HomeMy WebLinkAboutRequest CAB #08-03 2/04/2008COMMUNITY APPEARANCE BOARD
APPLICATION & GENERAL INFORMATION
TO BE COMPLETED BY APPLICANT
Type of Request: lCt
�e QveS-r4t.og 0.3
Date Submitted: t -" I - 0
Project Name (if Applicable) :(
Project Address: 6�9c'I ( 1-NA 1Q. oAft), A&, AO,QAL 33 (LW_
Legal Description: Section , Township aq ,
Range 37 , Lot(s) , Block
k
Parcel -4.3-7 - a3 0 - 00 511 ► (--p00D . 0
Subdivision:
Name(s) of Property Owner(s): 'L 9 ' NIfPf1-AS,s tot) Q
Owner(s) Address: 4 0° [-- -C 4- \o vk''1' C Z- SO v &CPA 3 n2-C
Phone#: 3 `' vY, ` pace Fax#:
Applicant Name: \ tArU APteVv- hi-6a ors ►btf's ((tl(fci • /&r
Applicant Address:316`7 /k A-Mreo_Ack-�) %)\,JtN O L,R ,Jo 3-1,B\O
Phone#: b 1=310 - 3`�3 i Fax#: Ltl o2l� - 6399
(Office Use Only)
Is application complete: Yes/No
If no, date application returned to applicant:
Date/Time Board will consider request: . / K (c g 7v�
Application Fee: 35, ace Fee Paid: ZiraYNo
Application Reviewed by:
Date Reviewed: //.2,t/08
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Page 1 of 1
Jim Ford, CFA
Brevard County Property Appraiser - Map Search
http://www.brevardpropertyappraiser.com/scripts/esrimap.dll?name=Brevard 1 &id=20080 1 ... 1 / 11 /2008
• 2007 Tele Atlas
st[...gminsic1111111111.1995,:a,
80°36'21.25W
Date 11/29/07 City, State: . Cape Canaveral, FL SHEET: 1 OF ;3
Clients Federal Heath Sign Overall Height 20'-0" Max. Sean M. McFarland, P.E.
Sign::'' " Dollar "Thrifty Wind Speed 130 mph
Project Description
6799 N. Atlantic
Table of Contents
Height 20'-0" Max.
ME Job: 07-11064 A
Client Job: 23-72717
Overall Size: 36" x 72"
Mounting Height: 20'-0" Max.
Mounting Style: Double Clip Angle Mounted Wall Sign
Structural Variables and Code Loading Specifications
Content: Page
Design Loads 1
Connection Design 1
Installation Details 2-3
Sign Type:
Existing Wall Material:
Sign Weight Per Foot:
Connection Design
Channel Letters / Wall Signs
Other
15
Code:
Wind Speed:
Wind Exposure:
Wind Loads Per ASCE 7-02
2004 FBC w/ 2006 Sup.
130
c
Using ASCE 7-02 (Simplified Procedure)
Topography: Homogeneous I = 1.15 (Table 6-1)
Exposure: C lambda = 1.29 (Figure 6-3, Exp. C, height=20 ft)
Enclosure: Enclosed
Structure: Components and Cladding Zone = 5 (End -Wall - Worst Case)
Building: Category III Effective Wind Area = 10 Sq. Ft.
Net Wind Pressure = -40.7 (Figure 6-3)
Total Load Pnet = (lambda)*I*Pnet
Pnet (20) = -60.38 PSF
Sign Loads Area Pressure (Suction) Force
Main Cabinet 13.50 FTA2 -60.38 PSF -815 LBF
Use: 3/8" Dia. Thru Bolts
Connection Design
Main Cabinet
Nov 2 9 2007
License Expires FEB 2 8 2009
Connections Force Per 3/8" Dia. 3/8" Dia.
Total Connection Thru Bolts
6 -136 LBF 250 LBS
Connection Specification
Total connectors required - Attach Cabinet to Building w/ (6) 3/8" Dia. Thru Bolts w/ Angle Backers (Continuous)
Space Connectors Per Spacing Shown on Drawing. Double Nut Threaded Rods. Screw Trimcap of Cabinet
@ 6" O.C. Maximum.
Sean M. McFarland, PE, 19526 Kuykendahl, Spring, TX 77379 (281) 813-7439
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Y:\D\Dollar\Cabinets\S—F\36"x72" SF DOLLAR ILLUAI\DOLLAR 36" z 72"
11/29/07' City, State
Federal Heath Sign Overall Height:
Dollar Thrifty• Wind Speed
Cape Canaveral; FL
201-0" Max.'
130 mph
SHEET: 1 OF ,3
Sean M McFarland, P.E.
Project Description
6799 N. Atlantic
Table of Contents
Height
ME Job:
Client Job:
Overall Size:
20'-0" Max.
07-11064 B
23-72717
2'-6" x 6'-0"
Mounting Height: 20'-0" Max.
Mounting Style: Double Clip Angle Mounted Wall Sign
Structural Variables and Code Loading Specifications
Content: Page
Design Loads 1
Connection Design 1
Installation Details 2-3
Sign Type:
Existing Wall Material:
Sign Weight Per Foot:
Connection Design
Channel Letters / Wall Signs
Other
15
v Code:
Wind Speed:
Wind Exposure:
Wind Loads Per ASCE 7-02
2004 FBC w/ 2006 Sup.
130
c
Using ASCE 7-02 (Simplified Procedure)
Topography: Homogeneous I =
Exposure: C lambda =
Enclosure: Enclosed
Structure: Components and Cladding
Building: Category III
Total Load
Sign Loads
Pnet = (lambda)*I*Pnet
Pnet (20) = -60.38
Area
Main Cabinet 15.00 FTA2
Use: 3/8" Dia. Thru Bolts
Connection Design
Main Cabinet
Connections
Total
4
Zone =
Effective Wind Area =
Net Wind Pressure =
PSF
Pressure (Suction) Force
-60.38 PSF
Force Per
Connection
-226 LBF
1.15 (Table 6-1)
1.29 (Figure 6-3,
5 (End -Wall -
10 Sq. Ft.
-40.7 (Figure 6-3)
-906 LBF
Exp. C, height=20 ft)
Worst Case)
NOV 2 9 2007
License Expires FEB 2 8 2009
3/8" Dia. 3/8" Dia. 3/8" Dia.
Lags (2X) Kwik Bolts Thru Bolts
245 LBS 290 LBS 250 LBS
Connection Specification
Total connectors required - Attach Cabinet to Building w/ Either (4) 3/8" Dia. Thru Bolts w/ Angle Backers
(Continuous), OR (4) 3/8" Dia. Kwik Bolts -1 1/2" Embedment OR (4) 3/8" Dia. Lags into 2X Blocking. Space
Connectors Per Spacing Shown on Drawing. Double Nut Threaded Rods. Screw Trimcap of Cabinet @
6" O.C. Maximum.
Sean M. McFarland, PE, 19526 Kuykendahl, Spring, TX 77379 (281) 813-7439
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er`' 11/29/07
Client: ,Federal Heath Sign
n Dollar Thrifty
City, State: Cape Canaveral, FL
Overall Height: 19'-9"
Wind Speed 130 mph
SHEET: 1 OF 3
Sean M. McFarland, PE
Sign Description
6799 N. Atlantic
Table of Contents
# Columns: 1
ME Job: 07-11064 C
Client Job: 23-72717
Sign Size: 19'-9" x 5'-0"
Structural Variables and Code Loading Specifications
Content: Page
Design Loads 1
Support Design 1
Foundation Design / General Notes 2
Design Drawing 3
Cabinet Type:
Structural Section:
Number of Zones:
Miscellaneous
v
Code:
Wind Speed:
Wind Exposure:
2004 FBC w/ 2006 Sup.
v
Steel Pipe - 35000psi
130
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Wind Loads Per ASCE 7-02
Sign Sections:
Cabinet Wt. Pipe Weight Transition
Zone Per S .Ft. Per Foot (Y or N)
1 15 'V 28.6 #/FT y
2 15 " 49.6 #/FT y
Geometry of Sign:
NOV 2 9 2007
State License: Florida - 61049
License Expires FEB 2 8 2009
Top * Approx. Avg. Width Approx.
Zone Elevation Height Width Pressure Force Weight
1 19.75 FT 10.25 FT 5.00 FT* 49.93 PSF 2.56 K 1,061 #
2 9.50 FT 9.50 FT 5.00 FT * 47.28 PSF 2.25 K 1,183 #
Moments at Transitions:
Lateral 2 1
Force Mom. Arm Mom. Arm
1 2.56 K 14.63 FT 5.13 FT
2 2.25 K 4.75 FT
Zone
Total Wind Force = 4.80 K 2,245 #
48.09 K-FT 13 K-FT
Section Modulus Req'd: 24.98 INA3 6.81 INA3
Structural Sections to be used:
Pipe
Option Dim. Wall t. Weight Sxx d/t Sxx Req'd
2 Pipe 12.75 IN 0.375 IN 49.6 #/FT 43.81 INA3 34.00 24.98 INA3
1 Pipe 8.63 IN 0.322 IN 28.6 #/FT 16.80 INA3 26.79 6.81 INA3
Zone
The electronic seal appearing on this document was authorized by Sean M. McFarland, PE on November 29, 2007
Sean M. McFarland, PE • 19526 Kuykendahl
Spring, TX 77379 • Phone (281) 813-7439
Date: ` 11/29/07
Client Federal Heath Sign
Sign. Dollar Thrifty:
City, State: Cape Canaveral, FL
Overall .Height: 19'-9"
Wind Speed. 130 mph
SHEET: 2 OF 3"
Sean M. McFarland, PE
Foundation: (Non -Constrained)
Typical of One Drilled Pier Footing
Pier Footing Design:
d=A/2*(1+(1+(4.36`h)/A)^1/2))
where A = (2.34 * P) / (S1 * b)
Mmax =
Pmax (Lateral) =
LSBP =
S1 =
b=
48,089 #-FT
4,805 #
175 PCF
831 PCF
3.000 FT
Select the footing and soil type:
Footing:
Vert. Soil Bearing (psf):
Lat. Soil Bearing (psf):
A = 4.51 FTA2
h = 10.009 FT
d = 9.621 FT
USE:. . :` 300 FT: RND: X
Round
v
1500
•
175
1.025 FT DEEP'FOOTING
Soil Bearing Check:
DLmax =
Area of Footing =
Actural SBP =
Allowable SBP =
General Notes
2,245 LBS
7.07 FTA2
318 PSF
2,775 PSF
.8 PSF
Concrete Volume: 2.36 ydA3
(Includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
,77.5 PSF _:: THEREFORE _OK
1 Contractor shall verify all dimensions and conditions on job site
2 Structural steel pipe shall conform to ASTM A53 grade B type E or S, Fy=35 ksi min.
3 Structural steel tube shall conform to ASTM A500 grade B, Fy=46 ksi min.
4 Structural steel shapes and plates shall conform to ASTM A36.
5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E70XX electrodes.
6 Isolate Aluminum from Steel
7 All bolt holes to be drilled or punched.
8 2500 psi (min) 28 day concrete compressive strength
9 All electrical work to conform to the requirements of UL48 and section 600 of NEC.
10 UL and Data labels required
11 Sign to be a minimum of 6-ft horizontal & 12-ft vertical from high voltage wires.
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