HomeMy WebLinkAboutApproved PlansCONTRACTOR: The Porch Factory, LLC
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high
wind areas, 2010.
3. ASCE 7-10.
Wind Loads
I. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VucT= 150 MPH. VASO- 116 MPH, as required by local jurisdiction.
3. Exposure Category, Paragraph 1609.4.3: C
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Building Category 1 - Screen Enclosure / Screen Room: Non -Habitable,
Unconditioned
Roof Type
1. Roof Type: MANSARD / MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Composite panel Elite 2000, 1.0 density foam,
Florida Product Approval Number FL 7561-113.
Specifications
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. Air entraining +/- 1%- 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 Al 85
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.
2. Aluminum extrusions shall be 6005 TS Alloy
3. 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".
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" from ends and 12" center to center.
5. The minimum nominal thickness of protector panels (kiekplates) shall be an
industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
7. Screen material shall be 18/14 screen. unless approved by Sunco sst Aluminum
Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers most
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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NOTES:
DATE DRAWN
1" x 2" BASE PLATE -�
8 1. GUSSET DIMENSIONS ARE MINIMUM (2)
01/17/17
ANCHORED TO CONC W/V4"a•;a ':
REO'D-(1)EA SIDE OF BEAM -MAY BE
CONCRETE SCREW ANCHOR'6
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INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADO OR
REVISION
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3" MAX EACH SIDE OF POST 4• 4
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AND 24" O.C. MAX.. "
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
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REVISION
11/2"x5"x1/8"
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DETAIL #1
1X2 TO HOST STRUCTURE DETAIL
SHEET NO:
A_G SCALE: NTS
V
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A-3
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5052 H-32 ALLOY ALUM
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2"x2"x 1/4"x 6"LONG ALUM
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ANGLE WI (2) #12 x 1 VT I
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W/ (3) 3/8" DIA. CONCRETE SCREW
_
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ANCHORS MIN.6"CONCRETE'
CONCRETEEMBEDMENTta
EMBEDMENT SIMPSON SET OR
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SCREW ANCHOR
EOUNALENT & (2) 318" DN THRU BOBS
' W
1"x2"O.B.2"x2"1/B"x
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CONTINUOUS E'XT'DRILL&EPDXY
ALLOY ALUM ANGLE W/
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x 111TSMS INTO POST&
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CONCRETE SLAB8"z6"x
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6063-T6 ALUMINUM I AT CENTER POST
6" x 6" x 0.25"
ALUM POST
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FRONT VIEW
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6"x 6" x 0.25"
SMS INTO EACH SIDE OF BEAM &
DIA. THRU BOLTS INTO
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—J B EAM
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VIEW
EACH FLANGE
W/0.062INTERNAL BACKING PLATE
6063-T6ALUMINUM
DEPTH ALUM ANGLE EACH
6" z 6" x 0.25"
SIDE OF UPRIGHT W/ (5)
ALUM POST
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2" x 2" x 1/8" x 8" LONG 5052 H-32 ALLOY
IDE
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SHEET NO:
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DATE DRAWN
(MIN.11/4"EMBED)CONCRETE
B" MAX EACH SIDE OF POST
(MIN. 1 1/4" EMBED)
01/17/17
AND 24" O.C. MAX6"
MAX EACH SIDE OF POST
REVISION
AND 24" O.C. MAX
A
A
FRONT VIEW
FRONT VIEW
SHEET NO:
DJ -2
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UPRIGHT TO CONCRETE W/ PAVERS 0CP_
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LDRAWN
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A-7 SCALE: NTS
SHEEP NO
A ■