HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Alm, i
DESIGN CRITERIA:
Applicable 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 ADMI Specifications for Aluminum Structures, Part
I -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.
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. 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: Vur =150 MPH, V =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category
Type 1 - Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 #
density foam, Florida Product Approval Number FL 7561-114.
Foundation Design
Existing concrete. No additional_ concrete footing or slab is required to
resist the loads imposed upon the existing slab by the proposed
construction if the existing slab is a minimum of 4" thick and in sound
condition free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All 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 Suncoast Aluminum
Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other
material must be approved.
4. 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".
5. 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.
6. 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 A 185
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.
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.
WIND SPEED AND. --,)SURE HAVE
BEEN DETERMINE, LING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSIU
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MAX SPANA-rL = 11'-3r
THESE PLM3 AND -a t ROPOSED WOIR- I1
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ALUMINUM MEMBERS DI -_ .4SIONS I
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1 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 (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SNIB: 2" x 7" x 0.05T'x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
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"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SH%4PSON TITEN HD OR EQUIVALENT .
SHEET METAL SCREWS (SMS):
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CHAIR RAIL
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PROJECT ADDRESS:
HOFFMAN
SUNCOAST ALUMINUM
ENGINEERING, LLC.
NORTH SUITE 101
ENGINEER OF RECORD
THOMAS P. ARNETT, P.E.
14497 CANCUN AVE
13630 SBTH STREET
CLEARWATER FL 33760
FL LICENSE NUMBER: 46043
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TEL (727) 532-SOM
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FL 34951
FAX: (727) 532-9008
RONALD J. LEDERJR, P.E.
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FL LICENSE NUMBER: 68160
FLORIDA LICENSE: CA #28841
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