BWFE2014-108278-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
}
Application Number: BWFE2014-1082
Property Address: 546CO SEA HERO CIR
APN: 767780041
Application Description: GARDEN WALL 212 LF
Property Zoning: I
Application Valuation: $5,724.00
Applicant:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO, CA 92656
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
OCT 2 4 2014
CITY OF LA QUINTA
COMMUNITv DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of peijury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Profe ions Code,
and my License is in full force and effect.
License Class: License No.: 728102
j� 1
ate: v" Contrato
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt fro the Contractor's tate
License Law for the following reaso (Sec. 7031.5, Business a Professions Co e: Any
city or county that requires a permit to construct, alter, improv fro(
oli repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is I':censed pursuant to the provisions of the
Contractor's 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 for a
permit subjects the applicant to a c,vil penalty of not more than five hundred dollars
($500).:
(_) 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 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.).
(_) I, 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]!
(_) 1 am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
i
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
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/22/2014
Owner:
IOTA GRIFFIN
4675 MACARTHUR CT NO 1550
NEWPORT BEACH, CA 0
Contractor:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO, CA 92656
(949)349-8269
Llc. No.: 728102
WORKER'S 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
of 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:
Carrier: 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 tot orkers'
compensation laws of California, and agree that, if I shou%esubj-the
workers' compensation provisions of Section 37 0 of therthwith
comply with ^o�se prr/gl✓isions.
Da/tye I) `Ll Applicant:—
WARNING:
>
Y � .
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION OVEJISWFUL,
AND SHALL SUBJECT AN EMPLOYERTO CRIMINAL PENALTI ANDPTO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDI IONTOCOMPENSATION, DAMAGES AS PROVIDED FOR IN SECTIONCODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official 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 certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this cit to enter n e ab ve•
mentioned prop rty for inspection purposes.
�v� Z.
Date`J Signature (Applicant or AgenE) S
1
I
FINANCIAL •
1•
4 DESCRIPTIO6N
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY .
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$91.36
$0.00
PAID BY `
METHOD
RECEIPT#
CHECK #
CLTD BY
J
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK .#
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY,'
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00
TOTALS:• • 0•
1
I
/`- Permit Details
IERM
IT NUMBER
City of La Quinta WFE2014-1482
Description: GARDEN WALL 212 LF
.?..1, aa°'££. .+. bs:' wr '��r..tiP..;: d.r «
:'+$ ' ...ya •-. �Ma < t..?
Type: WALL/FENCE
Subtype: Status: SUBMITTED
Applied: 9/16/2014 MFA
Approved:
Parcel No: 767780041 Site Address: 54600 SEA HERO CIR LA QUINTA,CA 92253
Subdivision: TR 32879
Block: Lot: 264
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $5,724.00
Occupancy Type: Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0 No. Unites: 0
Details: 212 LF OF GARDEN WALL [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2010 CALIFORNIA BUILDING CODES.
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NAME TYPE
NAME
ADDRESS1
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO
CA
92656
CONTRACTOR
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIEJO
CA
92656
OWNER
IOTA GRIFFIN
4675 MACARTHUR CT
NEWPORT
CA
0
NO 1550
BEACH
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD
BY
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00
BSA:
Printed: Wednesday, October 22, 2014 4:53:23 PM 1 of 2
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Permit Det►ails
City of La Quinta
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SEQID INSPECTION TYPE
INSPECTOR SCHEDULED COMPLETED
RESULT REMARKS NOTES
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BOND BEAM
DATE
FINAL"
BY
WALL/FENCE - EA
101-0000-42404
0
$91.36
$0.00
ADDITIONAL 50 LF
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid for FENCE OR FREESTANDING WALL $200.13 $0.00
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SEQID INSPECTION TYPE
INSPECTOR SCHEDULED COMPLETED
RESULT REMARKS NOTES
DATE DATE
REVIEWER
SENT DATE
FOOTINGS
NOTES
BOND BEAM
DATE
FINAL"
PWRENT PROJECTS
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Printed: Wednesday, October 22, 2014 4:53:23 PM 2 of 2
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RETURNED
STATUS
REMARKS
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
NOTES
DATE
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LJ LJ L1 iJ SYSTEMS
6" (6-0" TO 6'-81 PROTO it - EXPOSURE C - DIP FOOTING
DESIGN CRITERIA (PER 2013 CBC):
1. ALLOWABLE SOIL .BEARING PRESSURE PROTO II FENCE WALL
= 1000 PSF MIN.
2. ALLOWABLE SOIL PASSIVE PRESSURE
= 150 PCF MIN.
3. SEE SHEET B, C. & D PRIOR TO
START OF CONSTRUCTION. 6" STD. HOOK
6" CAP BLOCK PER
SHEET C
STEEL PLATE TO BEAR
FULLY ON CENTER WEB
OR END FACE SHELLV-
SIZE PER SHEET C.
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PERMITTED BETWEEN DIP z
AND SETTING PAD
I -
HORIZONTAL JOINT
2:1 SLOPE
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
REINFORCING TOP 2
12" TO 36"
COURSES BELOW PLATE
6" TO 11"
AND AT 24" O.C. BELOW
VERTICAL FOOTING
3'-1"
REINFORCING AT 6'-8"
-POST TENSION (PT)
FENCE, USE 1 #4 IN
ROD SEE SHEET B FOR
CENTER OF DIP
ROD SPECS - CENTER
IN WALL
14-115-8964
-PROTO II FENCE WALL
LU
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SETBACK
PER
CHED/—FINISHED GRADE
#4CONTINUOUS
AT HOOK
z
2 1
MAX
I I CONT. CONCRETE
I I SETTING PAD -
I I SEE SHEET D
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I I
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L _ —
5'-0" TO
8 DAYLI -r MIN.
CONT.
LINE OF DIP
FOOTING BEYOND,
3'-0"
V
16" MIN
FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
BLOCK AT SWALE AT GRADE.
POST TENSION (PT)
ROD SEE SHEET B
CONCRETE DIP FOOTING
DIP MAY BE OVER
EXCAVATED AS SHOWN -
FILL WITH COMPACTED
FILL OR CONCRETE
DIP DEPTH AT TOP OF
2:1 SLOPE
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
MIN. DEPTH 'D'
DIP FOOTING
12" TO 36"
2'-4"
6" TO 11"
2'-11"
3" TO 5"
3'-1"
FENCE WALL SCHEDULE AT LEVEL SOIL
'H' DESIGN WIND PT ROD OIP
MAX EXP/ FLAG4NG- •-SPAeiN n
C AT 140 6' 1- NTA
6'-0" C AT 1 0 BUILDING & SAFETY DEPT.
CAT1 0
C AT 1 a0 T r i OT0 II STANDARD
6'-8" C AT 1 0 -- -- LA OUIN1 A, CA
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NUMBER
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SEALED ON
14-115-9155
110 SCOIe
TRACKING
DRAWN
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14-115-8964
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THESE DRAW1NGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE
GENERAL STRUCTURAL NOTES
1. SOIL SHALL BE FIRM AND COMPACTED ,PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL
VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL
CLASS 4 OR BETTER AS DEFINED BY THE CBC) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR
-P*SS00E)- AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF.
2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FIT
BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER.
3. SEE SHEET A FOR EXPOSURE, WIND SPEED, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. USER IS RESPONSIBLE TO
VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE
APPROVED SITE PLAN AND APPLICABLE CODE OR JURISDICTION REQUIREMENTS.
4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PSI
- TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN. OF
48 HOURS OLD PRIOR TO FINAL TENSIONING ALL. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS
DURING PLACEMENT.
5. LAP REINFORCING STEEL: LAP = 32" FOR #4 BARS IN CONCRETE.
6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. (F'M DESIGN CRITERIA FOR BLOCK IS
BASED ON 2000 PSI). BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT
BLOCKS WITH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. BLOCKS SHALL BE LAID IN RUNNING BOND.
7. MORTAR SHALL BE TYPE S, 2000 PSI MIN. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL' TENSIONING AND 24
HOURS OLD PRIOR TO FINAL TENSIONING.
8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING.
9. REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI.
10. PROTO-II HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION
INDICATORS (A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE
SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-II LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE
7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO
THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION
ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS
PER ASTM A563 GRADE A. AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED
AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE
60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL.
11. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP).
12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH
ENbS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A MIN. OF 3" 'L' HOOK, WITH 1/2" NUT AT END OF TENSION ROD WHERE
EMBEDDED IN FOOTING.
13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED
WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF ENO OF WALL AND
12" EACH SIDE OF CONTROL JOINT.
14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE USED
AT PLATE/TENSION LOCATION.
15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION; AT CONTRACTOR OPTION,
VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP.
16. A PROTO-II DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND NUT
WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF
FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS; METHOD
1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO LIGHT
LEAKAGE BETWEEN THE PROTO-II DTI AND BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORQUED TO
55 FT -LBS. (DTI MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY OF MORTAR
JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO II MASONRY DESIGN IS BASED ON THIS SPECIAL
INSPECTION.
17. POST TENSION ROD SPACING IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS ±12" BUT THE NUMBER OF
FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. PO "' ROD-SPA&MG-4-eL-Ei2A-N S t8" BUT
THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMA14 THF, E nFI LA QUI NTA
18. SEISMIC DESIGN CRITERIA: Ss=2.0, SI=0.749 SOIL CLASS=D (ASSUMED) R((SSKI A GbbRY I.
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE FOQft05Va &d3_.L l_oR_W DWT -AN) SIZE/DEPTH
AND CLEANLINESS OF FO NDATION, ADDITIONAL SPECIAL INSPECTION A REQUIRQ) S tC
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE
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N
PROTO-II
PLAN VIEW
i
sEcnoN
(5)
KEY NOTES:
1. POST TENSION ROD.
2. NUT.
3. DIRECT TENSION INDICATOR (DTI).
4. BEARING TOP PLATE.
5. COLLAPSIBLE TABS.
6. MINIMUM TENSION TO BE 6,000 LBS LOAD AND
CONFIRMED BY ONE OF TWO METHODS PER
NOTES "B" & "C" BELOW.
7. FILL CAP BLOCK WITH MORTAR. IMMEDIATELY
"FLIP" ONTO ROD. COMPLETELY COVER NUT, ROD
AND PLATE WITH MORTAR.
8. CAP BLOCK OF SUFFICIENT SIZE TO COVER
PLATE AND ROD.
9. CONTINUOUS HORIZONTAL JOINT REINFORCING.
10. CENTER WEB OR END FACE SHELL BELOW.
11. STEEL PLATE SIZES:
A. 4" PROTO II: 1 /4"x3"x6"
B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6"
C. 6" PROTO 11:1/4"x4 1/2"x6"
0. 6" SLUMP PROTO Ik1/4"x4"x6"
STEEL PLATES TO BE PLACED AT THE EDGE OF
THE CELL SO THAT THE PLATE BEARS FULLY ON
THREE SIDES.
12. 00 NOT USE BOND BEAM BLOCK AT BEARING
PLATE LOCATIONS.
PROTO II DTI TO BE USED AT EACH TENSION ROD.
TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM
OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES
BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER
TORQUE OF NUT HAS BEEN ACHIEVED.
AS ALTERNATE TO VISUAL INSPECTION OF TABS,
INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY
USE OF A CALIBRATED TORQUE WRENCH. TORQUE
NUTS TO 55 FT -LBS. DTI STILL MUST BE PLACED ON
ROD IF USING TORQUE WRENCH METHOD. SEE
GENERAL NOTE ON SHEET B.
SPECIAL DEPUTY INSPECTOR WILL PERFORM A
VISUAL INSPECTION WHEN USING THE DTI METHOD TO
CONFIRM THE DTI IS COLLAPSED WITH NO LIGHT
LEAKS BETWEEN THE TABS AND BOTTOM OF NUT.
IF USING TORQUE WRENCH METHOD, DEPUTY
INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55
FT -LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED.
INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
OF TENSIONING PERFORMED BY ONE OF THE TWO
METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR
TO PROVIDE A COMP
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.
FOOTING ELEVATION AT POST TENSION ROD
PROTO II FENCE WALL
Y
THICKENED FOOTING TO PROVIDE
3" MIN. COVER AS REQUIRED
AROUND ANCHOR BOLT AND NUT
ELEVATION
X
7/16" DIA. POST TENSION RODS
(PT) SEE SHEET B CENTER IN
WALL
I
THICKENED FOOTING TO PROVIDE
L•
3" MIN. COVER AS REQUIRED It,
AROUND ANCHOR BOLT AND NUT
—\ I
L — _ — — J
8
0YSECTION
CONCRETE SETTING PAD
7/16" DIA. POST TENSION RODS
(PT) SEE SHEET B CENTER IN
WALL
CITE' OF LA QUINTA
BUILDING & SAFETY DEPT.
/ P O Q 1 STAN
FOR CONSTR , CA
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE
PT K I p�
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SEALED
DF.TE�
JOB NUMBEII
ON
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TRACKING N - '
DRAWN
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110 SCdW
14-115-8964
TMH
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CARUSO
_ _ PROTO-II to WAGE SYSTEMS
DATE
ENGR
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TURLEY
- WWW.PROT02.COM
08.19.2014
JAC
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A SCOTT
41800 CASCADES COURT TEMECULA. CA 92591
PACKAGE
SHEET
SIT �Fp�
OF CAS
INC.
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,.,?`� PH# (951) 69ATTN: GARY OTTO
4-3793 - goryollo@proloii.com
INSTALLED ONLY BE STALLEO BY
S1.2
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www.Ctsoz.Com
APPROVED AND CERTIFIED INSTALLERS)
»»> '.6'. AND 8" THICK POST -TENSIONED MASONRY WALLS
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE
LEGEND
PROPERTY LINEEA.
AIR CONDITIONING PAD
--
- — — -- — — -- -
PUBLIC, UTILITY EASEMENT
0
CONCRETE STOOP
— - - - - —
RIGHT-OF-WAY (R/W)
SIDEYARD GATE
-. — ---+� --
WATER MAIN
FIRE HYDRANT
-- ~--� -
SEWER MAIN
WATER METER
GARDEN WALL
SEWER LATERAL
RETAINING / GARDEN WALL.
TOP OF SLOPE
TOE OF SLOPE
dOJ
LOT 2ft LOT 2'35 j
301
d01 dO1 JJ
Co
r
. LOT 264
F� PIMLICO SXC LT
FF 489.17
PE 488.b8.5
f �
� 1 0:23 t �i /
j Z
25.86
— - — SEA HERO CIRCLE /
NOTE DIMEN&ON5 SHOW ARE NOTE: PLOT PLANS MAY NOT SHOW CURRENT RECORD LNFORMATIOPL REFER TO THE
tipR,�t�_ TO FXJWNO FACE AND NOT ME REPORT FOR OWENSMS, EASEMENTS, AND O 4ER INFORMATION OF REOORD.
ARCHREM)PAL POP -OM DRY Ui LAIES ARE NOT SHOWN ON THIS PLAN.
MSrk CONSULTING, INC U31NAR / RANCH
PUMM If Cyva &WMM111M s LAM SUR"I M .: JULY 2014
>MRcift Dun -> Ummm.cw M, TRACT NO. 32879
ID T=MUOM CM U&M . FAX c760 30-3,7W LOT 264 - 546W Sea Hero Circle cle LOT AREA
17,451 SF .
L ENNAR LA OUNTA, NVF�E OOUNiY, CAUFORNA
980 MONTECITO DRIVE
CORONA, CA 92879
(951) 817-3663 SCALE 1'=30'
BUYERS ACCEPTANCE DATE:
dip k
PERMIT INSPECTION HISTORY REPORT (BWFE2014-1082)
FOR CITY OF LA QUINTA
Wall / Fence 09/16/2014Application Date:Permit Type:767780041Parcel
Wall / Fence 10/24/2014Work Class:Issue Date:54600 SEA HERO CIR
LA QUINTA, CA 92253
Address:
Expired 04/22/2015Expiration Date:Status:Description:GARDEN WALL 212 LF *** 212 LF OF
GARDEN WALL [PROTO II
SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. 2010
CALIFORNIA BUILDING CODES.
Owner:Contractor:Applicant:IOTA GRIFFIN LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES OF CALIFORNIA INC
Scheduled
Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection
Required?CompleteActual
Start Date
12/08/2014 Footing MFA:14091607300
13747
Approved No Complete
12/10/2014 Bond Beam MFA:14091607300
13745
Approved Kirk Kirkland No Complete
78-495 Calle Tampico Page 1 of 1October 08, 2024