HomeMy WebLinkAboutPLANSCONTRACTOR:, Jensen Beach Alturnin:
DESIGN CRITERIA:
1. The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Structund
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the
Aluminum Design Manuel prepared by The Aluminum Association, hie.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. 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:
VULT = 160 MPH. VmD = 124 MPH
3. Fxposu;� Cate -gory, Paragraph 1609.4.3: Exposure D
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category
I - Screen Room: Non -Habitable, Unconditioned
Loading:
1. Section 1607.8. 1: Handrails and Guards
a. Uniform Load of 50 PLF applied in any direction.
2. Section 1607.8. 1. 1: Concentrated Load
a. Concentrated Load of 200 LBF applied in an direction.
3. Section 1607.8.1.2: Components (Intermediate Pails, Balusters, Panel Fillers,
Pickets)
a. Horizontally applied normal load of 200 LBF on my are&
RoofTvpe
1. Roof Type: EXISTING
Roof Material, EXISTING
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code,
and my 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 Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better Vim. Any other material
most be approved.
4. Fasteners ans required to be corrosion resistant minimum SAE Grade 2 or better
zinc plated to ASTM B633, or stainless steel series "300".
5. All Self Mating; Bearn Sections we to be stitched with either 914 serms 6" from
ends and 24" center to center or #12 screws 6" from ends and 12" center to center.
6. Where concrete specifications me required, whether in the screen enclosure scope or
not, by one or mom regulatory agency, the following specifications ars applicable:
a. Concrete shall confornn to ASTM C94 for the following components:
i. Portland Cement Type I, ASTM C 150
ii. Aggregates - Large Aggregate 3X'max - ASTM C 33
ill. Airentraffiffig+/-l%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clem Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
L ReinfomingBats-ASTMA6l5,gmde60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or mom am 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 cue or polyethylene curing permitted.
f. Prior to placing concrete, treat die entire subsurfisce 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.
WINDSPEFT '-TD EXPOSURE HAVE
BEEN DETT iNED USING THE ADVANCED
TECHNOLOw( COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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PLANS AND PEFIMIT
MUST BE KEPT ON JOB OR
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