HomeMy WebLinkAboutRevised Engineering for Awning 5226 ARMINA PL FORT PIERCE FL 1.29.21 CONTRACTOR: VETERAN CONSTRUCTION
SOLUTIONS
DESIGN CRITERIA: 3 a)o o niiiiiinu Digitally signed
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Applicable Codes, Regulations, and Standards Cl: �a �'7.a) P�' cEnis F b Craig E
1.The 7th Edition (2020)Florida Building Code, specifically Chapter 16 Structural 2 0 � 0 ~ � F' .o Y g
Design, Chapter 20 Aluminum,and Chapter 23 wood. ALL MEMBERS ARE 1"X1X.093" ALUMINUM TUBE 2 @ _=a > No.60102 Gunderson
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2.ASCE 7-10. a)-a c m E m
3.AWS D1.1: Structural Welding w a) ;moo:. STATE OF Date:
Wind Loads ° a ! `n E ° %�FS F..oR.oP �'�\\ 2021 .01 .1 5
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk E o °i5 o �' `-' 'S�oNIM- `
Category Il. (D M N a i 13:27:00 -05'00'
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2. Basic Wind Speed, Per section 3105.4.5.1,Wind Design Loads for Fabric Covered 3.N.o o
Structure with Quick Removal or Break Away Fabric.Wind Speed:VULT=150 Fn 0 ' 0 6 Y 0
MPH,VASD= 116 MPH.
3. Exposure Category, Paragraph 1609.4.3: C U N
4. Roof fabric shall be removed at sustained wind speeds of 75 MPH and greater. J p o
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Scope of Work: DETAIL A ( ~ `�
1. Canvas Awningwith Aluminum Frame.
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Specifications: _ TYP. z 0 OU v
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The following specifications are applicable to this project. �� w J O-) 0)
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1.All work shall be in accordance with the 7th Edition (2020) Florida Building Code,
and any other applicable local codes and regulations. 3-�, z LU � N
2.Awning and/or canopies shall be designed to requirements of Chapter 31, �I� H C
Special Construction, Section 3105.1,Awnings and Canopies, of the Florida �.J
Building Code, Building, 7th Edition (2020). 00
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3.All fabric shall comply with the Fire Propagation Performance criteria of NFPA 701 w Q J
or have a flame spread index not greater than 25 when tested according with ASTM 'L C-C `~
E 84 or UL723. �` Q G =
4. Fabric attachment to the frame shall be made in a readily removable or break away Q
fashion. U 3: c�
5.Awnings and Canopies shall be designed such that their fabric coverings shall be �� 06
readily removable during periods of high wind velocity.A legible and readily 0 CD Of
visible decal shall be installed on the Awning or Canopy instructing the owner or ' 0 N
tenant to remove the fabric covering film such periods as are designated by the U.S. 9 �� J a T-
weather as being a hurricane warning or alert. (Sustained wind speeds of 75mph and greater). 3 LL O
Decal shall read"Roof fabric shall be removed when wind speeds exceed 75 mph" ,(7 ca
6.All frame members shall be connected with 1/4"fillet weld around all intersecting �. 3 ��Ql
edges.All welds shall use Gas Metal ARC Welding Process that conform to the - ti 0
American Welding Society's Structural welding code(latest ed.) Aluminum (D1.2). Cover N �� Z
all welds w/corrosion resistant coating. All conncetions shall be fully welded unless rl p ,
otherwise noted. Weld wire shall be Alloy 4043, 5198, or 5356. rl 3/ �1 U
7. Mechanical Fasteners are required to be corrosion resistant, minimums are grade 2 � LU
or better zinc plated to ASJM B633. or coated stainless steel series"300"or
uncoated stainless steel series"400". 0
8.All members shall be 6063 T6 aluminum tube&all other material shall be 6063 T6
aluminum unless otherwise noted.
9.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. Portlande Cement Type 1,-ASTM C 150
ii.Aggregates-Large Aggregate 3/4" max-ASTM C 33 ALUMINUM TACK Z
iii.Air entraining+/- 1%-ASTM C 260 TO HOLD FABRIC 0
iv.Water reducing agent-ASTM C 494 1--
v. Clean Potable Water 1X1X.093 0
vi. Other admixtures not permitted HEADER BAR W
b. Metal accessories shall conform to:
i. Reinforcing Bars-ASTM A615,grade 60 U) 0 5- LL
ii.Welded wire fabric-ASTM A185 Z
c. Concrete slump at discharge chute not less than 3 or more than 5 .Water #12 TEK SCREWS 0 U) Q U
added after batching is not permitted. �1/4"X3"TAPCONS Z Z LU
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d. Prepare and place concrete per American Concrete Institute Manual of TROUGH Z BRACKET 0
Standard Practice, Part 1, 2, and 3 including hot weather recommendations. INTO CONCRETE OR a Q < _
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e. Moist cure or polyethylenece curing permitted. #14XY LAG SCREW a L > Q I-
f. Prior to placing concrete,treat the entire subsurface are for termite in THROUGH Z BRACKET w of 0 (0
compliance with the FBC. INTO WOOD o > 00 a Y 04 00
g. Concrete shall be placed over a polyethylene vapor barrier.
h.All alumimum components embedded within concrete shall be coated with a DESIGN DATE: 08/03/2020
bituminous paint or epoxy. DETAIL A REVISION 1: 10/14/2020 PAGE:
10.All flashing and weather proofing shall be provided by the contractor. REVISION 2: 01/15/2021
11. Use of these plans acknowledges and accepts a limit of liability not to exceed SCALE: NTS