HomeMy WebLinkAboutPROJECT INFORMATIONSUNCOAST ALUMINUM ENGINEERING, LLC.
13630 58TH STREET NORTH, SUITE 101
CLEARWATER, FL. 33760
CONTRACTOR: LP SERVICES OF AMERICA SC N
BY
PROJECT: UNCLE BOB'S STORAGE Sign 1 St Lucie County
10725 South Federal Highway
Port St. Lucie, FI.
APPLICABLE CODES, REGULATIONS, AND STANDARDS:
1) The 2010 Florida Building Code, Specifically Chapter 16.
2) ASCE 7-10
3) This analysis uses the Allowable Stress Design Methodology
4) Scope of work is limited to wind load calculations and connection design only..
WIND LOADS:
1) Building Occupancy Category, Paragraph 1604.5 and Table 1604.5.
Risk Category: II
2) Basic Wind Speed, Table 1609 C, Stae of Florida Debris Region & Basic Wind Speed,
Paragrapgh 1609.3.1 and Table 1609.3.1 Equivalent Basiv Wind Speed:
Vuu: 170 MPH
VASD: 132 MPH
3) Exposure Category, Paragrapgh 1609.4.3: B
4) Design Wind Pressure:
w = 30.4 psf
SIGNAGE PROPERTIES:
1) LETTER WIDTH: 7.75 ft
2) LETTER HEIGHT: 1 ft
AREA: 7.75 sgft
3) Number of Fasteners: 12 3/8" dia. lag screws or expansion bolts
4) Maximum Allowavle Design Values:
Shear: 160 lbs.
Tension: 350 lbs.
5) Reactions per Fastener:
Shear: 6.46 lbs.
Tension: 19.63 lbs.
6) Fastener Stress Ratio: 0.10 Less Than or Equal to 1.0
Therefore Adequate
Project Name: UNCLE BOWS SELF STORAGE
Project Location: 10725 South Federal Highway, Port St. Lucie, FI
Date: May 14, 2015
Wind Speed (Vast): 170 mph Exposure Category: FB
Building dimensions (rectangular footprint): Length (ft): 34.33
Width (ft): 225
Width of End Zone (Zone 5): 3.4 ft Mean Roof Height: 20 (MRH)
Wind Speed (Vasd):. 132 mph
ASD PRESSURES PERASCE7-10 Dimensions.(ft) AREA
REQUIRED DESIGN PRESSURES
Positive
Negative Pressures
ID#
Opening Description
Width
Height
(sgft)
(4 & 5)
Zone 4
Zone 5
1
SIGN 1
7.75
1.00
7.8
28.2
-30.4
-38.1
SUNCOAST ALUMINUM ENGINEERING, LLC.
13630 58TH STREET NORTH, SUITE 101
CLEARWATER, FL. 33760
CONTRACTOR: LP SERVICES OF AMERICA
PROJECT: UNCLE BOB'S STORAGE Sign 2
10725 South Federal Highway
Port St. Lucie, FI.
APPLICABLE CODES, REGULATIONS, AND STANDARDS:
1) The 2010 Florida Building Code, Specifically Chapter 16.
2) ASCE 7-10
3) This analysis uses the Allowable Stress Design Methodology
4) Scope of work is limited to wind load calculations and connection design only. .
WIND LOADS
1) Building Occupancy Category, Paragraph 1604.5 and Table 1604.5.
Risk Category: II
2) Basic Wind Speed, Table 1609 C, Stae of Florida Debris Region & Basic Wind Speed,
Paragrapgh 1609.3.1 and Table 1609.3.1 Equivalent Basiv Wind Speed:
VuLT: 170 MPH
VASD: 132 MPH
3) Exposure Category, Paragrapgh 1609.4.3:
4) Design Wind Pressure:
w = 25.7 psf
SIGNAGE PROPERTIES:
1) LETTER WIDTH: 42.25 ft
2) LETTER HEIGHT: 2.4 ft
AREA: 101.4 sgft
3) Number of Fasteners: 18 3/8" dia. lag screws or expansion bolts
4) Maximum Allowavle Design Values:
Shear: 160 lbs.
Tension: 350 lbs.
5) Reactions per Fastener:
Shear: 56.33 lbs.
Tension: 217.17 lbs.
6) Fastener Stress Ratio: 0.97 Less Than or Equal to 1.0
Therefore Adequate
Project Name: UNCLE BOB'S SELF STORAGE
Project Location: 10725 South Federal Highway, Port St. Lucie, FI
Date: May 14, 2015
Wind Speed (Vlt):r 170 mph Exposure Category:
Building dimensions (rectangular footprint): Length (ft): 34.33
Width (ft): 225
Width of End Zone (Zone 5): 3.4 ft Mean Roof Height: 20 (MRH)
Wind Speed (Vasa): 132 mph
ASD PRESSURES PER ASCE7-10 Dimensions (ft) AREA
REQUIRED DESIGN PRESSURES
Positive
Negative Pressures
ID#
Opening Description
Width
Height
(sgft)
(4 & 5)
Zone 4
1 Zone 5
1
SIGN 2
42.25
2.40
101.4
23.6
-25.7
-28.8
SUNCOAST ALUMINUM ENGINEERING, LLC.
13630 58TH STREET NORTH, SUITE 101
CLEARWATER, FL. 33760
CONTRACTOR: LP SERVICES OF AMERICA
PROJECT: UNCLE BOB'S STORAGE Sign 1
10725 South Federal Highway
Port St. Lucie, FI.
APPLICABLE CODES, REGULATIONS, AND STANDARDS:
1) The 2010 Florida Building Code, Specifically Chapter 16.
2) ASCE 7-10
3) This analysis uses the Allowable Stress Design Methodology
4) Scope of work is limited to wind load calculations and connection design only..
WIND LOADS
1) Building Occupancy Category, Paragraph 1604.5 and Table 1604.5.
Risk Category: II
2) Basic Wind Speed, Table 1609 C, Stae of Florida Debris Region & Basic Wind Speed,
Paragrapgh 1609.3.1 and Table 1609.3.1 Equivalent Basiv Wind Speed:
VuLT: 170 MPH
VAso: 132 MPH
3) Exposure Category, Paragrapgh 1609.4.3: B
4) Design Wind Pressure:
w = 30.4 psf
SIGNAGE PROPERTIES:
1) LETTER WIDTH: 7.75 ft
2) LETTER HEIGHT: 1 ft
AREA: 7.75 sgft
3) Number of Fasteners: 12 3/8" dia. lag screws or expansion bolts
4) Maximum Allowavle Design Values:
Shear: 160 lbs.
Tension: 350 lbs.
5) Reactions per Fastener:
Shear: 6.46 lbs.
Tension: 19.63 lbs.
6) Fastener Stress Ratio: 0.10 Less Than or Equal to 1.0
Therefore Adequate
Project Name: I UNCLE BOB'S SELF STORAGE
Project Location: 10725 South Federal Highway, Port St. Lucie, FI
Date: May 14, 2015
Wind Speed (V i): 170 mph Exposure Category: 0
Building dimensions (rectangular footprint): Length (ft): 34.33
Width (ft): 225
Width of End Zone (Zane 5): 3.4 ft Mean Roof Height: 20 (MRH)
Wind Speed (Vasd):. 132 mph
ASD PRESSURES PER ASCE7-10 Dimensions (ft) AREA
REQUIRED DESIGN PRESSURES
Positive
Negative Pressures
ID#
Opening Description
Width
Height
(sgft)
(4 & 5)
Zone 4
Zone 5
1
SIGN 1
7.75
1.00
7.8
28.2
-30.4
-38.1
SUNCOAST ALUMINUM ENGINEERING, LLC.
13630 58TH STREET NORTH, SUITE 101
CLEARWATER, FL. 33760
CONTRACTOR: LP SERVICES OF AMERICA
PROJECT: UNCLE BOB'S STORAGE Sign 2
10725 South Federal Highway
Port St. Lucie, FI.
APPLICABLE CODES, REGULATIONS, AND STANDARDS:
1) The 2010 Florida Building Code, Specifically Chapter 16.
2) ASCE 7-10
3) This analysis uses the Allowable Stress Design Methodology
4) Scope of work is limited to wind.load calculations and connection.design only.. .
u051• TP
1) Building Occupancy Category, Paragraph 1604.5 and Table 1604.5.
Risk Category: II
2) Basic Wind Speed, Table 1609 C, Stae of Florida Debris Region & Basic Wind Speed,
Paragrapgh 1609.3.1 and Table 1609.3.1 Equivalent Basiv Wind Speed:
VULT_ 170 MPH
VASD: 132 MPH
3) Exposure Category, Paragrapgh 1609.4.3: B
4) Design Wind Pressure:
w = 25.7 psf
SIGNAGE PROPERTIES:
1) LETTER WIDTH: 42.25 ft
2) LETTER HEIGHT: 2.4 ft
AREA: 101.4 sqft
3) Number of Fasteners: 18 3/8" dia. lag screws or expansion bolts
4) Maximum Allowavle Design Values:
Shear: 160 lbs.
Tension: 350 lbs.
5) Reactions per Fastener:
Shear: 56.33 lbs.
Tension: 217.17 lbs.
6) Fastener Stress Ratio: 0.97 Less Than or Equal to 1.0
Therefore Adequate
Project Name: UNCLE BOB'S SELF STORAGE
Project Location: 10725 South Federal Highway, Port St. Lucie, FI
Date: May 14, 2015
Wind Speed (V it): 170 mph Exposure Category: FB
Building dimensions (rectangular footprint): Length (ft): 34.33
Width (ft): 225
Width of End Zone (Zone 5): 3.4 ft Mean Roof Height: 20 (MRH)
Wind Speed (Vasa): 132 mph
ASD PRESSURES PER ASCE7-10 Dimensions (ft) AREA
REQUIRED DESIGN PRESSURES
Positive
Negative Pressures
ID#
Opening Description
Width-
Height
(sqft)
(4 & 5)
Zone 4
Zone 5
1
SIGN 2
42.25
2.40
101.4
23.6
-25.7
-28.8