HomeMy WebLinkAboutPLANSCONTRACTOR: TRI-COUNTY ALUMC:-`-- L INC.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Honda 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 of the Aluminum Design Manual prepared by
The Aluminum Association. and the AAF Glide to Aluminum
Construction in High Wind Areas.
3. ASCE 7.10.
Loading Criteria
1. Live Load: 30 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: Vora =150 NMVaso
= 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: Non -Habitable. Unconditioned
Root Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products
Steel Rhino Panel, Florida Product Anproval Number FL
18464-RI
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, spelling, or
other deterioration.
The following specifications are applicable to this pmjecn
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 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 onrasion resistant, minimmn SAE
Crude 2 or better zinc plated to ASTMB633, or coated stainless steel
series •300", or uncoated stainless steel series "400".
5. All SelfMa6ng 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 Ir ASTM C 150
ii. Aggregates - Large Aggregate 3/4" maz - ASTM C 33
iu. Airemraining+/-1%-ASTMC260
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 Al85
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 core or polyethylene curing permitted.
f Prior to placing concrete, now the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
IL All aluminum components embedded within concrete shall
be cowed with a bituminous paint or epoxy.
7. All Bashing and weazherproofing shall be pmvided 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 fce.
WIND SPEED AND EXPOSURE HA"F
BEEN DETERMINED USING THE ' DANCED
TECHNOLOGY COUNCIL'S WEB:;..-
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REVIEWED FOR
DATE 03/01/19 I
SCANNED CODE COMPLIANCE
REVISION
BY SSIE COUNTYT. LUC
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DATE DRAWN
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0.062" X 3" LONG ALUM
0.082" x 3" LONG ALUM
03/01 /19
RECEIVING CHANNEL W/ (3)
RECEIVING CHANNEL W/ (3)
RECEIVING CHANNEL W/ (3)
REVISION
#12 x 3/4" SMS EA. FACE B
412 x 314" SMS EA. FACE &
#12 x 3/4" EMS EA. FACE &
(3) #12 x 3/4" INTO POSE
(3) #12 x 3/4" I NTO POST
(3) #12 x 314" INTO POST
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