HomeMy WebLinkAboutENGINEERINGCONTRACTOR: TRI-COUNTY ALUF_`--7'JM. INC.
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 1-A ofthe
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 Sp
VrnT =150 MPH, VASD =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover / Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
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 TS 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.
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 A185
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.
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 E;,- AXRE HAVE
BEEN DETERMINED, 4G-THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSUE
AND GOOGLE EARTH.
10'-0'
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PLANS AND PERMIT MUST E KEPT ON JOB �
OR NO INSPECTION WILL PE MADE. '/ ��/�� • . P `�,•O�\\\`
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ARE THE RESPONS18ILfII' OF THE
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THESE PLANS AND ALL PROPOSED WORK a � n a U-
ARE SUBJECT TO ANY CORRECTIONS DRAWN BY
REQUIRED BY FIELD INSPECTORS THAT GD
MAY BE NECESSARY IN ORDER TO DATE DRAWN
COMPLY WITH A" APPWOAIA C®DEB, 02/17/18
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ALUM RECEIVING CHANNEL _ _
W/ (7) #12 x 3/4" SMS EACH
SIDE OF BEAM 8 (4) 3/8" DIA.
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SIDE OF BEAM & (3) 3/8" DIA
THRU BOLTS INTO THE POST
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02/17/18
REVISION
THRU BOLTS INTO THE POST
1 _
3" x 3" x 0.090"
POST
_
S-3 HIND PANEL TO CORNER
POST 4TH WALL DETAIL
S'5 HINO PANEL
ROOF TO POST CONNECTION
3
A-3 SCALE:
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S-4 HINO PANEL TO CORNER POST 4TH WALL DETAIL
A_3
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02/17/18
2" x 6" SMB END BEAM
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S-8 INT BEAM TO CROSS / END BEAM ATTACHMENT
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