HomeMy WebLinkAboutWind Speed & Exposure PlanCONTRACTOR: TRI-COUNTY ALU ; 7JM_INC.
btSIGN CRITERIA:
Applicable Codes, Regulations. and Standards
1. The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Strucpaal 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.
Wino Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 16045: 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: VDLT =150 MPH, VASD =116 61PH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 20016: CategoryTYPE 1- Screen Room /
Patio Cover. Non -Habitable, Unconditioned
Roof Loads
1. Dead Load 2 PSF
2. Live Load 20 PSF
RoofTyve
1. Roof Type: MONOSLOPE
1 Roof Material: 0.024" x 3" x 12" Metals Building Products Steel Rhino Panel, Florida Product
Approval Number FL 18464.
Foundation Design
Existing concrete. No additional concrete footing or slab is required to mist 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, sualling, 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.
1 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 Sumcoast Aluminum
Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20120 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 014 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 I.- ASTM C 150
ii. Aggregates - Large Aggregate 34' mac- ASTM C 33
iii. Airentraining+/-I%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vL Other admixtures not permitted
- b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric-ASTM AI85
c. Concrete slump at discharge chute not less than 3" or mom 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
I. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vaporbarier.
IL All aluminum components embedded within concrete shall be coated with a bituminous paint or
epoxy.
8. All lumbar and plywood shall have grade marks and treatment identification and Shall conform to the
following.
a Framing lumber shall be minimum no. 2 souther yellow pine and have a maximum moisture
content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcue, as recommended for
the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in'
accordance with Es. tt-w-571 and bear the American Wood Preservatives Institute quality mark
Ip-1
a Wall Sheathing: APA rated Sheathing, thiclmess as indicated, Exposure 1.
d Aluminum members that are uncoated shall be separated from PT lumber by 304 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 alum members and specific sizes as indicated on A-1.
10. Contractor shall provide any additional backing and anchors as required by the window manufacturers
recommended procedures.
11. All glass panels within 24' of a door opening shall be oftempered glass per FBC-R30&4
11 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 engineering
fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED 'YG THE ADVANCED
TECHNOLOGY COU_ , _CIS WEBSM
AND GOOGLE EARTH.
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THESE PLANS Aim ALL PROPOSED WORK
ARE SUBJECT TO ANY COMMACTIONS
REQUIRED MY MELD IMPECTM THAT
MAY BE NECE61ARY IN MSR TO
COMKY WITH" APMAMA C00194
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PROF�II�11 11-
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CONCUR FASTENERS OR ATTACHMENTS
ARE THE RESPONSIMLITY OF THE
CONTRACTOR OF RECORD
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ST, LUCIE COUNTY
BUILDING DIVISION
REVIMED
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REVIEWED BY
DATE
PLANS AN PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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ALUMINUM MEMBERS DMNSII°-''
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
1 x 2: 1" x 2" x 0.040"
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 (SMB)
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 SNM: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x T' x 0.057" x 0.120"
2 x 8 SNM: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2"x9"x0.072"x0.12v
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
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
CHAIR
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3" x 3" x 0.090"
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POST
(2) 3/8" DIA. CONCRETE
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SCREW ANCHORS
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Tx 3" x 1/5" EXTRUDED
FROM UPRIGHT & @�
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24" O,C. (MIN. 3" EMBED.)
DIA. THRU BOLTS
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A_2 SCALE: NTS
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A_2 SCALE: NTS
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A_2 SCALE: NTS
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SLAB / FOOTING 6 ,6 • ANCHOR EMBEDMENT
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3" x 3" x 0.090" 1 1/2" x 21/6" x1 1/2" x 6" x 0.062"ALUM
POST ( ! RECEIVING CHANNEL W/ (5) i PY,
DATE DRAWN
2" x 6" SMB - - #14 % 3/4" SMS EACH SIDE OF err!!!`- - r t Y 09/26/17
BEAM & (3) 3/8" DIA THRU BOLTS L
INTO POST REVISION
3" x 3" x 0.090" - 1
POST
S-G RHINO PAN ROOF TO POST CONNECTION
S-4 RHINO PANEL TO CORNER POST C- 4TH WALL DETAIL S-5 RHINO PANEL TO CORNER POST CONNECTION SCALE: NTS
A SCALE: NTS A-3 SCALE: NTS A-3 SHEET NO:
A-3
3" RHINO
PANEL
1 1/B' x 2" x 1 1/8" x 5" x 0.062°
2"x5"SMB
END BEAM
ALUM RECEIVING CHANNEL
W/ (43) #14 x 3/4"SMS INTO
SELF -MATING BEAM
EACH SIDE OF BEAM & (3)
318"DIA. THRU BOLTS
11/2"x21/8"x1/112'x6'
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INTO POST
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2" x 8" SMB
SMS INTO EACH SIDE OF
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A-4 SCALE: NTS
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DATE DRAWN
09/26/17
REVISION
1 —
.
A _
S-9 HINO PANEL ROOF TO POST CONNECTION SHEET NO:
A-4 SCALE: NTS
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