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CONTRACTOR: South Florida Aluminum Products, Inc.
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DESIGN CRITERIA:V4//Applicable
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Codes, Regulations, and Standards1.
The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood2.
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AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the
Aluminum Design Manual Association, Inc.
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prepared by The Aluminum
Washington, D.C., 2005 Edition
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Wind Loads
1. BuildingOccupancy Category,Pam 1604.5 and Table 1604.5:
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Risk Category 1.
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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:
Vrn.T =150 MPH. VASD = 116 MPH
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PROM
IONAL SEAL
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3. Exposure Category, Paragraph 1609.4.3: Exposure C
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4. Building Category for Aluminum Structures, Paragraph 2002A Building Category
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1-Patio Cover. Non -Habitable, Unconditioned
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CONCEALED FASTENERS OR ATTACHMENTS
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to resist
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per,y
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ARE THE RESPONSIBILITY OF THE
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CONTRACTOR OF RECORD
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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.
Roof Type
1. Roof Type: MONOSLOPE
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2. Roof Material: 3" x 12" 0.024" Town & Country Industries Riser Panel,
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Florida Product Approval Number FL 17638
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The following specifications are applicable to this project:
The following
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3X3%0.093
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1. All work shall be in accordance with the Sth Edition (2014) 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
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manufacturer substitution is acceptable without the specific written, signed and
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sealed authorization of Suncoast Aluminum Engineering, LLC.
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3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
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must be approved
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4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plated to ASTM B633, or stainless steel series "300".
3'Xl eXO.O24"
RISER PANEL
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5. All Self Mating Beam Sections are to be stitched with either 414 screws 6" fmm
ends and 24" center to center or #12 screws 6" from ends and 12" center to center.
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6. Where concrete specifications are required, whether in the screen enclosure scope or
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not, by one or more regulatory agency, the following specifications are applicable:
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a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
3X3XO.093 3X3XO.093 A-0 3X30.093
3X3XO.093 3X3XO.093
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it. Aggregates - Large Aggregate 3/4" max- ASTM C 33
POST POST POST
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r educing 1%- AST
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agent
iv. Water reducing agent - ASTM C 494
to 454
v. Clean Potable water
vi. Other admixtures not permitted
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b. Pas shall
i. Reinforcing Barr-ASTMA615,gmde60
ii. Welded wire fabric - ASTM A185
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SCANNED
c. Concrete slum a[ dischar a chute not less than 3" or more than 5". Water
Cool to slumpdischargechute
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added after botching is not permitted.
d. Prepare and concrete American Concrete Institute Manual of
#II-- #II
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St.
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place per
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--Staadard'Practice,-P2rts=i=2;ehd-3includingtrotweather recommendations.
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f Prior to treat the area for termites in
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placing concrete, entire subsurface
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compliance with the FHC.
THESE PLANS AND ALL PROPOSED WORK -
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g. Concrete shall be placed over a polyethylene vapor barrier.
ARE SUBJECT TO ANY CORRECTIONS
BUILDING DIVISION
h. All aluminum components embedded within concrete shall be coated with a
REQUIRED BY HELD INSPECTORS THAT
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bituminous paint or epoxy.
MAY BE NECESSAHy IN ORDER TO
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7. All flashing and weatherproofing shall be provided by the contractor.
COMPLY WITH ALL APPLICABLE CODES.
RE IEWED BY
8. Door location shall be determined by contractor in the field.
DRAWN BY
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
PLANS AND PERMIT
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and engineering fee.
MUST BE KEPT ON JOB OR
DATE DRAWN
NO INSPECTION WILL BE MADE
09/08/15
REVISION
1
SHEET NO.
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
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2 x2: 2"x2"x0.046'
2x3: 2"x3"x0.050"
2x4: 2"x4"x O.050"
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2x 5: 2"x 5"x 0.050"
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OPEN BACK SECTIONS��
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Ix2: 1"x2"x0.040"
I x3: 1"x3"x 0.045"
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SNAP SECTIONS
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2 x2 Snap: 2"x2"x0.045"
3.POST x0.093"
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2 x3 Snap: 2"x3"x0.050"
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2 x 4 Snap: 2" x 4" x 0.045"
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PROFE
SIGNAL SEAL
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SELF MATING (SMB) -
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2x4SMB: 2"x4"xO.GW'xO.100"
2 x5 SMB: 2"x5"x 0.05V x 0. 100"
SCREWANCHORS
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2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
(3"CONC. EMBED)
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2x8SMB: 2"x7"x0.057"x0.120"
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2 x8 SMB: 2"x8"x 0.057"x0.120"
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2x9SMB: 2"x9"x0.072"x0.I24"
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2 x I O SMB: 2" x 30" x 0.092" x 0.398"
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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MINIMUM FASTENER SPACING: 314"
CONCRETE SCREW ANCHOR:
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SIMPSON THEN HD OR EQUIVALENT
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SHEET METAL SCREWS (SMS):
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/ �3" x 3" POST TO CONCRETE CONNECTION DETAIL
SCALE: NTS
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FlaCONCEALED
FASTENERS OR ATTACHMENTS
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ARI THE RiSPONSIBILITY OF R IE
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EXISTING HOSTWALL
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WASHER EA PANEL PAN PANEL
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THESE PLANS AN
ALL PROPOSED WORD.
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FLASHING -INSTALL
ARE SUBJECT TO
2"x2"PB
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UNDER EXISTING DRIP EDGE
REQUIRED BY FIEl
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3" x 0.062° EXTRUDED
RECEIVER CHANNEL
GOM11P6Y WITH A6..
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(2)CRET DUICKSET
- - ANCHORS INTO WALL -- -
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ALUM RECEIVING CHANNEL W/(2)#SMS EACH SIDE OF
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ALUM RECEIVING CHANNEL (2)1/4'• X 3' LAG SCREWS
BEAM 84(1)WE-DA. THRU BOLTS
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W/(4)#12x3/4"SMS EACH INTO WALL
2"xB"SMB
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SIDE INTO BEAM
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3" RISER PANEL " x3
P(3) TOTAL
DRAWN BY
LAG SCREWS
AG
@ EACH OVERHANG
DATE DRAWN
#12 x 314^ sms @ 1r O.C.
W/ NEOPRENE WASHER
09/08/15
REVISION
S-3 RISER PANEL TO CORNER POST CONNECTION
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S-1 RISER PANEL TO FASCIA DETAIL
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A_2 SCALE: NTS
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A-2 SCALE: NTS
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A-2 SCALE: NTS
SHEET NO:
A-2