HomeMy WebLinkAboutSpadaro, EngineeringCONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
App] ic thle Codes, Regulations, and Stun[in rds
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 Specifications for Aluminum Structures, Part 1-A of the Aluminum Design
Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the
Guide to Aluminum Construction in high wind areas, 2010.
3. ASCE 7-10.
Luading Criteria
1. Live Load: N/A
2. Dead Load: N/A
3. Wind Load:
3.1. Building Occupancy Categoty, Section 1604.5 and Table 1604.5: Risk Caugury 1,
3.2. Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design Wind Speed: VASD =
116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Section 2002.6: Category Type _2_- Ghass R(Rin]:
Nun-flahitah[e, l'ncund itiuned
Scope of W ork:
Does not include analysis of existing structure.
Root' Type
1. Roof Type: N/A
2. Roof Material: N/A
Foundation Design
ENiszintt concrete. No additional enncrete footing, or slab is required to resist the toads imposed
by the proposed construction if the cxkting slab is a minimum 4" thick with an 8" x 12"
thickened slab edge and In %onnd condition, free front structural cracking, snaI[in a. 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 Florida
Aluminum Engineering, Inc.
3. 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".
4. 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.
5. Approved concrete screw anchors to be Simpson Titen-FID or equivalent.
6. Door location shall be determined by contractor in the field.
7. 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% - ASTNI 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 B ars - AST\'I 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
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.
li. All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to
the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 1540.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
eca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood
Preservatives Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt paper,
10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to aluminum members and specific sizes as indicated on A-L
Aluminum member thickness to be increased as required by the Florida Product Approvals :for
anchorage of products.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as
required by the window manufacturers recommended procedures,
11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308-4
12. All flashing and weatherproofing shall be provided by the contractor.
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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24" ALUMINUM
KICKPLATE (TYP)
COMPONENTS & CLADDING
DESIGN PRESSURES FOR WINDOWS / DOORS:
+24.3 PSF / -32.0 PSF
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DRAWN BY
TP
DATE DRAWN
08/03/20
REVISION
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SHEET NO:
A-1
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ALUMINUM MEMBERS DBUNSIONS
HOLLOW SECTIONS
2 x 2:
2" x 2" x 0.046"
2 x 3:
2" x 3" x 0.050"
2 x 4:
2" x 4" x 0.050"
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 (SM )
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"
2x7SMB: 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"
MINL'vfUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SINIPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS ME IS)-
ITW / BUILDEX OR EQUIVALENT
a
x 3" x 0.125"
i #12 x 3/4" SMS THRU RC
INTO 3" x EACH SIDE AT
16" O-C- 3" FROM
CONCRETE
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SEE DETAI L C / A-2 FOR
CONNECTION OF CHAIR
RAIL MEMBER
1 1/2" x 31 /8" x 1 1 /2' x 0.062"
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ALUM RECEIVING CHANNEL
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SEE PLAN
2X3 TO HOST STRUCTURE DETAIL
SCALE: NTS
x 3" ALUM RECEIVING
CHANNEL W/ #12 x 3/4"
SMS @ 6" O.C. EACH
SIDE OF PANEL INTO
2" x 3" x 0.125"
3" x 3" UPRIGHT
1 /8" x 2" x 2" EXTRUDED ANGLE
5052 H-32 ALLOY EA SIDE WJ (4)
#14 x 3/4" SMS
2" INTO UPRIGHT
(1) 318" DIA- x 3" CONCRETE SCREW
ANCHOR INTO HEADER
(21/4'. CONC. EMBED)
1 /4" x 3" CONCRETE
SCREW ANCHOR
Q 24" 0 C.
B " SECTION POST TO CONCRETE DETAIL
A_2 SCALE: NTS
#14 SMS x 3/4" W/
EXISTING
NEOPRENE FACED
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ANGLE REQUIRED UNLESS
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UPRIGHT I
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A_2 SCALE: NTS
KICK PLATE NOTES
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0-125" x 1 1/2" x 21/8" x 1 117'
INTERNAL ALUM RECEIVING
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CHAIR RAIL MEMBER
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WALL STUDS
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DRAWN BY
TP
DATE DRAWN
08/03/20
REVISION
SHEET N0:
A-2.