HomeMy WebLinkAboutVERSAILLES STREET 15145_05-00001559 City of Lake Elsinor
PERMIT 130 South Main Street
PERMIF NO: Ub-OUOU1559 DATE : 5 02 0
JOB ADDRESS . . . . . 15145 VERSAILLES ST
DESCRIPTION OF WORK PRIVATE SWIMMING POOL/SPA
OWNER CONTRACTOR
SESLEY KENNETH OWNER
SESLEY KATHERINE
15145 VERSAILLES ST
LAKE ELSINORE CA 92530
A. P.# . . . . . . 389-531-027 6 SQUARE FOOTAGE 0
OCCUPANCY . . . . GARAGE SQ FT 0
CONSTRUCTION . . FIRE SPRNKLR
VALUATION . . . 11, 760 ZONE . . . . . . NA
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 63 . 00
10 . 00 X 12 . 5000 VALUATION 125 . 00
1 .00 X 5. 0000 PROFESSIONAL DEV FEE 5 . 00
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
1 . 00 X 44 . 2500 POOL ELEC SYSTEM, PRIVATE 44 . 25
1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00
SWIMMING POOL/SPA PLUMBING
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
1 . 00 X 5. 0000 PROFESSIONAL DEV FEE 5 . 00
1 .00 X 54 .2500 PRIVATE SWIMMING POOL 54 . 25
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 193 . 00 . 00 193 . 00
ELECTRICAL PERMIT 79.25 . 00 79 . 25
SWIMMING POOL/SPA PLUMBING 89 . 25 . 00 89 . 25
OTHER FEES
PLANNING REVIEW FEE 37 . 60 . 00 37 . 60
PLAN RETENTION FEE 3 . 00 . 00 3 . 00
SEISMIC GROUP R 1 . 17 . 00 1P A •L` 74TER
PLAN CHECK FEE 141 . 00 . 00 KIe . 9,Q2/05 02 Receipt no'_ 574"
Total tendered $544.27
TOTAL 544 . 27 . 00 jp4Q jv= e"t $544.Z7
SPECIAL NOTES & CONDITIONS
City of Lake Elsinore Please read and initial
Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Sectiou'7000 et seq.and
my license is in full force. 410
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work
on the job and the structure is not intended or offered for sale.
3.I as owner of the propertyam 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 of consent to selfinsure or a certificate of workers Compensation Insurance
Approved plans must be on job or a certified copy thereof
at all times: 5.I shall not employ any person to any manner so as to become subject to Workers Compensation
Laws in the performance of the work for which this permit is issued
Note:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO l Temporary Electric Service
PLO1 Soil Pipe Underground
EL02 Electric Conduit Underground
BPO1 Footings
BP02 Steel Reinforcement
BP03 Grout
BP04 Slab Grade '
PL01 Underground Water Pipe
SSO 1 fRough Septic System
SWOT On Site Sewer
BP05 Floor Joists
BP06 Floor Sheathing
BP07 Roof Framing
BPO8 Roof Sheathing
BP09 Shear Wall&Pre-Lath
PL03 Rough Plumbing
EL03 Rough Electric Conduit
EL04 Rough Electric Wiring
EL05 Rough Electric/ T-Bar
ME01 Rough Mechanical
ME02 Ducts,Ventilating
PL04 lRough Gas Pipe/Test
PL02 I Roof Drains
BP 10 Framing&Flashing
BP 12 Insulation
BP 13 Drywall Nailing
BP II Lathing&Siding
PL99 Final Plumbing
EL99 Final Electrical
ME99 Final Mechanical
BP99 Final Building
Code I Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
Deputy Inspector Department Approval required prior to the
P001 Pool Steel Rein./Forms building ing released by the City
POO 1 Pool Plumbing/Pressure Test ),6 r
P003 Pre-Gunite Approval ti Date Inspector
EL06 Rough Pool Electric -�(�� Planning
Sub List Approval Landscape
P004 Pool Fencing/Gates/Alarm Finance
P005 Pre-Plaster Approval Engineering[
P009 Final Pool/Spa -
A
1 City of Lake Elsinore
130 South Main Street
APPLICATION FOR APPLICATIO
BUILDING PERMIT APPLICATION RECEIVED
GATE
AP d BY
VALUATION CALCULATIONS
BUILDING ADDRESS_
1st FLOOR SF
TRACT BLOCK/PAGE LOT/PARCEL
2nd FLOOR SF
NAME
3rd FLOOR SF O c r<<tQ Se--Je
W MAILING PH
GARAGE SF N ADDRESS 1S1 1 S qef 5c(,(IDS N
E tTY TATEIZIP
STORAGE SF R Ltt`/� Pc(Si G(OfCCA Z 6
1 hereby affirm that 1 am licensed under provisions of chapter 9(commencing
DECK S BALCONIES SF section 7000)of division 3 of the business and professions code,and my
C in full force and effect.
OTHER: � O ?ANND
NSE CITY BUSINESS
N CLASS TAX#
T NA 1E
lALUATIO R e—calrA5
A MAILIN
C ADDRESS b 3 • Sv 04)
FEES T CITY STATE/ZIP PHONE
Q 0 ,. o , 3013
BUILDING PERMIT S R CONTRACTORS 1 NAT DA
PLAN CHECK 00 NAME LICENSE#
A
PL;a:;PE1 04V _ r-,_ MAILING -- _
C ADDRESS
SEISMIC H ICITY STATOZIP PHONE
PLAN RETENTION - ❑NEW OCC GRP./ CONST.
• ❑ADDITION DIVISION: TYPE:
❑ALTERATION NUMBER OF NUMBER OF
/Z ❑9THER STORIES: BEDROOMS
OLSLUaE M4ILY ZONE:
r C O APARTMENTS
❑1 certify that I e read apQScation and stoic the ❑CONDOMINIUMS HAZARD YES
above information is correct-I agree to comply with a0 city ❑TOWN HOLIES AREA? NO
and county ordinances aid state taws mlafingI to building ❑COWERCtAl. SPRINKLERS YES
constructioin.and hereby authorize relresentatives of this ❑INDUSTRIAL REQUIRED? NO
city to enter upon the abuse-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG:
tion purposes. ❑DEMOLISH PRESENT USE OF BLDG:
JOB DESCRIPTION
uA- ; 1�
19nature of Applicant or Agent Date _
Agent for ❑ contractor ❑ owner
Agents Name
Agents Address
Street City State Zip
R,aPt �'r.1oo
S
0
C M1rx�� 1? moo... P1JP 4 PRa7n4D
ZLLwNtJ.J I wLY -
11%Jf
,s• f, s __ GENERAL SPECIFICATIONS
L.waa4R
POOL SPA
C x.tiT I.T t, � �. MAX.LENGTH
C 0J111-aTa T411 wie,V rti4' C 11.�9c•� MA%.WIDTH 1.
*9 Ratlsu6 SO.FT. 12ir
ILIY 6IU Ill PERIMETER `6(J'
SIDS p J Oia'a DEPTH W, 1.
h A,aoo.T RAISED BOND BM. dI1
S a+ooJ RESPONSIBILITIES AND REPRESENTATIONS OF BUYER
Buyer responsible for sprinkler,gas,water,or electric lines
when found to Interfere with pool site. Buyer to ova,
reroute,relocale or cap at Buyer's expense. x7.
Buyer responsible for drainage away)rorrypool site which
meets city or county requirements, x 7%_�
Buyer is responsible for providing fencing with self-closing
set-latching gates prior to pool being fills-with water which
meets city or county requirements. x.A4.',._
Secard Pools will not be responsible for any unforseen
underground obstructions such as but not limited to:rock.
boulders.hardpan,granite,spetic or sewer lines,sprinkler
Nnes.spnnkler.v re outdoor lighting wore,electrical lines.gas
hoes,underground water tables or underground structures
which would require additi0p@��rle or special equipment to
wu D.{t l p P�.�,1 n L R 9 rC proceed with excavation. x
Secard pools will not be responsible for any damage to
E LS I N O R E landscape,grass,trees,shrubs,spdnklers,Gele and
asphalt In access path to excavate pool. x
" When access is made through a neighbor's property it Is
]VISION
ado i understood that you the Buyer have written perms fmm
said neighbor and assume full responslbeny. x �
SPECIAL
SC�c C`o�a v. S�uo6o UwTG • �• ••••• r. J
tia i.� Prwa
® GAt A PROVED
H 6TSi SALE aMANL,:I�•{�,
CONTRACT.ATE
JOB Nd. Beard Poufs
1 SZ STATE LIC..C33•t33d03
AP BOOx NO.6V PH:(Me)983.3013
LOT NO.
TRACT N0. d00ntario'CA 91761 Avenue
Prepared Eapeclally for:
`>
City Of Lake Elsinore street 1 S•IA J u QS P
Plarint
IoD proval
City LP,v c, c�y1�0,LG. P giS)o
Approved By: —
Phone s 1
Arc r Slgnnu _ Data
DRAWN IY,
�.IA JJ94
DATL: Review
MAWxq NUMa[R
ISL.•tCl.'1
O5-i5S9
05- I
_ _ GENERAL NOTES:
2'-O" 2'-0' 2'-0' 2'-O" 4x4x17" (4WOLMANIZED D.F. I I. ALL LUMBER AND PLYWOOD To DE PRESSURE TREATED AND LABELLED
r FOR GROUND CONTACT AT 0.25 PCF, ALL PRESSURE TREATED WOOD
P
p 2-1t7x3 SCREWS N TO FOLLOW A.M.P.A. STANDARDS TO INCLUDE G-I AND P-6
T, SIDE, TOP 4 801 1, — — (LUMBER C-2, PLYWOOD; C-q)
L2. PLYWOOD SHALL BE% THK. CDX EXTERIOR.
Q PLAN ELEVATION 3. ALL SCREWS AND HARDWARE SHALL BE GALVANIZED.
2x4 D.F. #1 CORNER DETAILS 4
2x4 D.F. #1 (TYP.) N.T.S. BILL OF MATERIALS
DETAIL OF PANEL 2 OQ�)CEC��q 12x18 12x2 12x2 12x3214x2 14x2 14x3 Ibx2 Ibx Id Ibx2 Ibx3 Ibx3 lox44
J�� `��Fy PANEL 1 10 a a 4 a i 2 0 4 0 10 b 10 4
PANEL 2 O 3 4 8 2 b 10 10 8 12 4 a 6 12
$ 2'-0" 2'-0" 2'-0" N0. q�� Y m 2-R7x1/2' 4X4X17' 4 A 4 4 4 4 4 4 4 4 4 4 4 4
�v
W �_ SCREWS 4X4X36" 6 5 a a a a a a a a 10 10 12 12
BOTTOM 2'SCREWS 144 M Iq2 M A2 I112 Iq2 1912 IR2 Iq2 240 240 268 266
STANDARD POOL PLAN �"I� �Pr 3" SCREWS 32 32 32 52..L 32 1 32 32 32 32 32 32 32 32 32
N.T.S. -''_' PANEL CONN. DTL.
2x4 D.F. #1 NOTES, N.T.S. 5 DIMENSION TABLE
I. ATTACH PLYWOOD TO FRAME
O R 2x4 D.F.#I (TYP.) 2-T BRACKETS 12xIb 12x2 12x2 12x3 14x2 14x 14x3 Ibx2 Ibx Ibx3 Ibx Ibx3 Ibx 20x
DETAIL OF PANEL I 2. ATTACH TOP / BOTTOM
W/ 11G STAPLES • b o.c. 4'x4' GALV. EA, A 12' 12' 12' 12' 14' 14' 1* 16' 16' 16' 15' 18' 16' 20'
RAILS TO STUDS W/ SIDE (4 TOTAL) W/ B 16' 24' 28' 32' 24' 28' 32' 24' 28' 32' 2a' 32' 36' 40'
S S PANEL DETAILS 3 2-12d NAILS EA. STUD rfl5EA#8x21/2" SCREWS G 18' 18' 16' 18' 16, IS" IS" 18" 18' 18" Ib" 18" Ib" 18"
N.T.S.-�:7 CH D 30" 30" 30" 30" 30" 30" 30" 90" Sol, 3o" So' 3o" 30' SD'T
E 1 13' Iq' l 23' 1 27' Iq' 1 23' 1 27' Iq' 1 23' 27' 23' 1 27' 31' 36'
F 1 30' 30 30 30' 30' 30" 30 30 30' 30" 30, 30130, 30
G 7' 7' 7' 7' q' A' q' 11' II' II' 13' 13' 13' 16'
_ 2xb COMPOSITE H 4'-b" 4'-6" 4'-i" 4'-b"4'a6" 5'-6" W-6" 5'66" 56b" b'-6' 6'-6" 7'-6" T-6" W-6"
`-Eq 4 { �d COPING CAP 1 4' 8' q' I1' 8' 8' It' 8' 8' 9' 8' 9' 10' 12'
\/ J 4' 6' 1 8' q' V a' q' 1 5' a' 10, a' q' 1 11, 15,
2x8
PANEL FRAME K 3' 3' 4' S. 3' 4' 4' 3' 4' 4' 3' 4' S' 4'
Q R NOTE- SE L 4,-(" 4'-i' 4'-i' 4'-b' 4'-6" 5'-i" 5'-b" B'-b" 5'-i" b'-b" 6'-i" 7'-b" T-6" b'-6"
HOPPER MAY BE (D w M 3' 3' 3' 3' 6' 3' 3' 5' S' 3' 6' 3' 3' 3'
B AT EITHER ENO E
LINER Y V
U1 •
2x4 PANEL APPLICABLE CODES: CALCLI LATIONS ASSUME POOL FULL ♦ 12' DEPTH
OPTIONAL HOPPER BOTTOM PLAN TOP C� LINER LOCK- 4x4x36' I997 UNIFORM BLDG. CODE
c SPARTA-LOCK 2001 CA BUILDING CODE _
N.T.S. EXTRUSION OR WOLMAr.IZED I FOR TOP AND BOTTOM PLATES inI
EQUAL 2001 CA PLUMBING EQUAL N, 255
2001 GA ELECTRIC
u Z2x4 VERT, 1/4'-2# DENSITY " m 2001 CA MECHANICAL S� 12 3,06 14 — 3.06 14 P
1000
\� WALL FOAM 3 SAND
///•/11/ \\\\ O STUD—\ VERMICULITE 2002 CA FIRE
%"CDX PLYWOOD (24/0) UNDER VINYL 2001 CA ENERGY STD3, THEREFORE, USE 2 X 4 PLATES
LINER FOOTIN4gOIL TYPE SO
NOTEt 1000 PSF ALLOW. FOUNDATION PRESSURE
F E F DETAIL OF LINER TRACK CONCRETE POSTS TO BE APPLIES TO EXPANSIVE AND NON-EXPANSIVE SOIL
6 2600 PSI MIN. 12" PLACED ♦ PANEL P . 31.2 X So 260# 1 Sig 2 X 100 X 8.I7 X'lj No 211
N.T.S. DIA. JOINTS 6' 4 8'
SECTION P-P ELEVATION SPACING A - 221�X I� 2.77
TYP. POST DETAIL City Of Lake HSI ore
N.T.S. 7 Planning UIV1SIo(}/� Ppbvg -- �I t i + 4'�' X .39�� 3.Oq UNRESTRAINED
2.77 CONDITION
USE 37" EMBEDMENT
` � �\ \\' Q /./ � \\, Approved By: _.
/� / \ = 1 PUMP PREPARED BY,MARVIN C. COLDERIA P.E.
SKIMMEf+— 17gg3 LARIAT DRIVE
¢!� CHINO HILLS CA gI709
' P F FILTE TEL. (•1091 i41-1962
71 `I0 VINYL LINER
J LL L [M[ LF I K L F G
SEGARD P L SP
S. SULTAN U f LD I N
ONTNTARIO, GA ,,
._ r
SECTION S-S SECTION Q-Q SECTION R-R TYPICAL PIPING SYSTEM TEL, � � w
N.T.S. SCALE AS NOTED STANDARD
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