HomeMy WebLinkAboutAPPLICATION & IMAGES - 07-00315 - Brooklyn Apartments - Sign9 0
Sign Permit Application
City of Rexburg
12 North Center Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022
REXBUR
C,7 CITY OF
U REX
America's Family Community
Fixed Signage
Applicant Information y 'Ut I ? 206V
Date of Application: /i,� y Permit Number: Q/ry OP a„
Owner Name: 2 rtr Rix
Site Address: Jv� s z i��ve�+�`/'Sev
Mailing Address:
City
Telephone: 35 e8m Mobile:
Contractor Information
Contractor's Name: S'ie.
w u
Of 410�1
Ue-
v - /
Contractor's Address: 120
vf�l /ik City /State /Zip /G�v�� ry,41
Contractor's Telephone: S2 3 _g b Mobile: 99/ 7 V `!fie
Sign Information L-1 (:e - � * 22
Sign area sq. ft: Sign Height (from ground):
Sign Descriptions : s
For a Sign Permit it is mandatory that you have the following information:
2 sets of elevation drawings of a sign & (plot plats if abblicable
Drawn to scale with dimensions
and complete construction materials
Footings if applicable
Engineer stamped if required
FREE STANDING SIGN
WALL SIGNS
Plot Plan to scale showing:
❑ a) Sq. footage of wall (sign on)
A? a) Building location
❑ b) Existing signs & area
,yi b) Lot size
o c) New sign & area
&rc) New sign location
❑ d) Location of sign on wall
f� d) Dimensions to sign from property lines
❑ e) Is sign lighted? Yes (must meet state electrical code)
j� e) Parking lot entrances
(sign must be in legal done for lighting and type)
kv f) Distance of sign from right of way
p g) Existing Signs location & area
f h) Is sign Lighted? Yes (must meet state electrical code) (sign must be in /egad done for lighting and type)
ee: $100.00* - $75.00 refundable at time nal inspection and photo of completed sign.
*An extra $40.00 charge will a
li e�y powered r ligh sign.
Signature of Applicant:
t k
Note: This document is f application purposes only (the legal sign permit form must be signed by city officials before sign is approved)
See Sign Ordinance (no. 908) at www.fexburg.org for regulation information.
7/16/2007
1:44 PM
STEEL COLUMN DESIGN
Project: FOR EDUCATION ONLY, NOT TO BE USED FOR COMMERCIAL WORK.
Descript: DESCRIPTION
Ref: Manual of Steel Constru AISC 9th Edition
Areas Subject to Wind Forces
1) brooklyn
2)
3)
5) C .
7)' n
Calculation of Design Forces at Critical Heights
Height Width Area Centroid Wind
W$
11.0 24.3
y (ft) M( #') V( #) y (ft) M( #') V( #)
@ grade 12,838 1,167
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
5 "(.258)
N/A
5.45
28.3
30.7
FALSE
FALSE
FALSE
#DIV /0!
so...
FALSE
#N /A
FALSE
#DIV /0!
FALSE
FALSE
#N /A
FALSE
#DIV /0!
#N /A
FALSE
ksi
FALSE
#DIV /0!
#N /A
FALSE
Fb=
FALSE
#DIV /0!
Allowable Bending Stresses
Column Column
Criteria
Stress increase factor=
1.33
Type Size
p 5 "(.258)
d/t
<3300 /Fy
so...
Fb=
0.66Fy=
30.7
ksi
FALSE
help
#N /A
so...
Fb=
#N /A
#N /A
ksi
FALSE
help
#N /A
so...
Fb=
#N /A
#N /A
ksi
FALSE
help
#N /A
so...
Fb=
#N /A
#N /A
ksi
FALSE
help
#N /A
so...
Fb=
#N /A
#N /A
ksi
FALSE
help
#N /A
so...
Fb=
#N /A
#N /A
ksi
7/16/2007
1:44 PM
LATERAL BEARING PIER AND CAISSO FOOTINGS
Project: FOR EDUCATION ONLY, • NOT TO BE USED FOR COMMERCIAL WORK.
Descript: DESCRIPTION
Ref: Uniform Building Code 1994 (Sec. 1806.7)
# Footings= 1 Moment/Footing, M= 12,838 lb-ft
Pass lat soil res, q= 200 psf Composite Centroid, h= 11.00 ft
Equiv Concentrated Load, P= M /h= 1,167 lb
Rectangular Pier
Width, W= 3.0 ft, parallel to sign face
Length, L= 3.0
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 4.3 ft RECE,E
S1= (2)(q)(D /3)= 565 psf JUL ) 7
b= Sgrt(W "2 + L "2)= 4.2 ft
A= (2.34)(P) / (S1)(b)= 1.1 CITY OF REXLjURG
Round Caisson
Diameter, b= ft, round augered hole
Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft
S1= (q)(2)(D /3)= psf
A= (2.34 P) / (S1)(b)=
Foundation Bearing Check
Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18 -1 -A, at grade
Square Round
Sign Wt=
lb
Base Wt= 5,814
lb
Area= 9.0
sq ft
q max= 646
psf, soil
OK, with depth increase
Sign Wt=
lb
Base Wt=
0
lb
Area=
0.0
sq ft
q max=
#DIV /0!
psf,soil
#DIV /0!
Concrete Volume
Outside Width of Column= 5.563 in
Depth of Column in Footing= 0 ft
Volume of Concrete per Footing= 1.4 cubic yards ( + -)
Total Order Volume of Concrete= 1.4 cubic yards ( + -)
01
d
r3c
F
Approval Checklist: __Colors __Sizes __Spelling __Prices Approved by_____________ Date
800 - 939 -8540 toll free o E M B E R
208- 523 -8540 phone O
208 -523 -8948 fax � Co 2 O O 7
SIGH P The copyright to this design i 1
1730 Woodruff Park s gn Is owned by LISTED �GgRA1f��0 INTERNATIONAL
Idaho Fans, ID 83402 Sign Pro and may not be used or SIGN ASSOCIATION
;:..
david @gosignpro.corn reproduced in any way without written ELECTRICAL CONTRACTOR
www.gosignpro.com consent from Sign Pro. LICENSE NUMBER SC -29265
Bw- A) KLYN
I
f• t t rC)F <,
r3c
F
Approval Checklist: __Colors __Sizes __Spelling __Prices Approved by_____________ Date
800 - 939 -8540 toll free o E M B E R
208- 523 -8540 phone O
208 -523 -8948 fax � Co 2 O O 7
SIGH P The copyright to this design i 1
1730 Woodruff Park s gn Is owned by LISTED �GgRA1f��0 INTERNATIONAL
Idaho Fans, ID 83402 Sign Pro and may not be used or SIGN ASSOCIATION
;:..
david @gosignpro.corn reproduced in any way without written ELECTRICAL CONTRACTOR
www.gosignpro.com consent from Sign Pro. LICENSE NUMBER SC -29265
mw-�,
\ � �
WAZ
\ %:
�
\� � .
\
}
AF
mw-�,
\ � �
CLAIM FORM
VENDOR #
Q = n
car OF
R-EXBUR-G
AMER.ICXS FAMILY COMMUNITY
NAME
ADDRESS
Ll._� ► r i 1
DATE T ' b
FED ID or SS#
TELEPHONE . 623 - $6
CLAIMANT C HIS AGENT SIGN HERE