM B633, or mated stainless steel series "300", or uncoated
stainless steel series "400".
4. 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" fromendsand 12" center to
center.
5. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
7. Door location shall be determined by contractor in the field.
8-When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers
must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to
ensure full positive contact with concrete.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
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INSTALLATIS REQUIREMENTS I
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DATE DRAWN
BOLT ToON
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01/30/19
DAMAGE
NOT DAMAGE BASE MATERIAL.
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INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADD OR
REVISION
DO NO OVER TIGHTEN.
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SUBTRACT SCREWS TO MAINTAIN 1 114"
1 -
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3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
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• / FRONT WALL 2" x 3" x 0.050'
kn z
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INSIDE OF GUTTER
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SHALL BE PLACED OVER,
• • / SIDE WALL: 2" x 2" x 0.048"
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12" LAG SCREWS,
FASCIA IF OTHER FASCIA, ADD
1 I="
PRE -DRILL W/ 3B" DRILL TO
PREVENT SPLITTING.
2" z 4" PT FASCIA W/ 12" LAG
BOLTS -1 12" INTO TRUSS
BASE PLATE
TAILS - COUNTERSINK FLUSH.
WHEN INSTALLING 1/2' LAG
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SCREWS, PRE -DRILL W/30
L n
DRILL TO PREVENT SPLITTING.
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H'� CORNER K-BRACE DETAIL
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MATING ELEMENT ATTACHMENT DETAIL
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DATE
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REVISION
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SIDE VIEW
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DATE DRAWN
01 /30/19
FILE C®PY
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