HomeMy WebLinkAboutPLANSCONTRACTOR: C + C Canvas at -n=ng
WIND SPEED AN 'POSUREHAVE
DESIGN CRITERIA:
BEEN DETERMINP;II USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
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Applicable Codes. Regulations, and Standards
L The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood
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2. ASCE 7-10.
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Wind Loads
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1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category II.
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2. Basic Wind Speed, Per section 3105.4.2.1, Wind Design Loads for Fabric Covered
Structure with Quick Removal or Break Away Fabric.Wind Speed Vurr=105
St.
ST. CIE COUNTY
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Lucie Count BUILDING DIVISION S'•.,
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REVIEWED
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IYPpH Vxsc=82 MPH
3. Exposure Category, Paragraph 1609A.3: B
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4. Roof fabric shall be removedat sustained wind speeds of 75 MPH and greater.
REVIEWED BY III
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$cope of Work:
Scope
PLANS AND E99 PIT L PROFESPIONALSEAL
I. Canvas Awning with Aluminum Frame
MUST BE KEPT OtIIrJOB OR
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Foundation Design:
NO INSPECTION WI L REMADE A-2
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New 12"x12"x24" Deep Isolated Footing Poured with 2500 PSI Concrete
(-ASpecifications:
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RAFTERS 1" DIA. ALUMINUM PIPE
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The following specifications are applicable to this project.
AT 40"O.C. 6063 SCH. 40 PIPE -
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1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code,
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28-0" RAFTER
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and any other applicable local codes and regulations.
2. Awning and/or canopies shall be designed to requirements of Chapter3l,
'�-10' CENTERS OR LESS--+
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Special Construction, Section 3105.1, Awnings and Canopies, of Ore Florida
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Building Code, Building, Sth Edition (2014).
3. All fabric shall comply with the Fire Propagation Performance criteria ofNFPA 701
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have flame index than 25 tested ASTM
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or a spread not greater when according with
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4. Fabric attachment to the frame shall be made in a readily removable or break away
fasbiou.
5. Awnings and Canopies shall be designed such that their fabric coverings shall be
readily removable during periods ofhigh wind velocity. A legible and readily
installed instructing
I. � CANNED
visible decal shall be on the Awning or Canopy the owner or
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tenant to remove the fabric covering film such periods as are designated by the U.S.
weather as being a hurricane warning or alert (Sustained wind speeds of 75mph
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and greater)
6. All frame members shall be connected with 1/4" fillet weld around all intersecting
IACHflIfJOI, -It Lucie County
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THI A980ONSIBI61I
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edges. All welds shall use Gas Metal ARC Welding Process that conform to the
American Welding Society's Structural welding code- Aluminum (D12). Weld
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wire shall be Alloy 4043, 5198, or 5356.
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7. Mechanical Fasteners are required to be corrosion resistant, minimums are grade 2@@�
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or better zinc plated to ASTM B633, or coated stainless steel series "300" or
"400".
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uncoated stainless steel series
8. All forme material shall be I" 6063- T52 schedule 40 aluminum pipe unless
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otherwise noted.
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9. Where concrete specifications are required, whether in the screen enclosure scope
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or not, by one or more regulatory agency, the following specifications are
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applicable:
WEB MEMBERS
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a. Concrete shall conform to ASTM C94 for the following components:
3/4" ALUMINUM PIPE
TOP + BOTTOM CORD MEMBERS SCbtR. JIQE:i
i. Portland Cement Type I,- ASTM C 150
6063 SCH. 40 0
1" ALUMINUM PIPE 6063 SCH 40
ii.Aggregates-Large Aggregate 34'max-ASTM C33
iii. Airemmining+/-1%-ASTMC260
iv.Water reducing agent -ASTM C494
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v. Clean Potable water
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vi. Other a tures not perrmtt
b. Metal accessories shall conform to:
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i. Reinforcing Bars- ASTM A615, grade 60
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Welded wire fabric-ASTM A1
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a Concrete slump at discharge chuteute not less than 3" or more than 5". Water
4-0"
added after batching is not permitted
ALL WELDS 1/4" FILLET
TRUSS TYPE ®
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d Prepare and place concrete per American Concrete Institute Manual of
WHERE POSSIBLE
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Standard Pmctice,Pans l,2,and3 Including hot weatherrecormnendations.
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e. Moist cure orpolyethylene curingpermitted.
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f. Prior to placinconcrete, treat the entire subsurface area for termites in
compliance with theFBC.cedo
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g. Concrete shall be placed overa polyethylene vaporbarriec
h. All aluminum components embedded within concrete shall be coated with a
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bituminous paint or epoxy.
"�rpLe y.;Iil ir'{ I I ^fiCel tY 1,75t ��
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DRAWN BY
11. All flashing and weather proofingndshall provided
RIBBON/CROSS STRUCTURE TRUSS
TOP + BOTTOM CHORDS
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DATE DRAWN
I1. a cepts a notor.
acknowledges and acceptsa limit ofliability not to exceed
to 1" ALUMINUM 6063 SCH. 40 PIPE
and
design and engineering fee.
design
03/24l16
REVISION
ALL WELDS 1/4" FILLET 3/8" ALUMINUM ROD 16" OR LESS ON WEB TRUSSING
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WHERE POSSIBLE WELDED TO TOP AND
BOTTOM MEMBER
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SHEET NO:,��{JJ(
32'— 0"
LATERAL TRUSS
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1/4" DIA. X 4 3 1/4" TAPCON /�ffff PI
SET THRU PIPE. 4" FROM EACH SIDE OF RAFTER PROFES IONALISEAL\`
AND 40" O.C. MAX ' d
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CONCEAL -Ed FASTENER8 OR APTACHMEM
ARE TN ANPONSIBUTY Of THE o
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iFiE`C PLANS AND ALL PRCPOSGD WCAfC U'l w m o o N o
ARE SUf3JFCT TO ANY CORirCiiCfi'a Q `u ¢ w
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REQUIRED BY KLD INSPECTORS THAT v z
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MAY BE f�LEC£&f ANY M C3PID t TO N w m a w o
CO".aPLYWIT ;I ALL APPLICABLE CODES. w
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END MONO TRUSS o
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EXISTING CBS Y
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3 1/4" X 1/4" TAPCONS SET THRU ~
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PIPE AND INTO CONCRETE ¢ N o
STRUCTURE ON FIRST (2) FASTENERS AT 4" a Y m m v_
TOP AND BOTTOM ENDS AND REMAINER DRAWN BY
AT 40" O.C. MAX SM
DATE DRAWN
S-1 CONNECTION AT MONO END TRUSSES 03/24/16
A-2 REVISION
SHEET NO:
A-2