BWFE2014-1071-78-495 CALLE TAMPICO ' • i
LA QUINTA, CALIFORNIA 92253 ,
`tea 4 4 Q914
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BWFE2014-1071
Property Address:
81640 MACBETH ST
APN: -
767800061
Application Description:
BLOCK GARDEN WALL 457 LF
Property Zoning:
Application Valuation:
$12,339.00 i
Applicant:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ALISO VIE10, CA 92656
D Q �
OCT 24 2014
CfTY OF LA OUINTA
COMMUNITY DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: B-ce'nsee No.: 72810022
Dat bF?WZ�I Contractoo
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from te Cont ctor's State
License Law for the following reason (Sec. 7031.5, Business and Pr sions 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
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 civil 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.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date
Owner:
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 Na
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 VIE10, 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 to the workers'
compensation laws of California, and agree that, if should become subject to the
workers' compensation p ovisions of Section 37 of the Lab I s all forthwith
comply with those p v ions.
<
Dae: Applica�it:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO VCIVIL
NLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES ANS UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
(work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relatingtA building
construction, and hereby authorize representatives of this c' to ent he above-
mentioned p ope for nspection purposes.
mature (Applicant or AgOnt):
DESCRIPTION
INFORMATION
ACCOUNTQTY AMOUNT
PAID
PAID DATE
• •,-•$SAS SB1473 FEE
101-0000-20306
0 $1.00
$0.00
'PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00
DESCRIPTION
ACCOUNT.
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$163.86
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
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-
YTotal
TotalPaid for FENCE OR FREESTANDING WALL $272.63 $0.00
TOTALS: $273.63 00
LEGEND
PROPERTY UNE
PUBLIC UTILITY
EASEMENT
(RRIGHT OF—WAY
— 'w ._.._. WATER MAIN
_._. _..___$ __.. SEWER MAIN
GARDEN WALL
TOP TOP OF SLOPE
TOE S TOE. OF SLOPE
ILOT 52f; LOT 126 Ed AIR CONDITIONING
F8 (47&6) PE (472.8) PAD
CONCRETE STOOP
(1 SIDEYARD GATE
asp 1 _.;•OEy, 1 37[ FIRE HYDRANT
a WATER METER
' SSEWER LATERAL
t
56.66, q
t
LOT 136
F ® 8ELMONT 4G RT
FF 470.47
PE 469.8
y
't
A
+J
.oma
c
BET
LOT 137
f �MACH STREET
PE (4MID
NOTE: OIMEtMONS SHOWN ARE NOTE PLAT PLANS MAY NOT SHOW CURRENT RECORD INFORMATION. REFER TO THE
TO EUILaNc FACE AND NOT TTTLF R03OW FOR DIMENSIONS, EASEUMTS, AND OTHER INFORMATION OF RECORb.
ARCHREiCiURAL POP—OUTS DRY UTIMES ARE NOT SHOWN ON THIS PLAN
MSA ' CoNSuLTjNq, ING LENNAR / civ RANCH
ALAximm • Cwm Emammom ■ Lum surmwo JULY 2014
mwo Iw Ham Days - RAeam Mmmm . CA 9=0 TRACT NO. 32879
= "6M . FAX (76D"�'>� LOT 136 - 8fiMacbeth Street LOT AREA
21,257 SF
LENNAR LA OUWA, PoVSIME 00UNTY, CALFOF MA
980 MONTECITO DRIVE
CORONA, CA 92879
(951) 817-3663 SCALE 1'=30'
BUYEFrS ACCEPTANCE DATE:
Description: BLOCK GARDEN WALL 457 LF
Type: WALL/FENCE Subtype: Status: SUBMITTED
Applied: 9/15/2014 MFA
Approved:
Parcel No: 767800061 Site Address: 81640 MACBETH ST LA QUINTA,CA 92253
Subdivision: TR 32879 Block: Lot: 136
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $12,339.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
92656
Details: 457 LF GARDEN WALL [PROTO II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
CHRONOLOGY
CONDITIONS
NAME TYPE
NAME
CONTACTS
ADDRESSI 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
NO 1550 BEACH
0
Printed: Wednesday, October 22, 2014 2:07:58 PM 1 of 2 grow_,,.__...
4
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
Lai V
COMPLETED RESULT
DATE
REMARKS
��N
NOTES
T
�^
CLTD
;DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAIDDATE
RECEIPT #
CHECK #
METHOD
PAID BY
FINAL"
BY .
WALL/FENCE -.EA
101-0000-42404
0
$163.86
$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 $272.63 $0.00
SEQID
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
Lai V
COMPLETED RESULT
DATE
REMARKS
��N
NOTES
BOND BEAM
FOOTINGS
FINAL"
Printed: Wednesday, October 22, 2014 2:07:58 PM 2 of 2 „ _
6" (6'-0" TO 6-81 PROTO II - EXPOSURE C - DIP FOOTING
DESIGN CRITERIA (PER 2013'CBC):
1. ALLOWABLE SOIL BEARING PRESSURE
= 1000 PSF MIN.
2. ALLOWABLE SOIL PASSIVE PRESSURE
= 150 PCF MIN.
3. SEE SHEET B, C. & D PRIOR TO
START OF CONSTRUCTION.
w
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PROTO II FENCE WALL
6" STD. HOOK
6" CAP BLOCK PER
;�SHEET C
STEEL PLATE TO BEAR
FULLY ON CENTER WEB
OR END FACE SHELL -
SIZE PER SHEET C.
NO COLD JOINTS-L--
PERMITTED
OINTSPERMITTED BETWEEN DIP Z
AND SETTING PAD
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)
ROD SEE SHEET B FOR
FENCE, USE 1 #4 IN
8 19 ��
/ /
-CENTER OF DIP
ROD SPECS - CENTER
DRAWN
IN WALL
-PROTO II FENCE WALL
14-11.5-8964
3'-0"
U
16" MIN
/ FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
SETBACK OCCURS, INSTALL DRAINAGE
PER BLOCK AT SWALE AT GRADE.
CrHFn FINISHED GRADE
--#4 CONTINUOUS
AT HOOK
Z
� J
U
_j MAX
LV) a_ W I I CONT. CONCRETE
Z_ NEL W
L N I I SETTING PAD -
:c) O Q I L I SEE SHEET D
CL
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Q ,a U) I I
5-0" TO
8 DAYLI�M-r MIN.
CONT::
LINE OF DIP
J FOOTING BEYOND.
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 DIP
MAX EXP/ FLAC-IN -51P -A£- N
C AT 140 6'�Q, F NTA
6'-0" C AT 1 0 BU LDIi ka & SAFETY DEPT.
CAT1 0
C AT 1 , 0ER-411A2OTOFII STANDARD
6'-8"` C AT 1 0 -- - LA QUIN , CA
C AT 1 .O 11 ffi I I/f
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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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S 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
PASSIVE) ANO 14=141%WUM AtlOWABLE 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 If 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 C
DURING PLACEMENT. ONSOLIDATED BY SUITABLE MEANS
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
ENDS 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 END 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 it 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 J�OD-_SRAG-NG--%lz-ERAid S t8" BUT
THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMA I �Hfi AA ` b FI LA Q { I NTA
18. SEISMIC DESIGN CRITERIA: Ss=2.0, S1=0.749 SOIL CLASS=D (ASSUMED) RttSKi A G fZY I. V
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE FLQQ N0V-7 ta$sODAl01R_W UFART-A SIZE/DEPTH
AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A REQUIRE 1SQn,
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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CON TRUCDON OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED WITH WRITTEN SIGNATURE.
TOP:OF PROTO II WALL
i
A
(3)
(4)
PROTO-II
e
PLAN MEW
f (6)
X SECTION
(8)
(7)
KEY NOTES:
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 COMPI FTFn RG_=1.iR4-f0-t6TrD-"j
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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXEO WITH WRITTEN SIGNATURE.
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.
(5)
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: 'i/4"x3"x6"
(�)
B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6"
(2)
"
C. 6" PROTO 11:1/4"x4 1/2"x6"
D. 6" SLUMP PROTO 11:1/4"x4"x6"
STEEL PLATES TO BE PLACED AT THE EDGE OF
THE CELL SO THAT THE .PLATE BEARS FULLY ON
THREE SIDES.
12.
DO 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 COMPI FTFn RG_=1.iR4-f0-t6TrD-"j
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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXEO WITH WRITTEN SIGNATURE.
FOOTING ELEVATION AT POST TENSION ROD
PROTO II FENCE WALL
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THICKENED FOOTING TO PROVIDE
3" MIN. COVER AS REQUIRED
AROUND ANCHOR BOLT AND NUT
ELEVATION
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7/16" DIA. POST TENSION RODS
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-
CITY" OF LA QUINTA
BUILDING & SAFETY DEPT.
AP ROW1 STAN RD
FOR CORSTRWWW. CA
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000�We 41800 CASCADES COURT TEMECULA. CA 92591
08.19.2014
JAC
PACKAGE
SHEET
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THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR R CORD'NG UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE
Bin. #
Permit # �� _ 1
L
City of La QuInta
BLAUng ez Safety Division
P.O. Box 1504,18-495 Cane Tampico
La.Quinta, CA 9225.E - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Adder. Griffin Ranch
Owner's N»: Lennar Homes Inc
A- P. Number
Address:980 Montecito Dr, Suite 302
Legal Description: TTM 32879
Citi, ST, Zip: Corona CA: 92879
Contractor- Lennar Homes Inc
Telephone: 9511417-3526
project Description:
Address: Same as above
City, ST, Zip:
Construction of phase 2- 6' homesite walls
Telephone:
See Attached St3 uence Sheet.and wall
State Lic. # :
Arch., Engr., Designer.
City Lic. #:.On Fife .
summary
Addrrss:
City, ST, Zip -
Telephone:
Construction Type: Occupancy;
State Lia '
Project type (circle one): New Add'a Alta Rzpair Demo
Name ofConra.tPerson: Ulrich Sauerbrey
Sq. n.:
Stories:
#Unity:
Telephone # of Contact Person: 760 610-9410
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submltfal
Rcq'd
Reed
TRACMNG
PERMIT FEES
Plan Sete
Plea Check submitted
Item
Amount
Structural CRtcs.
Reviewed, ready for corrections
Pian Checl Deposit
Trust C2`0.
Called ContactPersou
Plaa Check Balance_
Mile 24 Cates.
Plant picked up
Construction'
Flood plain plan
Plana resubmitted
bfecharileal
Girding pian
2`! Review, ready mor correctiouemue
Electrical
Subcontaetor Liet
Called Contact Person
Plumbing
Grant Dred
Plast picked up
S-M.L
H.O A Approval
Plans resubmitted
Grading
INt ROUSE'-
'`' Review, ready for correctionsrissac
Developer Impact Fee
Planning Approval
Called Contact Pelson
A y P P
Pub. Wks. Appr '
Date of permit issue
School Fees
Total Permit Fees
Griffin Ranch -Wall Summary (Phase 2)
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Lot-Homesite
Address
Combination wall 6' with 2' Retai
457—
of
0
245—
36
81-640
MacBeth Street
_.._
37
81-620 t/
MacBeth Street
3-7
118
81-035
MacBeth Street
• C.�`j
278
81-055 v
Giacomo Way
t pq
279
81-035 V
Giacomo Way
f'q
289
54-010 ✓
Cananero Circle
O�
50
54 -71St/
Sea Hero Circle
0
54-665 '
Sea Hero Circle
o6l
2
54-615
Sea Hero Circle
b�
253
54-565 ✓ Sea Fiero Circle
r &
53
S4-550
Sea Hero Circle
�0�1
264
54-600
Sea Hero Circle
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Wail Type
6'0" Garden Wall (LF)
Combination wall 6' with 2' Retai
457—
of
0
245—
Q..-,..,.,....._
235--
_.._
.
0
125 ✓
0
33.v
0
139 v
0
4491-:1
0
120
0
41 ✓
0
227
0
116
0
212
0
(LF
l X77
f7,k,
1-7L
r
(0�.-71
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