HomeMy WebLinkAboutConstruction PlansCONTRACTOR: East Coast Aluminuq, Oucts, Inc.
DESIGN CRITERIA:
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, Pan 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminum Concoction 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. Ultimate Design Wind Speed: Verr = 150 MPH Nominal Design Wind
Speed: Vasa =116 MPH
33. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover / Screen Room: Non -Habitable. Unconditioned
Roof
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam,
Florida Product Approval Number FL 7561-R4.
Foundation Design
New Wood Deck on existing concrete -see sheet A-1 for information. No
additional concrete footing or slab is required to resist the loads imposed upon
the existing slab by the proposed construction ifthe existing slab Is minimum
of 4' thick and in sound condition. free Rom structural cracking, snalling, or
other deterioration.
Specifications
The following specifications are applicable to this project:
1. AD 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 plamd to ASTM B633, or mated stainless steel series "300", or uncoated
stainless steel series "400".
5. Approved concrete screw anchors m be Simpson Titm-HD or equivalent.
6. AB Self Mating Beam Sections ate 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.
7. 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;
1. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 314" max - ASTM C 33
iE. Air entraining +/- 1%-ASTMC260
iv. Waterreducing 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 At 85
e. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after battling is not pemdged.
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 m
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.
S. All lumber and plywood shall have grade marks and treatment identification and
Shall conform to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a
maximum moisture content of 15%
b. Pressure treatments shall be osmosalts, osmose k-33, woniansalts or
celcure, as recommended for the use condition. Pressure treated lumber
shall be impregnated with a ma salt treatment in accordance with fs.
tt-w-571 and bear the American Wood Preservatives Institute quality mark
1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber
by 30# felt paper, 10 mil polyethylene sheet or equivalent material.
9. All flashing and weatherproofing shall be provided by the contractor.
10. Door location shall be determined by contractor in the field.
11. Use of these plans acknowledges and accepts a limit of liability not to exceed
WIND SPEED AND OSURE HAVE
BEEN DETERMINI. SING THE ADVANCED
TECHNOLOGY COUNCILS WEBSITE
AND GOOGLE EARTH.
FIBERGLASS STEPS AND RAILING TO BE PROVIDED
BY OTHERS.DESIGN BY FABRICATOR AND SHALL
COMPLY WITH PARAGRAPH R312.1.1 THRU R312.1.3
OF THE 6TH EDITION (2017) OF THE FLORIDA
BUILDING CODE RESIDENTIAL AND PARAGRAPH
1607.8 OF THE 6TH EDITION (2017) FLORIDA
BUILDING CODE IN ADDITION TO ANY
REQUIREMENTS HEREIN. '
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POST
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POST BASE W/(2)3/8"
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DIA. THRU BOLTS
• 2" x 2" x 3" LG
x 11W ANGLE
(2) 3/8" DIA x 3"
LAG SCREWS
(2) 3/8" DIA CONCRETE
•
SCREWANCHORS
(4)#10x3/4"
(3"GONG. EMBED)
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• SMSINTO
SCREW BOPRAI
3 1/8"EXTRUDED
L
POST BASE W/ (2) 3/8"
(2) INTO POST
I
DIA. THRU BOLTS
ANCHORS SHALL
I
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2"z 5" SMB
ENGAGE SOLID
WOOD HEADER
PROVIDE SOLID WOOD
1 1/8" x 2" x 1 118" x 5" x 0.08T'
OR GIRDER
�� BLOCKING IF REQUIRED
d' 'a_')
"
ALUM RECEIVING CHANNEL
REVIEWED FOR
TO FULLY ENGAGE
n'
W/(4)#14 X3/4"SMS INTO
ALUMINUM FASTENERS
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EACH SIDEOF BEAM 8 (4) p/1p9 q
#14x 1"SMS INTO CORNER POST
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FASTEN TO JOIST WITH
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CODE ANC
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(4) 16d TOE -NAILED
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ST. LUCIE COUNT'
B®CC
"x 3" POST TO WOOD CONNECTION DETAIL
S-6
A-5
SCALE: NTS
B-2
3" x 3" POST TO CONCRETE CONNECTION DETAIL
COMPOSITE ROOF TO POST CONNECTION
A-5
SCALE: NTS
A-5 SCALE NTS
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DRAWN BY
TP
DATE DRAWN
01 /07/20
REVISION
A-5