HomeMy WebLinkAboutENCLOSURE PLANSCONTRACTOR: Mario Russo Aluminum,'T
DESIGN CRITERIA:
The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
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.
ASCE 7-10.
Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Cateeory 1.
Ultimate Design Wind Speed: Vtnr= 150 MPH Nominal Design Wind Speed:
Vnso = 116 MPH
Exposure Category, Section 1609.4.3: C
Screen Enclosure Section 2002.4
not include analysis of existing structure.
1e 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. Airentmining+/-1%-ASTMC260
iv.W ater 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.
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 # 14 screws 6" from
ends and 24" center to center or # 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.
WIND SPEED j.. : EXPOSURE
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03/28/19
SHEET NO:
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ALUMINUM MEMBERS DIMENSIO)'
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x 3: 2"x3"x 0.050"
2x4: 2"x4"x 0.050"
2x 5: 2"x 5'x 0.050"
OPEN BACK SECTIONS
I x2: 1"x2"x 0.040"
I x 3: 1"x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3"x 0.050"
2 x 4 Snap: 2" x 4" x 0.045'
SELF MATING (SD'B3)
2 x 4 SMB: 2" x 4" x 0.044"x 0.100"
2 x 5 SMB: 2" x 5" x 0.050"x 0.lW'
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
2x7SMB: 2" x T'x 0.05T'x 0.120"
2 x 8 SMB: 2" x 8" x 0.072'x 0.M'
2 x 9 SMB: 2" x 9" x 0.072"x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINUvIUM FASTENER EDGE DISTANCE: IQ"
1,1INIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
SRAPSOIN TTTEN HID OR EQUIVALENT
SHEET METAL SCREWS (SMS):
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5. NOTES.
1. GUSSET DIMENSIONS ARE MINIMUM (2) DATE DRAWN
REO'D-(1) EA SIDEOFSEAM-MAYBE 03/28/19
REVIEWED
FOPAs BEAM
INTERNAL SIZE
EXTERNAL
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SUBTRACT SCREWS TO MAINTAIN I IW
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4d 3. GUSSET LENGTHS REMAIN CONSTANT.
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C-� 1X2 TO HOST STRUCTURE DETAIL
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4
REVISION
PREVENT SPLITTING.
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6"MAX EACH SIDEOF POST S
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" FROM END & 0 24" O.C.
TO 7' x 2° WI (4) #10 x 1 12"
DATE DRAWN
•
1 12" x 21/8" x 1 Vr x 0A62 WOOD
• 4
6C63-T6 ALUM RECEIVING .8 (3)1/4"x3"LAG SCREWS
CONCRETE
03/28/19
CHANNEL W/ (5) #14 x 3/4" 6" FROM END & 0 24" O.0
SUPERSTRUCTURE
REVISION
SMS EACH FLANGE
DESIGNED BY OTHERS
1 -
F,1 ALT PURLIN TO HOST CONNECTION DETAIL
�\
A-Y SCALE NTS
4 "
/ D 1ALT BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A -A SCALE MS
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SHEET NO:
A-4