05-0136 (RPL)�fz
Tihf 4 4.4"
BUILDING & SAFETY DEPARTMENT
4 (760).777-7012
TAMPICO FAX (760) 777-7011
ALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153
BUILDING PERMIT
05-00000136
Property Address . . . . .7"862-5 AVENIDA ULTIMO
APN: ' 770-092-002-6 -000000-
Application description . . . POOL - RESIDENTIAL
Property Zoning . . . . . . . LOW DENSITY RESIDENTIAL,
Application valuation . . . . 12000
Date 1/13/05
Owner Contractor.
--------------------------------- ---------------------- -----------
MOORE BLUE HAVEN POOLS
78625 AVE ULTIMO 2318 S. VINEYARD AVENUE (A)
LA QUINTA, CA 92253 ONTARIO, CA 91761
WCC: SPIEGLER
WC: 07KR0000891 03/10/05
CSLB: 618892 05/31/05
CCC: C53
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P.O. BOX 1504 • ����
VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153
BUILDING & SAFETY DEPARTMENT
Application Number: (7 j— — 0 1 3 (0 1 Date: i ,[,yW4rs`
Applicant:
Applicant's Mailing Address:
Architect or Engineer:
Architect or Engineer's Address:
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I he by affirm under penalty of perjury that I am licensed underr rrovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
de, and my Licenst; jsjp l force and effect. up
ic / /g g�
icense Class�/ CC / r'i.eense No. lJ Z
Date L !Z -O-S t'ontractor 914--. lk lm Re. -I1
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed
statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).):
U I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044,
Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work
himself or herself or through his or her'own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.).
U 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
U I am exempt under Sec. , BA P.C. for this reason
Date
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance
Xof the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My workers' compensation insurance carrier and policy number are:
Cartier Policy Number
I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
/Date �— f' 0< Applicant
WARNING: FAILURE TO SECURE WORKERS' COMP SATI N COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND
CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS 100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name
Lender's Address
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its
officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or
cessation of work for 180 days will subject permit to cancellation.
I certity that I have read this applicati n and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building
co ruction, and hereby authoriz epresentatives of this county to enter upon the ove-mentioned property for inspection purposes.
Date N_V S Signature (Applicant or Agent):
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+_�� Application Number . . . . 05-00000136
-----------------------------=----------------------------------------------
Permit . . . . . . ,.MECH .POOL
Additional desc
Permit Fee . . . . 24.00
Issue Date
Plan Check Fee 6.00
Valuation . . . . 0
Qty Unit Charge Per Extension
BASE FEE 15.00
1.00 9.0000 EA MECH FURNACE <=100K 9.00
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Permit . . . . BLDG POOL PERMIT
Additional desc
Permit Fee . . . . .135.00 Plan Check Fee 87.75
Issue Date . . . Valuation . . . . 12000
Qty Unit Charge Per Extension
BASE FEE. 45.00
10.00 9.0000 THOU BLDG 2,001-25,000 90.00
-------------------7--------------------------------------------------------
Permit . . . . .
Additional desc
Permit Fee
Issue Date
ELEC POOL PERMIT -RES
45.00 Plan Check Fee 11.25
Valuation . . . - 0
Qty Unit.Charge Per Extension
BASE FEE 15.00
1.00 30.0000 EA ELEC PRIVATE SWIMMING POOL 30.00
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Permit . . . . . . PLUMBING
Additional desc
Permit Fee 27.00 Plan Check Fee 6.75
Issue Date Valuation 0
Qty Unit Charge Per Extension
BASE FEE 15.00
1.00 6.0000 EA PLB FIXTURE 6.00
1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00
1..00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00
----------------------------------------------------------------------------
Special Notes and Comments
POOL ONLY. ALARMS/BARRIERS SHALL BE IN
PLACE PRIOR TO PREPLASTER INSPECTION.
EQUIPMENT ENCLOSURE NOT INCLUDED IN
PERMIT.
Fee summary Charged Paid Credited Due
-------------=-------------------------------------------
Permit Fee Total 231.00 .00 .00 231.00
Plan Check Total 111.75 .00 .00 111.75
Grand Total 342.75 .00 .00 342.75
KN VENTURA COUNTY ALL NON -EXPANSIVE EXPANSIVE 12-
(5) BAR BOND BEAM TiDQURED ,i'---, GENERAL NOTES CONTINUOUS SHOTCRETE INSPECTION
DECKING MUST BE INSTALLED APPROVED SEALANT RECOMMENDED (PER DETAIL #B). TABLE SOIL SOIL (6) p BARS o
FOR THE QTY OF LOS 1. iHIS STANDARD POOL STRUCTURAL PLAN NIST BE ACCOMPANIED BY A CLEAR PLOT PIAN WHERE REQUIRED ALL PNEUMAiIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPET]AL
IN ACCOR§ALLOWABLE
REQUIRED W/ EXPANSIVE SOIL EQUIVALENT EQUIVALENT BOND BEAM. FINISH BOND BEAM W/ (4) #3
NO. 1 ANGELES ONLY. SHCAMNG POOL Nt OR SPA SHAPE, DEPTH AND DISTANCE TD PROPERTY LRE, SLOPES AND INSPECTOR N CONFORMANCE WITH UBC/CBC SECTION 1701, *10 SHALL SUBMIT A STATEMENT
FLUID PRESSURE FLUID PRESSURE � GRADE.BARS PER TABLE N0. 1 YIC
SLOPE DECOPING 30 'P.C.FETAIL. #12 StRUCTIM N THE CITY OF LAS ANGELES.'THE.POOL LOCAIM SHALL COMPLY" THE INDICATING COMPLIANCE WITH THE PLANS AND SPECFIGITIONS
45 P.C.F.P.CF. CiTY OF LAS ANGELES ZONING CODE. N SAN BERNARDiNO COUNTY POOL APPROVED FOR THE FOLL.OIW C AGENCIES AMONG OTHERS REQUIRE CONTINUOUS INSPECTION:
TO 1/4' PBARS BENT
PRIVATE USE A SOLS REPORT MAY BE REQUIRED N EXPANSIVE SOL AREAS AND THE A. CiTY OF LOS ANGELES - INSPECTOR MUST BE APPROVED BY THE DEPARTMENT OF BUILDING &
BOND BEAM SEE TABLE N0. 1 , POOL LOCATION YSUWL' COMPLY WITH THE SAN BE]INMDIq (XDIIiTY ZONING CODE SAFETY, PER RGA 14-67.
AWAY ,F�R�O6 DETAIL 12 SEE DTL #M b 48. O.G f3 BARS VERTICAL - Q
(� ! 3• SEE TAEILE N0. 2 -WATER 2. REPRESFMAiIVES OF POOL 04GHEMC NC. HAVE NOT INSPECTED THE SITE t ARE RELYNG B. COUNTY OF VENiURABBOND EAMS ON INFORMATION PROVOED BY TE CMMAC70R OR OBER TO DEMMYNE THE ADEQUACY C. THE CITES OF: BEVERLY HIES, COSTA MESA, CULVE7R CITY, CYPRESS. FULLERTON, HERMOSA BEACH.
pUNEOF THIS STANDARD POOL SiRUCIMAL PLAN FOR 1HE ACTUA, SiTE CODITION& SHOULD RVNE. NEWPORT BEACH. LA HABRA, LA PALMA, LAGUNA HELLS. LAKE ELSNORE. LONG BEACH.
COPING NOTE r COMPACTED 2 1/2" �? SITE CONDMT ONS VARY FROM THAT COVERED BY THS STANDARD POOL STRUCTURAL PIAN, IT LAS ALAMITOS, MISSION VEJD, NORM SEAL BEACH. STANTON. TUSTN. ViLLA PARK & lE•STMINSiER.
a 4 BOND BEAM HORIZ BAR$ Fll1. oIS TE IM�ONSI LITY OF THE CONTRACTOR OR THE OWNER TO NOTFY POOL DICKERNG NC. D. N THE Ci7Y OF SAN DEM PNEUMATIC CONCREiE WORK NOT FULLY SUPPORTED ON
(� #3 () BOND BEAM PER TABLE '�z BARS /3 BARS POSITVE N0. 1 (EXPANSIVE SOIL) VMAY BE M ERTICAL BARSOR UNDER ti 7 c+rn AND OBTAIN APPLICABLE SPECIAL ENGINEERING KETALS PRIOR iD CONS1RUC710N1. E PANSIVE EARTH MAY REQUIRE CONTNIOUS NSPECIM AHO VISUAL EXAMNATION FOR SiRUCTU2AL
. Z r `SOL DETAILS ARE VAIA ONLY FOR STATED EQUIVALENT FLUND PRESSURES AND POOL SOUIDHESS OF N PLACE PNEUMATIC CONCRETEVERTICAL VERTICAL DRAINAGE 0 DETAIL #12 \O� W b pX#lRIIG NC RECOMaEtDs THAT THE OWNETR OR OONiR11CTOR QUTAIN A Sols REPORT. -D R t STEEL t STEELE- TABLE EXPANSIVE \`E` - 1 3 H F x THiS PLAN Is NOT vAID WriHOUT ADOTKONAL SIRCIHMGE DERMIS MEIN THE FutDWMING OWNER
Z�% O COHDiiONS APPLY (PER UBC SECTION 1606.52 THROUGH 1806.5.4 IN VENTUMA COUNTY 1. KEEP SHDTCREiE (GUHM DAMP CONiNUOUSLY FOR 14 DAYS AFTER NSTALiANN.
5 1/2" io Tt5 W 3.0" 1'-0' 5+i #3 A 12" 514' #3 A 12" NO. 2 SOIL \OSP , 6' O° AND LAS ANGELES COUNTY 'b' YN. TS 1 1/2 & 'X YIN. 15 2 1/2')
MIT \q < 2. DO NOT TURN ON LIGHT NFEN POOL It EMPTY
D
CONDITION NN 1%P
z:o
UNDISTURBED SOL
1000 PSF MIN. m
BEARING VALUE a0
�.
1
o
't' TO BE Q���
CHANGED `'
UNIFORMLY.
SEE TABLE
N0. L
�-
p�
Z5
3.6•
1'-0•
51�
3-0-
S+�•
'
o z
6• 1:1
E . FLUID MIN.
QUV N N
PRESSURE (� '
624 P.C.F.
MAXIMUM.
20
't' SEE
TABLE
N0. 2 L "
6'
O 6-
"5'0'5,6.
5-0-
5114"
1. SYSTEM IS CERTIiED WITH 76X THERMAL UnCI NC! (PFR ANSI STANDARD 221.56-19941
5-6-
4'6"
1'-0"
5+i�
8`
5+i�'
#3 O 6`
5'0'
V-6"
6'
"
6"
8'0'
5'6'
2'-0"
6"
#3 O 6'
61�i
"
iS GREATER THAN 20' - B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
POW
5'6' 7+4'
7'
61t/"
3. POOL SYSTEM HAS DIRECTIONAL KETS AND A CRCUTATION PUMP TIME SWITCH To OFF
610' 8'
6'6'
3'-0'
6"
6'6' 81,4• #3 O 3"
6'6*
8'
"
7'0'
3'-6'
6' .
6' '-
81�
T6'
T6'
4'-0
S +
8'0' 9114"
9
8114"
8,0.
4._6.
61z"
8 %
9.
24" MIN.
TRANSITION
ALL TO FLOOR
D
-t
VERTICAL
STEEL
2'6'
51
O 12-
3-0-
6"
'
4'0"
6'
O 6-
"5'0'5,6.
5-0-
5114"
1. SYSTEM IS CERTIiED WITH 76X THERMAL UnCI NC! (PFR ANSI STANDARD 221.56-19941
5-6-
8-
5114'
6'0"
8`
O C
7'0'
81
"
Y6'
.914".'
2 SEFFICIENT Y51D1 IS
8'0'
10"
6'5'0'
8'6"
10"
"
o \A
W-4'-0"
3 D0 NOT USE BLACK RUBBER HOSE WHEN FLING POO (R MARKS THE PLASTER)
THAN
ww-O'
D t VERTICAL
STEEL
t VERTICAL
STEEL
LESS THAN Y LESS 10'-0"
POOL DEPTH �`-�` OR 'Q'• KESS TiTLE 24
t VERTICAL
STEEL
L
2'0" 5'4•#3 O1
51%"#3 O1
OR H/4. THAN H/6. MANDATORY IEQU11MIENTS FOR POOL d SPA HEATING SYSTEMS R EQUIPMENT:
514'#30A
2'6' 5114"
5114"
1. SYSTEM IS CERTIiED WITH 76X THERMAL UnCI NC! (PFR ANSI STANDARD 221.56-19941
51,C '
.■■
5114'
READLY ACCESSIBLE ON-OFF SWITCH. WEATHERPROOF OPERATING NSiRUCTIONS ON DEM.
51/'
1,p
5,r #3 0 5' 51/i"
,� PERATION , NO ELECTRIC RESISTANCE HEATING AHD NO PLOT LCAT.
4'0' 6'-
QJ ��'•
514' #3 O 6'
2 SEFFICIENT Y51D1 IS
4'6' 61,4" #3 O 4'
6' #3 0 4'
6'5'0'
A. AT LEAST 36' PIPE BETWEEN FLIER AND HEATER FOR FUTURE SOLAR HEA11NG.
• DOES NOT APPLY F 'HIM
7'
614'
6' #3 0 4'
iS GREATER THAN 20' - B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA.
POW
5'6' 7+4'
7'
61t/"
3. POOL SYSTEM HAS DIRECTIONAL KETS AND A CRCUTATION PUMP TIME SWITCH To OFF
610' 8'
r- °
7'1.7-
4. THE STANDARD FOCI. SiRUCTURAL PUNKS NOT INiEINDED 1O BE APPLICABLE M NON- - PEA( OPERATION �
6'6' 81,4• #3 O 3"
6'6*
7114" #3 0 3'
a -
STRUCRURAL REMS NCUMC BUT NOT UMITED TO PLUMBING,, ELECRI-64 FENCING,
FENCING AND BARRIERS
T0' 9'
8'
6' '-
DECKING AND POOL GEOMEMM
T6'
#3 0 6' O.C.
APPLICABLE UNDERWRITERS' LARD MRES REIIUIREMM
FOR IX;F W FiXiURfS UL SfMDARD 676.
& DECKING CANStRUC1fON 5 SHOWN AS RECOMMENDED DED Mi UN CMISIRUC110N AND DOES NOT 1. PRIOR M FILIUNG, THE POOL AND OR SPA SHALL BE COMPLETELY DELMED B 5 MHIGH
Y N.
8'0' 9114"
VERTICAL STEEL 4'-0' _
8114"
DE MONSTRAIE A SYSTEM THAT WILL RESIST HEAVING DUE M SOL EXPANSION. FENCING d GATES WrIH No OPENINGS GREATER THAN C. GATES TO BE SELF-CLOSING E
8'6' 'i "r
f, '�
8 %
& ALL CONSTRUUCTON SUI COMPLY WITH THE LATEST ADOPTED EDITION OF THE INFORIL SIF-UIiCIING LATCH A TiN OF 5 Hpi WHERE THIS VARIES FROM LOCAL CODES,
24" MIN.
TRANSITION
ALL TO FLOOR
DEEP Mit BELOW.
4
e C
BILGING CODE/CAFONA BUILDING CODE AND LOCAL ORDINANCES. TE LOCAL CODES SHALL PREYAL
CBC (2001) SEM 2406.4 r1EM 9 NCLUDNMIQO
C LOCALLY ADOPTED AM I NM 4. MMUI YDEO( WIDTH IS UNLESS PERIMETER FOOTING DEPTwCREASED BY THE AMOUNT
* . _ HORIZONTAL STEEL #3 7. POOLS WITH DIVING BOARDS SHALL MEET THE MSFT DIVING, POOL GEOMETRIC STANDARDS 2 WHEN REQUIRED BY THE BUILDING OR ICIM. BARitERS SHALL COMPLY WITH UBC (1997) OR
v "' 8'6" 5'-0' 6+� • 9' id/� LOCAL CODES C8C 2001 SECTION 421. APPETIDDL CHAPTER 4 NClL1DINC LOCAlY ADOPTED AETDME3115:
VERTICAL STEEL SEE v BARS O 12' O.C. TYPICAL a 9GNS A: SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES ( )
A. N THE CITY OF Los DINGHIES, PROTECTIVE BARRENS ARE REQUIRED IN CONFORMANCE WW1H
TABLE No. 1. VERTICAL S11EL 9. ROM POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR THE LOS ANGELES ITT BUIL oNc CODE SECTION 9t.61o3(A�
24" MIN SEE TABLE NO. 2 NOTE: ASWTIVE DEVICES FOR THE DISABLED. B. N THE COUNTY OF LAS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS
HORIZONTAL STEELIV iQ CONTRACTOR OR OWNER SUI VERIFY ALL FEED CONDITIONS !k DIMENSIONS AT JOB SiTE
ANGELES COUNTY HEALTH AND _ CODE AND ORDINANCE 95-M _ BE REQUIRED
i3 BARS O tY O.C. TRANSITION WALL BOND BEAM HORIZONTAL BARS MAY HORIZONTAL STEL 24' MIN EXTRA RfNFORCNG TO EXTEND 24 LNpNI. EACH SDE OF RAMP.THESE BARREN REaLIREr,ENTs SHALLACED TO SWIMMING POOL SITE PLIW
TO FLOOR. BE OVER OR UNDER VERTICAL BARS p BARS O 1Y O.C. WALL To ELECTRICAL AND PLWMBING G N THE COUNTY OF vE EMBIT PROTECTIVE BABE RRIERS ARE REQUIREDSWIMM N POOL
SITE PL .
TYPICAL INCLUDING ALL SPECIAL DERMIS. FLOOR TRANSITION 1. ALL ELECTRICAL SHALL BE N CONFORMANCE WiTH NEC (1996) OR CEC (2001) SECTION 680. WNTIRA COUNTY BUILDING CODE (1998) ARTICLE .1 CHAPTER 41, SECTION 41.&
2. ANY METAL 1MT#M T OF POOL EDGE MUST BE BONGED PER THE N.E.C. a N THE CITY OF SAI DIEGO. Ao7bLw BARRIERS ARE REQUIRED N COHFDRYANCE WITH Im
NO DECK SECTION EXPANSIVE SOIL (624 PCF CRY OF SAN DECO LATEST ADOPTED BUILDING CODE AMEND E?115 N DM90N 64. ALL DOORS
STANDARD WALL SECTION 1 2 SHALLOW/DEEP END RAMP 3 EQU � M MANUFACTURERS RECOMMENDATIONS HON PROVIDING DIRECT= SS FROM THE ME TO THE SMYAiMG POOL SHALL BE EQUIPPED
OR HIGHLY EXPANSIVE SOIL ExPANSION TINDER UP To 13o: ACCORDANCE WITH LOCAL REQAATONS WITH AN EXIT ALARM AND A SELF-CLOSING., SELF -LATCHING DEVICE WITH A RELEASE
'W - - EQUIVALENT FLUID PRESSURE 5. PODS SHALL BE EQUIPPED MiH A FILTERING SYSTEM & A DRAIN. MECHANISM PLACED N0 LOWER THAN 54' ABOVE THE FLOOR.
eEaN sPEaF�D sTEa N!k _
3' 0' MIN.
i
( )
2 STORY WOOD TABLE NO. &BACKWASH SIAL BE DiSIPoSED OF N AN APPROVED MANNER E IN THE COUNTY of SAN BLRlIADINO, PROTECTIVE BARRIERS ARE REQUIRED N COMFORMIANCE
DECKING. MINIMUM WIDTH cuNriE TMaWESS AT BUILDING EXP. JOINT a< SEALANT = F MIH eErINADINo COUNTY caoE SECTION 634 SEE ATTACIIED oOPY a sWIUMINc POOL
PER LOCAL BUILDING CODE 1000 OOT MAX
SPECIFIED b or W DEPTH. #/F
WATER SURFACE APPROX. COPING PER OTL 8 RECOMMENDED
W
3 BELE BOND BEAM. TYPICAL INa.UDi�IG SPECIAL
DRAIN
(REQb W/ EXPANSIVE SOILS)
DETAILS. COPING -1
EARTH MAY BFND��t-_'
r u
WATERPROOF REMOVED OR iJ C3 d
TYPICAL PLASTER UNDISTURBED n I z
STEEL 7 BENCHES OR STEPS. -i
REINFORCEMENT. i- X m
5.0 PER TABLE W
1 NO. 1. DECK DRAINS
RECOMMENDED. 5 1/Y
cr, cr, MIN.
ADD #3 O 12. O.C. BOND BEAM
LONGITUDINAL O TRANSITION PER TABLE NO. 1
v .... FOR EXP. SOILS. do DETAIL 12
(EXPANSIVE
SOIL)
I FLOOR - 5" THICK MIN. 't' SEE
REINFORCED GUNITE W/ #3 BARS TABLE
a O 12" O.C. EACH DIRECTION. TYPICAL N0. 5.
D MAIN DRAIN AT LOW POINT. STEEL
COL ( UNDISTURBED �
o BASKET IS NOT REQUIRED.) MAIN DRAIN SOIL VERTICAL STEEL SEE -O
a PIPE SHALL NOT ENCROACH INTO TABLE NO. 5.
w_3'-0"
W-4'-0"
W-5'-0"
ww-O'
D t VERTICAL
STEEL
t VERTICAL
STEEL
t, VERTICAL
STEEL
t VERTICAL
STEEL
L
2'0" 5'4•#3 O1
51%"#3 O1
51r#301
514'#30A
2'6' 5114"
5114"
514"
51,C '
.■■
5114'
51i
51/'
3'6" 51C #3 0 6'
5,r #3 0 5' 51/i"
51/i" -
4'0' 6'-
51%'
514' #3 O 6'
5114" #3
d4C*
4'6' 61,4" #3 O 4'
6' #3 0 4'
6'5'0'
EXPANSIVE SOIL
7'
614'
6' #3 0 4'
6" #3
5'6' 7+4'
7'
61t/"
61%" "
610' 8'
71!r
7'1.7-
. r
6'6' 81,4• #3 O 3"
6'6*
7114" #3 0 3'
a -
7114"
T0' 9'
8'
6' '-
7%* #3 0 3'
T6'
a KEEP CONCREiE DAMP OONiNLIOUSLY FOR 14 DAYS. A. DECK BOOING WHEN DECKS ARE TO BE INSTALLED, METER STRUCTURALLY REQUIRED OR
APPLICABLE UNDERWRITERS' LARD MRES REIIUIREMM
FOR IX;F W FiXiURfS UL SfMDARD 676.
a
8'0' 9114"
9"
8114"
e•
8'6' 'i "r
DETAILS. COPING -1
EARTH MAY BFND��t-_'
r u
WATERPROOF REMOVED OR iJ C3 d
TYPICAL PLASTER UNDISTURBED n I z
STEEL 7 BENCHES OR STEPS. -i
REINFORCEMENT. i- X m
5.0 PER TABLE W
1 NO. 1. DECK DRAINS
RECOMMENDED. 5 1/Y
cr, cr, MIN.
ADD #3 O 12. O.C. BOND BEAM
LONGITUDINAL O TRANSITION PER TABLE NO. 1
v .... FOR EXP. SOILS. do DETAIL 12
(EXPANSIVE
SOIL)
I FLOOR - 5" THICK MIN. 't' SEE
REINFORCED GUNITE W/ #3 BARS TABLE
a O 12" O.C. EACH DIRECTION. TYPICAL N0. 5.
D MAIN DRAIN AT LOW POINT. STEEL
COL ( UNDISTURBED �
o BASKET IS NOT REQUIRED.) MAIN DRAIN SOIL VERTICAL STEEL SEE -O
a PIPE SHALL NOT ENCROACH INTO TABLE NO. 5.
w_3'-0"
W-4'-0"
W-5'-0"
ww-O'
D t VERTICAL
STEEL
t VERTICAL
STEEL
t, VERTICAL
STEEL
t VERTICAL
STEEL
L
2'0" 5'4•#3 O1
51%"#3 O1
51r#301
514'#30A
2'6' 5114"
5114"
514"
51,C '
3'0` 5%*
5114'
51i
51/'
3'6" 51C #3 0 6'
5,r #3 0 5' 51/i"
51/i" -
4'0' 6'-
51%'
514' #3 O 6'
5114" #3
d4C*
4'6' 61,4" #3 O 4'
6' #3 0 4'
6'5'0'
EXPANSIVE SOIL
7'
614'
6' #3 0 4'
6" #3
5'6' 7+4'
7'
61t/"
61%" "
610' 8'
71!r
7'1.7-
. r
6'6' 81,4• #3 O 3"
6'6*
7114" #3 0 3'
7114" #3 O 3'
7114"
T0' 9'
8'
6' '-
7%* #3 0 3'
T6'
a KEEP CONCREiE DAMP OONiNLIOUSLY FOR 14 DAYS. A. DECK BOOING WHEN DECKS ARE TO BE INSTALLED, METER STRUCTURALLY REQUIRED OR
APPLICABLE UNDERWRITERS' LARD MRES REIIUIREMM
FOR IX;F W FiXiURfS UL SfMDARD 676.
a
8'0' 9114"
9"
8114"
e•
8'6' 'i "r
9'
8 %
e' •
24" MIN.
TRANSITION
ALL TO FLOOR
MEN REQUIRELONG
ED BY THE BOFFICIAL, GLAZING SHALL COMPLY WITHUBC (1997) OR 2 i E DEEP PERIMETER FOOTING MI REQUIRED.RIMETER FOOTING WAY BE OMITTED WHEN Ir WIDE DECK IS INSTALLED.
4
6'
z GUNITE SHELL NOTE THICKNESS. DEVICES TO A STREET, STORY DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA
INSTALL HDYROSTATIC VALVE AND ROCK POOL LENGTH. GRADE BREAK LOCATIONS do DEPTH
8 WHOEVER EGRESS FROM A POOL 6 RESTRICTED BY THE PRESENCE OF A VERTICAL QUAL OR
PACK AT LOW PONT WHERE REQUIRED BY DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY HORIZONTAL STEM 4n OTER BARRIER MICIH EXTENDS MORE THAN if ABOVE THE WATER SURFACE AT THE POOL EDM
WITH NSPI SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL #3 BARS O 12` O.C. PERMANENT 0WINUOUS GRAB BARS, HANORAL.s, OR OTHER APPROVED EQUIVAIM DEVICESHIGH WATER TABLE. POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS _ SHALL BE INSTALLED VIM 1Y OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
REGULATIONS AND MANUFACTURERS RECOMMENDATIONS OF BEING SECURELY GRASPED. AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
OF THE POOL, PER YXII.C. CK41 SECTION 41.26.
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 5._8. 9� URGER PROVIDE ADEQUATE DRAINAGE
BLE
BOND BEAM PER TA2 2 BOND BEAM PER BENND POOL WALL
NO. 1 & DUAL #12 -0
4'' MIN. TABLE NO. 1 & BRICK OR PRECAST NOTE:
: TENET TOP OF tAJNITE BAR 0 24' O.C.3RD AND/OR
W/ GROt/'T Y! PUCE DETAL #12 (.ROUT ALL ails CONCRETE COPING. BY THE USE OF THIS PLAN
d
'� a Or 84 #15 FELT OR 4 MIL DECKING E• -ELECTRICAL - 9 1/Y ,� THE USER ACKNOWLEDGES
_ SF�a�JANTREQJ JOINT
to 12' ��4TH BAR
vTSQLIEENN J I�>L LOCATION MAY THAT HE HAS READ AND
51 ,� COPING 8 IAN. ABOVE DECK, WATER TO MATCH ,
'r VARY TO
#3 BARS o 1' MIN. #3 BARS z E• -UNE OR FLOOD UNE WHICH L COPING < y PROVIDE
° FOR EXPANSIVE SOLS. m UNDERSTANDS ALL OF THE
#3 BAR SPA LIGHT 0 12' o.c N CTR. 12' O.C.AROUND EVER Is GREATER . = '' (1) R � M 3 21/2• CUL NOTES INCLUDED HEREIN.
96.
EACH WAY. 3" 0., r EA. WAY. AM S EA. WAY. HORIZ STEEL. f� � BETWEEN
qR I t` , BARS 0 t7R s• Bloat `� a PARALLEL THIS PLAN IS THE
DOVER. 1 1Y D.C. DECKING.
EQ. EQ. WATER T -WATER �` ` fm�1500 psi m < , TEE WORK OF THE ENGINEER AND
REINFORCING PER ° 6. LINE. LINE. (3) IR BARS ��\\\ BO -�._ a - MONO BEAM PER TACE SHALL COPIED NOT
OTHEEPRODUS D,
DETAIL #10. NOT MIN. 24'BE 0
CREOUIRED IF 6' LEAR PROVIDED.
° 5' MN. BEND BOND �\N zBEAM UNDER! 40' ALSO. 3' CLR. #3 BARS 0 1Y D.C.'CWITHOUT THEIR WRITTEN
24' MIN. LAP AROUND ALL SKIMMER. `� _ d � � g \ LIIIN E -� W/ BOND BEAM 3' t:UR. E --PATER PERMISSION.
VERT. srm 12' MIN. PER TABLE PRECAST COPING
OR POOL NOTE 4n INTO SPA g 2 ���� SEE TABLE EIQIBE I NQ 1 O I
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN SPA i3 BARS () #3-7 BARS �� FIXTURE,
O 1fo.0 N No. 11. bTL a2 OR BRICK
FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' ABOVE EA. WAY. SECTION AT SKIMMER GROCND Ire LENS t � TAL
SPA FLOOR, PER IAPMO UAFORM POOL & SPA CODE I I 'I �T- STEM #3 (2) #3 M NOTE:
24' N.E.C. OR CLEC L BARS ; BOND BEAM HORIZONTAL BARS MAY ? E
ROC( BE OVER OR UNDER VERTICAL BARS. J. CO
SPA DETAILS - SPA DETAILS MAY BE USED 7 POOL
LLP APPROVED caNDLAT. TABLE N0. 11: VERT ;TENT vENEEIL
FOR SPAS WITHOUT POOLS.
2
.4 O ip 5• RECESSED TOTAL HIEICEiT -NORMAL POOL DEPTKN (D) + HEIQRAM Io CIF RAD BEJIM. 45' OR 90L ARE
7. GAS PHPNG TD BE N CONFORMANCE WITH UPC (199» OR CPC (2001) SECTION 1210.1. SAN u
ENCLOSURE STANDARD PROCEDURE.
4'-0' MIN. IMPERVIOUS DECK
V
S'iRUCTURAI NOTES, {
BARS EACH BHT
WAY AROUND
7
CITY OF LOS ANGELES SPECIAL NOTES (PRIVATE USE ONLY)
SOL
t
1. SOL SHALL HAVE A MINIMUM BEARING VALLIS OF 1000 PSE. CONCIETE SHALL, BE PLACED THESE MOTS ARE ONLY APPLICABLE N THE CRY OF LOS MGM
UNDISTAiIED SOL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL.
NICHE Y OUR.
6"
TIS PLAN IS NOT SUITABLE WHERE POTENTIAL MTS FOR DIFFERENTIAL MONELETNT FROM 1. DEM AHD CONSTRUCTER MUST CONFORM WITH THE REQUIRE EIM OF 91.318 DIV i
SLOPE 1/8'-1/4' PER TOOT
APPROVED SEALANT
1/f NN DEPTH
DSM SOL CONDITIONS LINDEN POOL, SUCH AS CUT -FILL TRANSITIONS. AND P/9C 2001-14.
t ALL. Snit SHALL BE DEFORMED LIARS R CONFORM 10 ASTM A615 GRADE 40 2 MINIMUM CONCREiE COMPRESSIVE STRENGTH FOR SHOTCREiE OR GUNIIE SHALL DE 250D PSL
TYR
vERT1rAl
_REINFORCING
FOR #3 BARS AND µ BARS ,SPLICES TO BE LAPPED ZC MN. MINIMUM CLEARANCE
COUNTY OF LOS ANGELES SPECIAL NOTES
#3
NOTE: DRAIN _V Q:
BETWEEN PARALLEL BARS 5 2 1/2'.
#3
#3
S. (1) #4 BAR iS EQUIVALENT TO AND MAY BE USED N PLACE OF (2) 03 BARS N THE COUNTY OF LAS ANGELES. THE DEPARTMENT OF PUBLIC WORKS BUILDING & SAFETTAAN D
30 P.C.F.
EXPANSION JOINTS
REQUIRED N DECK
4, GROUNDING PER NEC OR CEC OF THE STRUCTURAL REINFORCING MUST LE INSTALLED PRIOR DEVELOPMENT DIVISION NETS MLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR
1. INSTALL NO. 8 COPPER GROUND WIRE FROM LKPNT NICHE
M BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC
EXPANSIVE SOIL
TD PLACEMENT OF CONCRETE R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF TIS PLAN.
�SATU
010�O*O.C. A a
S SHOTCREiE (GUNITE)-70 LE N CONFORMANCE WITH UDC/CBC SECTION 1924 & SHALL HAVE CONSTRUCTOR TO BE PER 2002 LOS ANGELES COUNTY BILGING CODE (LACBC)
CONDUIT CAN BE USED WIN INSULATED N0 8 COPPER
t
A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND CONSIST OF 1 PART
(- _ I RATION
ItECOMIA NDt� PRIOR
-REMAINDER of JOINT i
PORTLAND CEMENT TO 4-1/2 PARTS SAD d 3 GALLONS OF WATER PER SACK OF CEMDRT. VENTURA COUNTY SPECIAL NOTES
INTERIOR W/THE KE.C, APPROVED POTTING COMIPOLM
1ADAYMDAR°"
& CEMENT SRNL CONFORM TO UBC/CBC STI) 19-1. ASTM I%62
TO POURING DEC(.
l- -
IN STYROFOAM OR OTHER
EXP.
7. USE TYPE V PORTLAND CEMENT N AREAS WITH MORE THAN 2% SULFATE CONTENT OR AS TEST NOTES ARE ONLY APPLICABLE w VWURA COUNTY.
2. SMMMING POOL LIGHTING FIXTUtFS SHALL COMPLY WITH
E
DIRECTED BY THE UNIFORM MUM CODE/CALEM BUILDING CODE 1. DECK TO BE REINFORCED WITH #3 BARS O 24' Mt EACH WAY.
FOOTING RECOMMENDED
�- 6' FOR EXPANSIVE SONS
CONCRETE SHALL NOT TOUCH
COPING OR BOND BEAM.
a KEEP CONCREiE DAMP OONiNLIOUSLY FOR 14 DAYS. A. DECK BOOING WHEN DECKS ARE TO BE INSTALLED, METER STRUCTURALLY REQUIRED OR
APPLICABLE UNDERWRITERS' LARD MRES REIIUIREMM
FOR IX;F W FiXiURfS UL SfMDARD 676.
a
9. ALL NIB" SURFACES OF POO- AND SPA SHALT BE COATED WITH A WATERPROOF SILICA NOT, THE REINFORCING INSTALLED THEREIN SHALL BE ELECTRICALLY BONDED TOGETHER WITH
012.JIM
2
PLASM THE POO- SELL REINFORCING O METAL PMTS OF ELECTRICAL EQURENT ASSOOAiED WITH
04"
THE POOL WATER RECIRCULATING SYSTEM & WITH MISCELLANEOUS META. ADORES, SUCH
GLAZING IN HAZARDOUS LOCATIONS 4 AS POOL StloEs. GIVING BOARD a SPRING BOARDS, N ACCORDANCE WITH NEC SEG 680-22
HOLY DnwK
OR NO
It
MEN REQUIRELONG
ED BY THE BOFFICIAL, GLAZING SHALL COMPLY WITHUBC (1997) OR 2 i E DEEP PERIMETER FOOTING MI REQUIRED.RIMETER FOOTING WAY BE OMITTED WHEN Ir WIDE DECK IS INSTALLED.
4
6'
CBC (2001) SEM 2406.4 r1EM 9 NCLUDNMIQO
C LOCALLY ADOPTED AM I NM 4. MMUI YDEO( WIDTH IS UNLESS PERIMETER FOOTING DEPTwCREASED BY THE AMOUNT
8'
9"
1. CLA21MG N WALLSNO AFENCES USED AS A BARRIER SHALL BE SAFETY GLAZING MIEN ALL PROPORTIONAL TO THE REDUCTION N DEC( WIDTH.
E.F.P. =
vowA
OF THE F'OLIAYING CONDGM ARE PRESENT: 5. MEN DECK SUB -GRADE SOL HAS AN LJIPAN90N INDEX > 91 SATURATION T)1YH• MINIMUM
A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE POOL SIDE OF THE
#3
#3
DEPTH IS REQUIRED.
#3
#3
GAZING. 6. JOINTS N DECKS O COPING SHALL BE MADE WA70MIT WITH AN APPROVED PERMANENT
B. THE GLAZING IS WT#N 5 FEET OF A SWIMMING POO- OR SPA DEO( AREA. RESILIENT SEALANT
62.4 P.C.F.
STEEL
7 SURFACE WATER FROM POO- DECKS SHALL BE MEMO Yt CONDLM THROUGH--nvSTVE '
012.
z GUNITE SHELL NOTE THICKNESS. DEVICES TO A STREET, STORY DRAIN, OR OTHER APPROVED WATERCOURSE OR DISPOSAL AREA
INSTALL HDYROSTATIC VALVE AND ROCK POOL LENGTH. GRADE BREAK LOCATIONS do DEPTH
8 WHOEVER EGRESS FROM A POOL 6 RESTRICTED BY THE PRESENCE OF A VERTICAL QUAL OR
PACK AT LOW PONT WHERE REQUIRED BY DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY HORIZONTAL STEM 4n OTER BARRIER MICIH EXTENDS MORE THAN if ABOVE THE WATER SURFACE AT THE POOL EDM
WITH NSPI SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL #3 BARS O 12` O.C. PERMANENT 0WINUOUS GRAB BARS, HANORAL.s, OR OTHER APPROVED EQUIVAIM DEVICESHIGH WATER TABLE. POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS _ SHALL BE INSTALLED VIM 1Y OF THE WATER SURFACE SUCH DEVICES SHALL BE CAPABLE
REGULATIONS AND MANUFACTURERS RECOMMENDATIONS OF BEING SECURELY GRASPED. AND SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF A USER
OF THE POOL, PER YXII.C. CK41 SECTION 41.26.
TYPICAL LONGITUDINAL SECTION 4 BUILDING SURCHARGE SECTION 5 NOTES 6
APPROVED SEALANT 5._8. 9� URGER PROVIDE ADEQUATE DRAINAGE
BLE
BOND BEAM PER TA2 2 BOND BEAM PER BENND POOL WALL
NO. 1 & DUAL #12 -0
4'' MIN. TABLE NO. 1 & BRICK OR PRECAST NOTE:
: TENET TOP OF tAJNITE BAR 0 24' O.C.3RD AND/OR
W/ GROt/'T Y! PUCE DETAL #12 (.ROUT ALL ails CONCRETE COPING. BY THE USE OF THIS PLAN
d
'� a Or 84 #15 FELT OR 4 MIL DECKING E• -ELECTRICAL - 9 1/Y ,� THE USER ACKNOWLEDGES
_ SF�a�JANTREQJ JOINT
to 12' ��4TH BAR
vTSQLIEENN J I�>L LOCATION MAY THAT HE HAS READ AND
51 ,� COPING 8 IAN. ABOVE DECK, WATER TO MATCH ,
'r VARY TO
#3 BARS o 1' MIN. #3 BARS z E• -UNE OR FLOOD UNE WHICH L COPING < y PROVIDE
° FOR EXPANSIVE SOLS. m UNDERSTANDS ALL OF THE
#3 BAR SPA LIGHT 0 12' o.c N CTR. 12' O.C.AROUND EVER Is GREATER . = '' (1) R � M 3 21/2• CUL NOTES INCLUDED HEREIN.
96.
EACH WAY. 3" 0., r EA. WAY. AM S EA. WAY. HORIZ STEEL. f� � BETWEEN
qR I t` , BARS 0 t7R s• Bloat `� a PARALLEL THIS PLAN IS THE
DOVER. 1 1Y D.C. DECKING.
EQ. EQ. WATER T -WATER �` ` fm�1500 psi m < , TEE WORK OF THE ENGINEER AND
REINFORCING PER ° 6. LINE. LINE. (3) IR BARS ��\\\ BO -�._ a - MONO BEAM PER TACE SHALL COPIED NOT
OTHEEPRODUS D,
DETAIL #10. NOT MIN. 24'BE 0
CREOUIRED IF 6' LEAR PROVIDED.
° 5' MN. BEND BOND �\N zBEAM UNDER! 40' ALSO. 3' CLR. #3 BARS 0 1Y D.C.'CWITHOUT THEIR WRITTEN
24' MIN. LAP AROUND ALL SKIMMER. `� _ d � � g \ LIIIN E -� W/ BOND BEAM 3' t:UR. E --PATER PERMISSION.
VERT. srm 12' MIN. PER TABLE PRECAST COPING
OR POOL NOTE 4n INTO SPA g 2 ���� SEE TABLE EIQIBE I NQ 1 O I
PROVIDE (2) ANTI -VORTEX DRAINS. ONE LOCATED IN SPA i3 BARS () #3-7 BARS �� FIXTURE,
O 1fo.0 N No. 11. bTL a2 OR BRICK
FLOOR & ONE LOCATED ON SIDE OF SPA SEAT 3' ABOVE EA. WAY. SECTION AT SKIMMER GROCND Ire LENS t � TAL
SPA FLOOR, PER IAPMO UAFORM POOL & SPA CODE I I 'I �T- STEM #3 (2) #3 M NOTE:
24' N.E.C. OR CLEC L BARS ; BOND BEAM HORIZONTAL BARS MAY ? E
ROC( BE OVER OR UNDER VERTICAL BARS. J. CO
SPA DETAILS - SPA DETAILS MAY BE USED 7 POOL
LLP APPROVED caNDLAT. TABLE N0. 11: VERT ;TENT vENEEIL
FOR SPAS WITHOUT POOLS.
2
.4 O ip 5• RECESSED TOTAL HIEICEiT -NORMAL POOL DEPTKN (D) + HEIQRAM Io CIF RAD BEJIM. 45' OR 90L ARE
TOTAL HEIGHT - H
QTY OF
4'-0' MIN. IMPERVIOUS DECK
V
- 7- - -d-
BARS EACH BHT
WAY AROUND
7
LOS ANGELES
SOL
t
51 '
NICHE Y OUR.
6"
6' MIN.
DEEP REQUIRED
SLOPE 1/8'-1/4' PER TOOT
APPROVED SEALANT
1/f NN DEPTH
91f 11-112- 12"
TYR
vERT1rAl
#3
#3
NOTE: DRAIN _V Q:
°
#3
#3
31 2
30 P.C.F.
EXPANSION JOINTS
REQUIRED N DECK
OKVM
(3) #3 Bim•
d
1. INSTALL NO. 8 COPPER GROUND WIRE FROM LKPNT NICHE
M BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC
EXPANSIVE SOIL
tr g'
�SATU
010�O*O.C. A a
06' 06' .
CONDUIT CAN BE USED WIN INSULATED N0 8 COPPER
t
51!'
(- _ I RATION
ItECOMIA NDt� PRIOR
-REMAINDER of JOINT i
r �• --� 5' MIN.
INTERIOR W/THE KE.C, APPROVED POTTING COMIPOLM
1ADAYMDAR°"
TO POURING DEC(.
l- -
IN STYROFOAM OR OTHER
EXP.
TYPICALTYPICAL
PLAN AT SKIMMER
2. SMMMING POOL LIGHTING FIXTUtFS SHALL COMPLY WITH
E
_ VENTURA cout TY
FOOTING RECOMMENDED
�- 6' FOR EXPANSIVE SONS
CONCRETE SHALL NOT TOUCH
COPING OR BOND BEAM.
N #3 #3 #3
APPLICABLE UNDERWRITERS' LARD MRES REIIUIREMM
FOR IX;F W FiXiURfS UL SfMDARD 676.
a
15' DEEP REQ.
012.JIM
2
06"104!*
TOTAL HEIGHT - H
2'
3'
V
5'
16.
7
e 9' 110. 11'
SOL
t
51 '
6"
6"
6"
6V;
8"
91f 11-112- 12"
EF.P. =
vERT1rAl
#3
#3
#3
#3
#3
#3
#3 #3 #3 #3
30 P.C.F.
sTm01r.012"012'
EXPANSIVE SOIL
06"
W.06
'
06' 06' .
EXPANSVE Soy
t
51!'
6•
6"
r
-8"
1ADAYMDAR°"
E.F.P. =
VERTICAL.
#3
#3
#3
#3
#3
#3
N #3 #3 #3
45 P.C.F.
STEM
2`
012.JIM
2
06"104!*
04"
03" 03 03` 03"
HOLY DnwK
OR NO
It
514*
6'
6'
7"
8'
9"
100,f 11. 12'
E.F.P. =
vowA
#3
#3
#3
#3
#3
#3
#3 #4 #4 #4
62.4 P.C.F.
STEEL
Y
012.
06'
06'
04"
03"
03' 04" 03' CI
I30ND BEAMS �. ROCK OR .586
PER TABLE F PLASTER BRICK NOTCH
No. 1.
OPTIONAL WOOD POST FOR PATIO- LEVEL TOP OF BOND
ALLOW 20001b. MAX LIVE & DEAD I i BEAM WITH GROUT &
LOAD. GALV. SIMPSON POST I I PUCE 15# FELT OR
BASE BOND PER'CTiCAI PLUMIBING I I 4 ML VISQIIEENN ON
�- TOP OF BOND BEAM.
NOTE MASTIC PLAN VAUD ONLY MATH MEET
3 1/2" IOM CANTILEVER STAMP Nit ENGINEER'S SIGNATURE
CONCRETE ° CONCRETE IN RED INK ON PLAN.
DECKING AUTHORI-YrD SIGNATURES•
Z
RONALD L LACHER, P.E.
EXPANSIVE SOIL
DETAILS
",E A No' MET � �. �
MIN SIDS
S
8
SKIMMER DETAIL
9
SECTION AT LIGHT
10
RAISED BOND BEAM
11
BOND SEAM DETAILS
1ADAYMDAR°"
. ASDL, M. PASOL, P.E..
STANDARD PLAN
I CITY OF LOS ANGELES:
APPROVALS:
#268 -PRIVATE USE ONLY
SAN BERNARDINO
ORANGE COUNTY:
#03-00042-225A-01 KERN COUNTY: #213
#SP -97-001 CITY OF FRESNO: P-00-01 REQ'S SUPPLEMENTAL NOTES
-
STANDARD POOL
°°' Ron Lacher, R.C.E.
p 1201 N. Tustin Ave.
CITYOF ONTARIO:
APPROVED FOR 97 UBC
RIVERSIDE COUNTY:
#342375
engineering
Anaheim, California 92807
SAN DIEGO:
SIMI VALLEY:
MP #92
SP1 REQ'S SIMM VALLEY NOTES ATTACHMENT
LOS ANGELES COUNTY:
VENTURA COUNTY:
#26077 CONSTRUCTION TO BE PER 2002 LOS ANGELES COUNTY BUILDING CODE
#6-99 REQUIRES ATTACHMENT OF VOMM COUNTY BARRIER REQUIREMENTS
��� �� L LA
STRUCTURAL
inc.
Fax: (714) 630 6114
SANTA CLARITA:
#306 REQ'S SUPPLEMENTAL NOTES
CITY OF BEVERLY HILLS:
#13 CONSTRUCTION TO BE PER 2001 C.B.0 AND BEVERLY HILLS MUNICIPAL CODE AR11CLE 6
Phone: (714) 630-6100
STANDARD POOL STRUCTURAL PLAN -
`