HomeMy WebLinkAboutCOLLIER AVE 18289_06-00002935 City of Lake Elsinore
PERMIT 130 South Main Street
- DATE: 7 25 0
JOB ADDRESS 18289 COLLIER AVE
DESCRIPTION OF WORK SIGN
OWNER CONTRACTOR
THE BERGMAN CO. AD/S
13745 SEMINOLE DR 2950 PALISADES
CHINO, CA 91710 CORONA CA 92880
951-270-0840
LIC EXP 0/00/00
A. P.# . . . . . 377-070-021 9 SQUARE FOOTAGE 0
OCCUPANCY . . . GARAGE SQ FT 0
CONSTRUCTION FIRE SPRNKLR
VALUATION . . . 40, 000 ZONE . . . NA
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
2 . 00 X 21 . 0000 SIGNS 42 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
SIGN PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 252 . 00
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
15 . 00 X 9 . 0000 VALUATION 135 . 00
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
ELECTRICAL PERMIT 77 . 00 . 00 77 . 00
SIGN PERMIT 392 . 00 . 00 392 . 00
OTHER FEES
PLAN RETENTION FEE 7 . 50 . 00 7 . 50
SEISMIC OTHER . 50 . 00 . 50
PLAN CHECK FEES 251 . 55 . 00 251 . 55
TOTAL 728 . 55 . 00 728 . 55
SPECIAL NOTES & CONDITIONS
TWO MONUMENT SIGNS
r
Iiat£: 7I15j06 25 q=ipt nca;
2Q0b- 29j5 .
l f T $77a.55
number, N3012
1.1-r4%F�'U 112878-.�i1.5i
Tram date: 7/ -5%i7E aim 11:52:07
City of Lake Elsinore Please read and initial
Building Safety Division 1.1 am Licensed under the provisions ofBusiness and professional Code Section 7000 et seq.and
my license is in full force.
•
Post in conspicuous place 2.1,as owner ofthe property Gril,or my employees w/wages as their sole compensation l do the woi
on the job and the structure is not intended or offered for sale.
3.I as owner ofthe property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project_
JOB ADDRESS for each respective inspection: 4.I have a certificate ofconsent to selfinsure or a certificate of Workers Compensation Insurance
Approved plates trust be on job or a certified copy thereof
at all times: 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation
Laws m the performance ofthe work for which this pemut is issued.
Note:If you should become subject to Workers Compensation after making this certificatia
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revokes
ELO 1 Temporary Electric Service
PLOI Soil Pipe Underground
EL02 Electric Conduit Underground
BPO 1 Footings & 20` l4 H L r a f
BP02 Steel Reinforcement
BP03 Grout
BP04 Slab Grade
PLO I Underground Water Pipe
SSO 1 Rough Septic System
SWol On Site Sewer
BP05 Floor joists
BP06 Floor Sheathing
BP07 RoofFraming
BPO$ Roof Sheathing
BP09 Shear Wall&Pre-Lath
PL03 Rough Plumbing
EL03 Rough Electric Conduit
E1,04 Rough Electric Wiring
EL05 Rough Electric/ T-Bar
MEO1 Rough Mechanical
ME02 Ducts,Ventilating
PL04 Rough Gas Pipe/Test
PL02 Roof Drains
BPI O Framing&Flashing
BP 12 Insulation
BP13 Drywall Nailing
BP 11 Lathing&Siding
PL99 Final Plumbing
EL99 Final Electrical 71
ME99 Final Mechanical
BP99 Final Building
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector Department Approval required prior to the
POO I Pool Steel Rem./Forms building b ing released by the City
POO 1 Pool Plumbing/Pressure Test
P003 Pre-Gunite Approval Date Inspector
EL06 Rough Pool Electric Planning
Sub List Approval Land
P004 Pool Fencing/Gates/Alarms Finance
P005 I Pre-Plaster Approval Engineering
P009 lFinal Pool/Spa TUMF
W �
City of Lake Elsinore
130 South Main Street
.APPLICATION FOR APPLIGA ONiO
BUILDING PERMIT APPLICATION RECEIiIEQ
DATE -T
VALUATION CALCULATIONS AP By
BUiLDING ADDRESS/ ' �^tst FLOOR SF �` 6l 1'el
TRACT BLOCKIPAGE LOT/PARCEL
2nd FLOOR SF
NAME
3rd FLOOR SF O
—J"r- W MAILING PHONE
GARAGE SF W ADDRESS
E CITY STATEOP
STORAGE SF R
i hereby irm that I am licensed under provisions of chapter 9(commencing
'DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and my
C- license is in full force and ect.
OTHER: SF O. INCENSE# 7lq 3d CITY BUSINESS
N AND CLASS TAX#
VALUATION: � � R '
C ADDRESS.
FEES T.. CI Y-r STA E P PHO kNk,0. yQ
BUILDING PERMIT S. R C NTRACTO DAM CA
I ATURE DATE
PLAN CHECK /�b NAME' LICENSE#
77 7^ A.
PLAN FEVI;;'1 � _ R MI ILING'
C •ADDRESS
SEISMIC . H` Ply, TATE/ZIP PHONE
PLAN RETENTION El NEW OCC GRP.f CONST.
Q ADDITION DIVISION: ..- TYPE.
C]ALTERATION' NUMBER 0>= NUMBER OF
I]OtHE@ STORIE~S: . BEDROOMS:
Q°SINOLE-FAMILY ZONE:.
0,APARTMENTS
a l cettify#tat f have read this application and state that the 0.*CONDOMINIUMS HAZARD YES
above information is corcecH"J agree to empty With.all,city ❑•TOWN,HOMES. AREA'?'.,. NO .
and.county ordinances and_state laws relating to budding COMMERCIAL SPRINKLERS YES
construction;-and hereby authorize rep resentaiiv6s of this - ❑'I 406§TRtAL. REQUIRED? NO,
city to enter upon the above-mentioned properly for insp- ❑REPAIR PROPOSED-USE OF BLDG
tion ptfrposes. ❑DEMOUSHi :: PRESENT USE OF BLDG:
JOB DESCRIPTION
Segr[at Ire of Appficant;or Agent Date Ia /t/
Agent for. 1 contractor Q owner
A90nfs Name; Gt 6"ae
Agonts Address`
/ A',A lam. .. Cf
Street Cty State zip
# STRUCTURAL TECHNOLOGY CONSULTANTS INC.
782*1 CONVOY COURT, SUITE 406, SAN DIEGO, CA 9211E
(855) 215-2400 FAX (858)215-2424
PROJECT: LAKE ELSINORE CENTER, COLLIER 4 CENTRAL AVE., LAKE ELSINORE, CA SWEET: BI OF Bl
PROJ. NO-: 1141-1485 DESIGNER: BT DATE: 05-10-06
CLIENT: ARCHITECTURAL DESIGN 4 SIGN
CODE: 1997 UBC/2001 CBC
WIND: Basic Wind = 70
Exposure = C
Wind governs qs= 12.6
Cq= 1.4
Design Wind Pressures(psl)
0 '- 15, 18.70
AREA FORCE ARM MOMENT
67.5 1262 6.75 8519
18.0 337 6.00 2019 -
86 1599 10539
FOOTING w E
. . . . . .. . . .. . . . . .
�=
SOIL PRESSURE= 150 x 2 x 1.33= fL,L
399 PSF/FT n 6l
(UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2)
P= 1599 LBS H = 6.59 FEET
B = 2.00 FEET
S1 = SxD/3= 751.70 y
A= 2.34xP/(S1 XB) =
i
2.49 �n
D = .5XA ( 1 + ( 1 +4.36XH/A)".5 )
5.65 FEET
FORMULA PER UBC SECTION 1806.8.2.1
2 '- 0 " DIAM x 5 ' - 9 " DEEP A ELEVATION
COLUMN TYP' 3/16
PIPE STEEL -ASTM A53 GRADE B
S = 10539 X121(1.33X22000)= 4.3 @ 0.0 FT
II 3/16 TYP.
TYP. 3/16
5.0 "PIPE w= 14.6 #/ft t= 0.258 " TYPICAL SADDLE
DETAIL
C H>=Gk �p rz5xou GENERAL NOTES FOR POLES AND FOOTINGS:
1. CONCRETE f'c=2500 P51.
2 12 q 5S SPECIAL INSPECTION NOT REQUIRED.
2. PIPE STEEL ASTM A53 GRADE B_
Irv ; 14900 95.T > U Z`? �� 3. SIGN CABINETRY SHALL BE FABRICATED IN THE
ROFESSIpy SHOP OF AN APPROVED FABRICATOR.
�o e o ry 9� Fy 4. SOIL PASSIVE PRE95URE BASED ON 1991 UBC
TABLE 15-1-A CLASS 4 OR BETTER. SPECIAL
INSPECTION NOT REQUIRED. !IF SOFT OR SANDY
Uj No. C 20960 SOIL, COLLAPSING OR UNSTABLE SOIL,
9/ O I MAT 1 5 O GROUNDWATER ARE
E 1t(IEE L I I RLE
� F CALP��
[3. QF POLE.
10 STRUCTURAL TECHNOLOGY CONSULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 9211f
(868) 218-2400 FAX 1858) 218-2424
PROJECT: LAKE EL51NORE CENTER, COLLIER R CENTRAL AVE., LAKE ELSINORE, CA SWEET: Al OF Al
PROJ. NO.: 1141-148A.1 DESIGNER: FT DATE: 01-10-06
CLIENT: ARCHITECTURAL DESIGN t SIGN
CODE: 1997 UBC/2001 CBC g'So
WIND: Basic Wind = 70 5
Exposure = C City Of Lake Elsiinom
Wind governs qs= 12.6
Cq= 1.4 Pining Division Approv -
B
Design Wind Pressures (psf)
0 '- 15' 18.70 Appro ed ......
..
15 '- 20' 19.93 C /�
20 '- 25' 20.99 ............. ".
AREA FORCE ARM MOMENT 0 ... ..."....,
75.0 1402 7.50 10518
42.8 852 17.25 14699 0
27.5 577 22.25 12844 .", ... z
cv .....----------------------------------------------------------------
-
145 2832 38062
FOOTING
SOIL PRESSURE= 150 x 2 x 1.33 = 0 0
399 PSF/FT •'
(UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2)
P = 2832 LBS H = 13.44 FEET
B = 2.50 FEET
S1 =SxD/3= 1014.65 /'
A=2.34xP/(S1 XB) =
2.61
D = .5xA ( 1 + ( 1 + 4.36XH /A)^.5) :
7.63 FEET
FORMULA PER UBC SECTION 1806.8.2.1 �i/
2 ' - 6 " DIAMx 7 '- 9 " DEEP
COLUMN �p
PIPE STEEL-ASTM A53 GRADE B
S = 38062 X12/(1.33X22000)= 15.6 @ 0.0 FT REVISED -6
01.10_06 ®E1-EIATION
10.0 "PIPE w= 28.0 #/ft t= 0.250 "
GENERAL NOTES FOR POLES AND FOOTING:
Z$3 2-1�1- l l n 12 _ 1. CONCRETE P'c=2500 PSI.
7,���I— +
�Sl SPECIAL INSPECTION NOT REQUIRED.
` �,� 2. PIPE STEEL ASTM A53 GRADE B.
�V = 4[ 3 Gob 0� = I �p0 Y'�%� +; 3. SIGN CABINETRY SHALL BE FABRICATED 1N THE
TYP• 3/16 ROFESS/pN SHOP OF AN APPROVED FABRICATOR.
w o R 4, OIL PASSIVE PRESSURE BASED ON 1991 UBC
BLE 16-1-A CLASS 4 OR BETTER. SPECIAL
EGTION NOT REQUIRED. (IF SOFT OR SANDY
3/16 TC SOIL, COLLAPSING OR UNSTABLE SOIL,
TYP XP• 9/ �2007 ORGANIC MATERIALS OR GROUNDWATER ARE
3/16 ENCOUNTERED, IMMEDIATELY CONTACT THE
y�1 TYPICAL SADDLE fgTF OFf U1A IFO� J t FOUNDATION REQUIREMENTS.)
pETAIL 5. PROVIDE SLOPE AWAY FROM BASE OF POLE.
2 7 � jQ
SITE PLAN
=;
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MONUMENT SIGN (13'-b") 7 v,_I PRICE MON—UNMEM7MN �
ALL SIGN LOCATIONS HAVE BEEN PICKED AT RANDOM.
FINAL SIGN LOCATIONS STILL TO BE DETERMINED. URAL ^]
ADIS ARCHITECT QE$IGN&SIGNS
ROK 02/16/05 Oily Of Lake ElsiTre
proval
Approved By:
ate•
MQN'UMf NT SIGN..
QTY..,0NE 1 : .
f COLLIER AIIE
9151�
5—0� .. ..
44"Ten el 44"Ten ant Pan ant Panel
y`
e�
'. L
A O
FUTURE TENANT COPY TO BE ROUTED
& /4 PUSHED TH
s 4„ 3
r
TAR. ET �� Ru.
G
:.. ALUMINUM TENANT CABINETS PAINTED
N
. o
SMOOTH SATIN FINISH.
_ A
- Lt1MlNl1M POLE COVER PAINTED
` MEDIUM TEXCOTE FINISH_ D!U
e p
SCALE 114" "" 1''0" I ARCHITECTL3RAL �'
'^- DE5i GN&SIGNS
lPec!OZ/16/05
�A � C)v
6�"
Ll
MONUMENTS Girt
• 9'-4£' QTY. O N E 1:
5k-pi£
(CENTRAL AVE.
44"Tenant Panel 44"Tenant Panel
. r
K #_ LAKE ELSINORE
n
r FUTURE TENANT COP '�u. ,E :I N7DIVISION
&3/a"PUSHED THRU
RMIT #
r TARGETA R 0 V E "[)
- Y
{
ALUMINUM TENANT CABINETS PAINTED
SMOOTH SATIWFINISH.
SIR� N
' ALUMINUM POLE COVER PAINTED .�
MEDIUM TEXCOTE FINISH.
SCALE: 318f/ _ 11_0f! AftCIiITECTURAL 1 0
Rev.02/16/OS
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