HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: TRI-COUNTY ALP1 a '� o u s1UM, INC.
DERGN CRITERIA: t
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) 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 ofthe 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.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category
1.
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: VuT =150
MPH. VAso =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 1 -
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. RoofType: MONOSLOPE
2. RoofMaterial: 3" x 48" x 0.024" Elite 2000 Composite Panel, 1.0 density foam.
Florida Product Approval Number FL 7561-113.
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 5th Edition (2014) 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.
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%- ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
A* Other admixtures not permitted
b. Metal accessories shall conform to:
L 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 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.
£ 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.
8. All flashing and weatherproofing shall be provided by the contractor. -
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERNUNEI NG THE ADVANCED
TECHNOLOGY COI. US WEBSITE
AND GOOGLE EARTH.
CONCEALED FASTENERS OR ATTACHMENT$
ARE THE RESRONSISILFY OF THE -
00NT%-TQR QF I-QQ5
THESE PLAi1S AN ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED RY I=IE10 INSPECTORS THAT
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DATE DRAWN
06/02/17
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
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 SUB: 2" x 4" x 0.044" x 0.100"
2 x 5 SUB: 2" x 5" x 0.050" x 0.100"
2 x 6 SUB: 2" x 6" x 0.050" x 0.120"
2 x 7 SUB: 2" x 7" x 0,05T' x 0.120"
2 x 8 SUB: 2" x 8" x 0.072" x 0.124"
2 x 9 SUB: 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:
SIMPSON TITEN HD OR EQUIVALENT
ITW / BUILDEX OR
(2) 318" DIA CONCRETE
SCREWANCHORS
(3" CONC. EMBED)
1"x 3" OB W/ 1/4" CONCRETE
SCREWANCHOR6"
FROM UPRIGHT& @
24" O.C. (MIN. 3" EMBED.)
3" x 0.099'
INTERNAL/EXTERNAL
Tx Tx 1/8" EXTRUDED
POST BASE WI (2) 3/8"
DIA. THRU BOLTS
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE: NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY
SLAB I FOOTING
SEE PLAN
SIDE VIEW
(1) 3W DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
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1" x 3" BASE PLATE
ANCHORED TO CONC W/ 1/4" '
CONCRETESCREWANCHOR °
(MIN. 1 1/4" EMBED)
W MAX EACH SIDE OF POST
AND 24" O.C. MAX .`6,
#14 x 3/4" SMS
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DOOR JAMB
FRONT VIEW
DJ-1 UPRIGHT TO CONCRETE PRE -HUNG
A_2 DOOR LOCATION DETAIL
SCALE: NTS
CHAIR RAIL
(2)
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C CHAIR RAIL TO POST CONNECTION DETAIL .
A-2 SCALE: NTS
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ANGLE 5052 H-32 ALLOY EA MAY BE USED
SIDE i ® TIGHTEN TO CONTACT -DO NOT
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DATE DRAWN
06/02/17
REVISION
1 -
SHEET NO:
A-2
#14 x 4 7/8"SMS W/
1 1/2"DIA. NEOPRENE
FACED WASHER @ 8" O.C., 7 1i�5,
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
2" x W x 0.070" FLAT TOP
RAIL - NO ANG LE
REQUIRED UNLE S
SPLICED OR CORNER- 1i
ATTACH w/ (4) #10 x 4" LG
UPRIGHT
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x 1/8" ANGLE-� ® - - x 1/8" ANC
(4) #10 x 314'
(4) #10 x 3/4"
SMS INTO
SMS INTO
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(2) INTO TOP RAIL
(2) INTO POST
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(2) INTO POST
CONNECTION AT CORNER CONNECTIM
S 2 X 3 FLAT TOP RAIL CONNECTION TO UPRIGHT
A_2 SCALE: NTS
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1 1/8" x 21/8" x1 1/8" x 0.050"
ALUM RECEIVING CHANNEL
W/ (3) #12 x 314" SMS EACH
SIDE OF BEAM & (2) 3/8" DIA.
THRU BOLTS INTO THE POST
2"x5"SMB
3" x 3" x 0.090"
S-2 COMPOSITE ROOF TO CORNER POST 0 4TH WALL DETAIL
A_3 SCALE: NTS
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DRAWN BY
TP
06/02/17
REVISION
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SHEET NO:
A-3
File Copy
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