HomeMy WebLinkAboutsp-07-177 valley shepherd church of the nazareneM7 G1 �,®� �� Planning Department
-C � � SIGN PERMIT APPLICATION
Type of Review Requested (check all that apply)
R Sign Permit
Total value of sign(s) (excluding value of electrical portion & cost of installation): $ 10,000
Total value of electrical portion only (must obtain: electrical permit): $ 6,000
:1 Planned Sign Program
Temporary Sign Permit: o 15 day o 30 day o 60 day o 90 day Expiration date:
Applicant Information
Property owner's name: Valley Shepherd Church Of The Nazarene
Property owner's address: 150 Mae5tra Street
Business owner's name: pastor George Zickef000e
Business owner's address: 531 N Main 5t. Meridian, 0
Sign contractor: Young Electric Sign Co
Sign contractor address: 416 E 415t Boise, ID
Primary contact i
Contact e-mail:
s: E Property owner ` Business owner -9 Sign contractor ❑ Other
abunnell@ye5co.com
Subject Property Information
Business name: Valley Shepherd Church Of The Nazarene
Location/street address: 150 Maectra Street
Range of addresses (if PSP):
Legal Description: Lot Block Subdivision
3N 1W24
Phone:
Zip: 83642
Phone: 555-2141
Zip: 83642
Phone: 345-2952
Zip: 53714
Fax: 345-3064
Zoning district: P-5
Is there an existing Planned Sign Program for this property? Yes No Not required
Comments:
Temporary Sign Permit Information (if applicable)
Size of sign: Height (in feet) Width (in feet) Sign will be located: On-site Off-site
Type of sign (e.g. banner, balloon, "T" frame, sandwich board, inflatable):
Name of person responsible for removal of sign:
Authorization
Business owner/authorized agent's printed name:
Business owner/authorized agent's signature:, ;
Phone:
�l Date: f(.J—/Se-6 %
J
/ Date: /0 -/ 67
STAFF USE ONLY: Date fil File number(s): ` Sign Permit Fee:
Planning Dept. approval: Date: 10
Building Dept. approval: Date:
660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org
(Rev. 9121106)
10/9/2007
10:47 AM
Structural Engineering Calculations for:
Valley Shepherd Church
831 N. Main St.
Meridian, ID
Monument sign 20' OAH
Code: IBC 2003
Index
Title ..................1
Specifications .................. 2
Wind Loads .................. 3
Steel Column .................. 4
Footing ................. 5
Drawing .................. (Atached - 1 of 1)
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Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
10/9/2007
10:47 AM
SPECIFICATIONS
Project: Valley Shepherd Church
Descript: Monument sign 20' OAH
Code...
Steel...
IBC 2003
Design and fabrication according to AISC-ASD, 9th edition.
Plate, angle, channel, tee and wide flange: ASTM A36, Fy = 36 ksi.
Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi.
Machine bolts: ASTM A307.
Steel for reinforced concrete: ASTM A615, Grade 60.
Welding...
Design and fabrication according to AWS D1.1, current edition.
AWS certification required of all structural welders.
E70XX electrodes for SMAW processes.
F7X-EXXX electrodes for SAW processes.
Concrete...
Design and construction according to ACI 318-95.
Compressive strength at 28 days, f'c= 2,500 psi minimum.
Concrete poured into constrained earth excavations must cure under proper
conditions for 4 days prior to sign box installation. ( Exception: if the overall height
of the sign is less than 20 feet and the sign pole is adequately braced against wind
loads for a minimum of 4 days, the sign box may be installed the same day as the
as the footing is poured. )
For pier and caisson footings, concrete must be poured against undisturbed earth.
Maintain a minimum 3" concrete cover over all steel embeded in concrete below grade.
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
10/9/2007
10:48 AM
WIND LOADS
Project: Valley Shepherd Church
Descript: Monument sign 20' OAH
Ref: IBC 2003, rigid structure (f >= 1.0)
Basic Wind Speed=
Directionality Factor, Kd=
Importance Factor, 1=
Exposure=
Topographic Factor, Kzt=
Gust Effect Factor, G=
Force Coefficient, Cf=
90
mph (3 -second gust)
0.85
psf
1.00
15.9
C
open terrain, scattered obstructions
1.00
no hills, ridges or escarpments
0.85
structural frequency >= 1.0
1.20
M/N <= 6
Calculation of Design Wind Pressures
z(ft) qz=0.00256(Kz)(Kzt)(Kd)(V^2)(I) Pz=(gz)(G)(Cf)
15
15.0
15.3
psf
20
15.9
16.2
psf
25
16.6
16.9
psf
30
17.3
17.6
psf
40
18.3
18.7
psf
60
19.9
20.3
psf
80
21.3
21.8
psf
100
22.2
22.7
psf
120
23.1
23.6
psf
160
24.5
25.0
psf
200
25.7
26.2
psf
300
28.0
28.6
psf
400
29.8
30.4
psf
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
10/9/2007
10:48 AM
STEEL COLUMN DESIGN
Project: Valley Shepherd Church
Descript: Monument sign 20' OAH
Ref: Manual of Steel Construction, AISC 9th Edition
Areas Subject to Wind Forces
Height Width Area Centroid Wind
1) Sign cabinet 71.470 14.613 15.28
2) Decorative sides 69.000 6.333 15.28
3) Base 24.000 1.500 15.28
Calculation of Design Forces at Critical Heights
y (ft) M(#') V(#) y (ft) M(#') V(#)
@ grade 23,188 2,513
Column Support Design Table
# of Column
Column Length
Start
End
Sleeve S act fb
Cols Type
Size
Elev
Elev
Depth
(P, TS)
(ft)
(ft)
(ft)
(in) (in^3) (ksi)
1 P
8"(.322) 25.25
-5.25
20.00
NIA 16.80 16.6
Allowable Bending Stresses
Column Column Criteria
Type Size
P 8"(.322) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
10/9/2007
10:48 AM
LATERAL BEARING PIER AND CAISSON FOOTINGS
Project: Valley Shepherd Church
Descript: Monument sign 20' OAH
Ref: IBC 2003,1805.7
# Footings= 1 Moment/Footing, M= 23,188 Ib -ft
Pass lat soil res, q= 150 psf Composite Centroid, h= 9.23 ft
Equiv Concentrated Load, P= M/h= 2,513 Ib
Rectangular Pier
Width, W=
4.0
ft, parallel to sign face
Length, L=
4.0
ft, perpendicular to sign face
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))=
5.4
ft
Actual D=
5.5
ft
S1= (2)(q)(D/3)=
548
psf
b= Sgrt(WA2 + L^2)=
5.7
ft
A= (2.34)(P) / (S1)(b)=
1.9
Concrete Volume
Outside Width of Column= 8.625 in
Depth of Column in Footing= 5.25 ft
Volume of Concrete per Footing= 3.1 cubic yards (+-)
Total Order Volume of Concrete= 3.1 cubic yards (+-)
Sign Engineering 3.1
(C) 1998 Young Electric Sign Company
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