BWFE2017-0222haw
78-495 CALLE TAMPICO Q�i D
LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2017-0222
Property Address: 81280 THUNDER GULCH WY.
APN: 767790069 J2017
Application Description: GRIFFIN RANCH /BLOCK WALL L T 23Property Zoning:Application Valuation: $1,000.00
.CLC 1
Applicant:
LENNAR HOMES -SHELLY JORDAN CITYOFLAQUINTA
980 MONTECITO DR STE 300 CONAL'NITYDEVELOPMcNTDEPAIiTklE T
CORONA, CA 92879
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 7000) of Division 3 of the Business.and Professions Code,
and my License is in full force and effect.
License Class:License No.: AEC674
_
Date: Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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
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 Name:
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/20/2017
Owner:
LENNAR HOMES OF CALIFORNIA INC
25 ENTERPRISE
ATTN GOREEN 14UELLER
ALISO VIEJO, CA 92656
Contractor:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 92£79
(951)817-3526
Llc. No.: AEC674
WORKER'S COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one cf the following declarations:
I have and will maintain a certifica-e 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 insuran-e carrier and polity 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 sc as to become subject to the workers'
compensation laws of California, and agree tl-at, if I should become subject to the
workers' compensation provisions of Section .4700 of the Labor Code, I shall forthwith
comply with those/provisions.
Date: / ~( Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,'
AND SHALL SUBJECT AN EMPLOYER TO CRIMI NAL 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.
APPLICANT ACKNCWLEDGEMENT
IMPORTANT: Application is hereby made to tloe Building Official for a permit subject to
the conditions and restrictions set forth on the application.
1. Each person upon whose behalf this appl cation is made, each person at whose
request and for whose benefit work is perforned under or pursuant to any permit
issued as a result of this application , the own ?r, 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 appl"cation becomes null and void if work is
not commenced within 180 days from date o1 issuance -of such permit, or cessation of
work for 180 days will subject permit to canc911ation.
I certify that I have read this application and sate 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 city to enter upon the
above-mentioned property for inspection punoses.
Date: )L '-` . Signature (Applican: or Agent)
P
Application Number: BWFE2017-0222
Property Address: 81280 THUNDER GULCH WY
APN: 767790069
Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 230
Property Zoning:
Application Valuation: $1,000.00
Date: 11/20/2017
Owner:
LENNAR HOMES�OF CALIFORNIA INC
25 ENTERPRISE
ATTN GOREEN MUELLER
ALISO VIEJO, CA 32656
Applicant: Contractor:
LENNAR HOMES -SHELLY JORDAN LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE.300 980 MONTECITO'DR STE 300
CORONA, CA 92879 CORONA, CA 92E79
(951)817-3526
LIc. No.: AEC674
--------------------------------- ------------------------------------------------------
Detail: 180 LF OF 5' RETAINING WALL (PROTO TYPE II SPECIFICATIONS) PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND ANY FENCING SHALL BE LANDSCAPED, .
HAVE A SUITABLE PERMANENT IRRIGATION SYSTEM, AND BE CONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. PER 2016 CALIFORNIA BUILDING
CODES.
Q
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY AMOUNT
RETAINING/COMBINATION WALL EA 50LF
101-0000-42400
0 $62.40
DESCRIPTION
ACCOUNT
QTY AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0 $31.20
DESCRIPTION.
ACCOUNT
QTY' AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000742404
0 $52.01
DESCRIPTION
ACCOUNT
QTY AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0 $65.02
Total Paid for BLOCK WALL: $210.63
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSA5 SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total -Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
I
Q
:BASIS FOf� 0ES(GN :FUN%TJ0�1
CONFORMING TO ASTM C33. 1.
HOLLOW NORMAL WEIGHT, :LOAD BEARING PRECISION
CONCRETE MASONRY UN1TS.,(CMU)) SHALL CONFORM
ftEl FO INBCO T '
L BUILDING CODE; CALIFORNIA BUILDING CODE 2016. 1.
SITE, PREPARODO .AND GRADING REQUIREMENTS.
FROM THE GEOTECHNICALREPORT AND ANY
4.
REFER TO LAP SCHEDULE FOR MINIMUM O.C.
SPACING LAP •SI''LICE" LENGI)IS IN .CONCRETE AND
2, SOIL PARAMETERS . ,
ADDENDA ALONG V!// ANY', TESTS,. INSPECTIONS;.
FIELD. OBSERVATIONS OR APPROVAL FROM THE.
BE'PLACED IN RUNNING BOND CONSTRUCTION; UNO
MASONRYr AND' HOOK' LE14CRIS: NO WELDING (.TACK,
SPOT.ETC) OF 9EJNFORCING ALLOWED STAGGER'
ACTIVE. PRESSURE 30:PCF
SOILWEIGHT. 120 PCF
GEOTECHNICAL ENGINEER RECOMMENDED BY THE
W/ ALL VERTICAi CELLS•IN ALIGNMENT.
SPLICES A MINIMUM O1 (1) IAP LENGTH
SOIL: BEARING; PRESSURE; ,1500 PSF.
PASSIVE" PRESSURE 150 PCF
GEOTECHNICAL REPORT SHALL BE z COMPLETED PRIOR
TO CON5TRUCRON.OF FOUNDATIONS, IF: NO
S.
ALL REINFORCEMENT SK41 BE BENT. COLD. ,N0
FRICTION COEFFICIENT ....:
GEOTECHNICAL. REPORT IS SUBMITTED, -SITE
GROUT COMPRESSIVE "STRENGTH EQUALS OR., .:
FIELD BENDING. OF BARS IS ALLOYIED .UNLESS.
............0;25
'
PREPARATION AND GRADING SHALL:BE PER'CBC
'
EXCEEDS FM BUT NOT LESS THAN 2000 PSI. HOLD
APPROVED BY THE ENGINEER.
3 SEISMIC DESIGN:
SS(02;SEC.OND 2 25.0.
SECTION 1804 •
AND V//IN THC.
6.
SUPPORT REINFORCEMENT "ADEQUATELY TO SECURE
REINFORCEMENT AGAINST "DISPLACEMENT OURINa
SSdesign(0:2 S�CORD)" 1 B00 7.
IN THE TIME OF CONSTRUCTION
LIFETIME OF THE WALL, THE 'OWNER MUST ";ENSURE
GROUT lIFTJOINTS.
CONCRETE PLACEMENT IN THE FOOTING AND "GROUT
Si(1.O.SECONO) 0 Ti00
51TE CLASS.: ..D
THAT ALL SURFICIAL DRAINAGE IS DIRECTED AWAY
MORTAR'SHALL,CONFORM :TO ASTM C270 & CBC
PLACEMENT IN.THE CMU
SDS SHORT PERIOD .... 1 200
SOl( -SECOND PER�00j. 0600'
FROM THE WALL,SYSTEM
7i.
PROVIDE VERTICAL REINFORCING BARS' 4Yl 1100KS
SEISMIC,DESIGN CATEGORY ....... ..0. 3.
'FOUNDATION INSPECTION PRIOR TO PLACEMENT OF
CONCRETE INCLUDES: ;FOOT ING.STEEL. LOCATION "AT
MIN OF 4 . HOURS OLD PRIOR TO INITIAL
INTO. FOOTING PER APPLICABLE`DETAIL S CTION, IN
GROUTED CELLS AT ALL WALL INTERSECTIONS,
4. WIND:DESIGN: .
GRADE,.AND S12E//DEPTH AND "CLEANLINESS OF
TENSIONING._
CORNERS, WALL ENDS; :AND EACH SIDE OF
CONTROL JOINTS. EXTEND ALL.VERTICAL...
WINO SPEED.. ........ 1T0. MRH
FOUNDATION, ADDITIONAL -SPECIAL INSPECTION AS
NET,AREA ':COMpRESSNE STRENGTH Of MASONRY
RISK CATEGORY I"
REQUIRED BY'JURISOICQN.,
SHALL BE (f M) 2000 PSI MIN PER THE UNIT
RONFORCING'TO FOUNDATION EITHER "CONTINUOUS
PRESSURE COEFFICIENT (U) 1.4
ACCORDANCE W/ "RECOMMENDATIONS BY .THE
STRENGTH . ET m FOR. POST TENSIONED MASONRY
DESIGN: AND 1500 PSI'MIN, PER THE UNIT
OR11TH SUFFICIENT LAP":REQUIREMENTS,.AS
,EXTERIOR
WIND EXPOSURE ..... , .....":C. 4.
FOOTING SHALL BE LEVEL. STEP FOOTING; AS
-STRENGTH METHOD, FOR CONVENTIONAL MASONRY
INDICATED PER: APPLICABLE DETAIL" SECTIONS.
REQ'D, WHERE GROUND SLOPES, HEIGHT OF STEP
:DESIGN,
5. FOUNDATION DESIGN AND SOIL PARAMETERS PER
SHALL. BE EQUAL TO HEIGHT' OF CMU" COURSE.,-
THICKNESS Cf CF BED :JOINTS SHALL: NOT EXCEED 6/8•
HORIZONTAL REINFORCING SWILL BE 9 GAGE.
MINIMUM RECOMMENDATIONS OF APPLICABLE
BUILDING CODE. CLASS OF SOIL ON SITE IS
CONCRETE
GROUT SOLID ALL CONVENTIONALLY REINFORCED
DIAMETER WIRE AND CONFORM TO ASTM A82 •
LITQDER TYPE; 9 GAGE DIAMCTER LAP JOINT
CLASSIFIED AS SW, SP GAY; OR GP: LOAD BEARING
VALUES ARE PER CBC TABLE 1806:2 1,
MINIMUM 28 DAY COMPRES51VE STRENGTH ;OF
CELLS BELOW GRADE..
R JNFORCING ONE FULL CROS5 SOU (6
MIND IAP).'t10R170NTAL J2EINf 'S BE
EQUIVALENT:
CONCRETE_�f'C) SHALL BE 2500 PSI. CONCRETE
1ASONR� CONSTRUCTION; INCLUDING¢BTJT NOT
HDT-DIPPED CALVl/wwRED OR AP.PRQVED
GENERAL REQUIREMENTS
ALIX >SHALL E ESIGNEO BY AN APPROVED .
LIMITED TO PRWARATIO,V: ERE"ON,
REINFOACEEOT INSTALLATION AND GROUT - -
LABORATORY. CONCRETE SHALL" BE.: NORMAL WEIGHT
SHALL COMPLY VlTTH CBC SECTION
CONVERONAL AASONRY'
1: 'THESE DOCUMENTS HAVE BEEN PREPARED USING,
OF'145.P.CF USING HARD' ROCK AGGREGATES
2, ENGINEER. SHALL NOT. AT ANY TIME SUPERVISE;
DIRECT OR HAVES
, CONTROL CONTRACTOR
WORK,, NOR SHALL ENGINEER: HAVE AUTHORITY'. OVER
OR RESPONSIBILITY, FOR THE MEANS, METHODS,
TECHNIQUES, SEQUENCES, OR PROCEDURES .OF
CONSTRUCTION' "SELECTED 'OR USED BY
CONTRACTOR, FOR SECURITY: OR, SAFETY AT :THE
SITE NOR FOR SAFETY PRECAUTIONS MD
PROGRAMS INCIDENT TO CONTRACTORS. WORK.
3. ALL INSPECTION& REQUIRED :BY THE LOCAL BUILDING,
DEPARTMENTS AND BUILDING, CODES:SHALL. BE,
PROVIDED BY THE BUILDING .DEPARTMENT.
4. ,PROVIDE SPECIAL. INSPECTION AS REQUIRED ON
•PLANS AS REQUIRED Bt THE -BUILDING DEPARTMENT.
REFERENCE IS MADE TO VARIOUS'TEST
DS FOR MATERIALS, SUCH REFERENCE
E THE,LATEST EDITION OR ADDENDA:
G WALLS SHALL NOT BE. SURCHARGED; OR
Q .rHUNmRt;f%..rAbC' Ur, aLltu"1110
OTHERWISE BY APPROVED GEOTE
:la
PLAN CHEEK • 03-07-17
REV 1, DESCRIPTION 'DATE`
RIMRO.CKE�ERIN13
H 9030 W. CHEYENNE AVE., STE 210
`x LAS VEGAS, NV. 89129 ;
PH:702-0385311
PROTO-II WALL
-v '•r; L
2. LATEST ACI DEMUNG; MANUAL, A 316 ANWO
Z O CONS` nUC i
MANUAL OF. STANDARD PRACTTGE LY. TO..
REINFORCEMENT SPLICING DETAIL N_h MNG, AND AL:
PLACEMENT.
3. REFER TO TYPICAL WALL INTERSECTION ME [-FORS
REINFORCING REQUIREMENTS AT WALL ANO FOOTING
INTERSECTIONS
WIND EXPOSURE C AT 110 MPH
LA.QUINTA, CA, .
GENERAL,STRUCTURALNOTES
PROTO-16. WALL SYSTEMS
Y BE INSTALLED BY APPROVED
"I®
No.:
,2
MgLA ` �2
o y Iz
No. C69616
EXP: 6/30/18
CIV1� \Q•;
�rFOF ' At`�o��
�.. C
CONFORMING TO ASTM C33. 1.
HOLLOW NORMAL WEIGHT, :LOAD BEARING PRECISION
CONCRETE MASONRY UN1TS.,(CMU)) SHALL CONFORM
2.
MAXIMUM SLUMP SHAH BE S:INCHES,.WATER SHALL
BE CLEAN AND POTABLE.:'OF
TO ASTM C:90. MINIMUM COMPRESSIVE STRENGTH
CMU SHALL BE 2000 PSI: ALL BIQCKS--SHa-
BE'PLACED IN RUNNING BOND CONSTRUCTION; UNO
I
USE .TYPE ,V PORTLAND CEMENT, AS REQ'O. BY
W/ ALL VERTICAi CELLS•IN ALIGNMENT.
OWNER JURISDICTION, OR.SOILS ENGINEER,
CONFORMING."TO ASTM C150'• 2..
GROUT SHALL CONFORM TO:ASTM C476 -.MINIMUM
GROUT COMPRESSIVE "STRENGTH EQUALS OR., .:
4.
A MAXIMUM OF, 90 MINUTES MAY ELAPSE BETIVEEN
EXCEEDS FM BUT NOT LESS THAN 2000 PSI. HOLD
CONCRETE AND/OR GROUT BATCHING AND. FIELD
DOWWGROUf'1-1/2" BELOW TOP OF BLOCK AT
PLACEMENT..
GROUT lIFTJOINTS.
S.
CONCRETE QUALITY, MIXING; WEATHER PROTECTION 3.:
MORTAR'SHALL,CONFORM :TO ASTM C270 & CBC
AND. PLACING SHALL CONFORM TO COC'SECTION:
2103, TYPE S;_2000".PSI. MIN. MORTAR MUST BE A
1905.
MIN OF 4 . HOURS OLD PRIOR TO INITIAL
TENSIONING._
B-�CKFJL� 4.
NET,AREA ':COMpRESSNE STRENGTH Of MASONRY
1.
BACKFILL MATERIAL: AND PLACEMENT SHALL BE IN
SHALL BE (f M) 2000 PSI MIN PER THE UNIT
ACCORDANCE W/ "RECOMMENDATIONS BY .THE
STRENGTH . ET m FOR. POST TENSIONED MASONRY
DESIGN: AND 1500 PSI'MIN, PER THE UNIT
GEOTECHMCAL ENGINEER OR ;CBC SECTION 1804 IF
GEOTECHNICAL R.EPORT'NOT SUBMITTED,
-STRENGTH METHOD, FOR CONVENTIONAL MASONRY
:DESIGN,
2.
BACKFILL: SHALL NOT BE PLACED AGAINST VIALLS .
BELMV. GRADE, OR `ATOP FOUNDATIONS. UNTIL :GROUT -5.
THICKNESS Cf CF BED :JOINTS SHALL: NOT EXCEED 6/8•
AND CONCRETE HAVE REACHED DESIGN STRENGTH.
6
GROUT SOLID ALL CONVENTIONALLY REINFORCED
3.
RETAINING WALL SYSTEM,IS`NOT DESIGNED TO
CELLS BELOW GRADE..
WITHSTAND HYDROSTATIC PRESSURE. DRAINAGE
SYSTEM.SHALL BE PROVIDED TO PREVENT BUILD UP -7
1ASONR� CONSTRUCTION; INCLUDING¢BTJT NOT
OP,:yYOROSTATIC. PRESSURE -AN ADDITION, DRAINAGE
SYSTT}1 5E41LL NOT.AOVERSELY AFFECT THE
LIMITED TO PRWARATIO,V: ERE"ON,
REINFOACEEOT INSTALLATION AND GROUT - -
INfEGRRY OF TILE RLYNNING
SHALL COMPLY VlTTH CBC SECTION
-e •• 2104; AN0_W/. ACI 5301.
.REINFORCING �1 V t l
0 N CON ACT 1Y/ SOIL PER:
OEM",.
I.:
REINFORCING STEEL SHALL CONFO T IELO�n�G &
'
A615 "WELDABLE °REINFORCI1NNG_ W L NAL .
CONFORM TO ASIT,I VO REINEQ ING SHAI!i{i jV��k1U Y BE USED AT:FENCE.
-v '•r; L
2. LATEST ACI DEMUNG; MANUAL, A 316 ANWO
Z O CONS` nUC i
MANUAL OF. STANDARD PRACTTGE LY. TO..
REINFORCEMENT SPLICING DETAIL N_h MNG, AND AL:
PLACEMENT.
3. REFER TO TYPICAL WALL INTERSECTION ME [-FORS
REINFORCING REQUIREMENTS AT WALL ANO FOOTING
INTERSECTIONS
WIND EXPOSURE C AT 110 MPH
LA.QUINTA, CA, .
GENERAL,STRUCTURALNOTES
PROTO-16. WALL SYSTEMS
Y BE INSTALLED BY APPROVED
"I®
No.:
,2
MgLA ` �2
o y Iz
No. C69616
EXP: 6/30/18
CIV1� \Q•;
�rFOF ' At`�o��
�.. C
NS
ON
STANDARDdeRNA16
�AIMERIC�AN
V12'MIN INTO*COUPLER. 1/2", NUTS ARE TO BE
R R ADE 8, PER ASTM A325. 1/2ALL, THREADS PER
ASTM A307, GRADE 60: OTI IS MFR'D ASTM F959;
PLASTIC REBAR.'.SADDLES ARE NON-STRUCTURAL.
2.. .PROVIDE CONT FULL HEMHT.RODS W1 MIN OF. ,3".
:CONCRETE IINSTffTUTFE.
L*',HOOK W 1(12" NUT AT ENO TENSION ROD
'APPLICABLE SECTION 'AND
AMERICAN INSTITUTE OF
IMO F0011NG RDETAIL
AT CONTROL JOINTS:PER.fyp DETAIL. AT
STEEL -CONSTRUCTION
CONTRACTOWS OPTION -RODS MAYBE STABBED INTO
AMERICAN NATIONAL STANDARDS INSTITUTE
WE-VCONCRETE OR.TIED 'INTO MACE.
ARCHITECT ARCHITECTURAL PLANS
3. IN U(U: OF FULL-HEIG.Hj fIODS. CONTRACTOR MAY
ALTERNATV
USE SHORTER 1 2 COUPLERS AND
AMERICAN.SOCIETY FOR TESTING
STRAIGHT RODS THREA ED,BOTH ENDS FOR
AND UATE'RIAL
-ADDITIONAL LIFTS. NO COUPLERS MAY OCCUR
CALJFORNIA.BUILDING CODE
DIRECTLY -BELOW AND IN CONTACT W/ETHE.BFARING
CENTERLINE
PLATE. No BOND :BEAM BLOCK MAY USED AT;
CLEAR
LOCATION.
CONCRETE MASONRY UNIT
4.' A PROtO 1I'DTI `SHALL BE, NSTALLED AT EVERY.,
CONCRETE.
TENSION ROD BETWEEN THE -BEARING PLATE AND
NUT WK THE DTI 'TABS!. FACING -AGAINST-THE
CONTINUOUS
-UP
THE SPECIAL DEPUTY
DIAMETER
F THE NUT.
'TTOM OF
BO
REOUIREDAT TIN&OF FINAL
INSPECTIONTENSIONINGBY DEPUTY INSPECTOR. SHALL VERIFY,
DIRECT TENSION INDICATOR
EN ION N A
RNAI '-rf:tJ-.IrMNC TO *6006 LBS BY 1 OF 2 ' *
NS
ON
STANDARDdeRNA16
�AIMERIC�AN
ACI
:CONCRETE IINSTffTUTFE.
RISC
AMERICAN INSTITUTE OF
STEEL -CONSTRUCTION
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
ARCH
ARCHITECT ARCHITECTURAL PLANS
ALT
ALTERNATV
ASTIR
AMERICAN.SOCIETY FOR TESTING
. I
AND UATE'RIAL
tec
CALJFORNIA.BUILDING CODE
CL
CENTERLINE
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
CONC.
CONCRETE.
CONT
CONTINUOUS
DIA OR 0
DIAMETER
D11
DIRECT TENSION INDICATOR
EQ
EQUAL
tw
EACH WAY
FT
FOOT
FTG
FOOTING
GSN
GENERAL STRUCTURAL NOTES:
HORIZ
HORIZONTAL
ICC
INTERNATIONAL CODE COUNCIL
IN
INCH
INFO
INFORMATION
K
KIP (1000 LBS)
KSI
KIPS TER SOLIAREANICH
LOS
POUNDS
MFR
MANUFACTURER:
MAX
MAXIMUM
MIN
MINIMUM
MISC
MISCELLANEOUS
NTS
NOT TO SCALE
O.C.
ON -CENTER
PLP
POUNDS - PER.LINEAR. FOOT
PSF
POUNDS ER -SQUARE FT
P
SQUARE IN.
PSI
POUNDS PER CAH
REINFREINFORCING
'
REVD.
REQUIRED
Sim
SIMILAR . .
-SPEC
SPECIFICATION
SCI
SQUARE.
STD
STANDARD
T&B
TOP AND BOTTOM
THK
THIC;KMCK
TRANS
TRA ENESS
TYP
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VEIT
VERTICAL.
WITH ,
WITHOUT
z 5.1 VEPTI A CONTROL JOINITS-10 BE PLACED,AT MAX'
.36 LO O,C: IN ALL NON -STUCCOED. WALLS AND
20'-0" O.C. IN STUCCOED WALLS W/ .CLEAN
VERTICAL �BREAK OF Ali MATERIALS,
0
6.
CONCRETE AT FOOTING SHALL.BE A MIN OF .48
HOURS OLD; CMU BLOCK SHALL BE A MIN OF,
7
DAYS OLD" & MORTAR. SHALL BE A :MIN. OF 24 HRS
OLD PRIOR TO FINAL TENSIONING.;
IL A
FETY DE -P7-
0 V
79.rul Qc1vs7fRuc1
TION
_N
SEAL
ot:
1.
I. isI
PROJECj' STANDARDPEANS.
-11OMPH
WIND EXPOSURE C AT
L '00INTA, CA. M.
A
:PLAN CHECK 9"7717, 7r(L . E: C
No. 669616
REV DES?�AlftldW' DATE GENERAL STRUCTURAL NOTES (CONT)
PROTO-16WALL SYSTEMSDATE 02-0617 IV.
KENSINEERINS 418616 CASCADES COURT ATrN: GARY OTTO
RIMROO I
TEMECULA, CA 92591 PH4�951)694-3793
9030 W. CHEYENNE AVE., STE 2`10 V0
CAL
LASVE AIW69129 VPNW.PR0TQ2;C0M gaty4i qppfqto1I.00M
PH , "T, 7454870.6$ 401,467
12 BZ31 f U.B. PATENTED k794,92% 150'4317876718845368.832040 ., ,; ,,
EQ:2�07-
PROTO-1 I WALL sys-rEms WAY ONLY b tf. It4StALthO BY APPROVED AND CERTIFIED INSTALLeRS
'6
�,[ .
YPE I
EY 0 g
NOTES
1. HOOK LENGTH:INCLUOES BEND
A. CONCRETE IAP LENGTHS BASED
RADIUS AND EXTENSION
ON ACI 318-11; SECTION. 12:2.3
LAP •FOR:70P
WITH CLASS B IAP SPLICE PER
2. TOP BARS ARE TRANSVERSE TOP
12.15 FOR NORMAL WEIGHT
BARS. SO PLACED THAT 12" OR
CONCRETE AND UNCOATED BARS
LORE
OF FRESH CONCRETE, IS
B. HOW :BENT REINF PER
CAST IN MEMBER BELOW 'SPLICE
D. MASONRY LAP LENGTHS PER CBC
PLAN
SECTION 2107 & 2108
@4
C,. LAP LENGTHS. BASED OFF OF
f T
ALLOWABLE STRESS OF
2'-2"
REINFORCING -OF FY=60 KSI
m TYPICAL REINFORCING LAP SCHEDULE,. ...
T NO SCALE
lK PT ROD i"-0'
« C MAX- MAX I A INC
W
,P..LAN. _—.. TYPICAL PR(
5 TPP: ,NO• SCALE
�a
3
0
12 PRO
I u
m PLAN CHECK 034V-17
� 7m
REVS DESCRIPTION DATE
11 o RIMROCK'ESV�_IM£Ef:I1JG
9030 W. CHEYENNE AVE „STE210
LAS VEGAS NV89T29.
iE PH: 702-83845311
PR0TO-11 WALL.SYSTEN
MAY
KEYNOTES
GONCRETE:(F'G--2500 PSI)
MASONRY
(F'M=1500 PSI)
BAR
HOOK
_
LAP •FOR:70P
OIFF NT ELEVATIONS
PROVIDE BENT .REINF `ISER
SIZE
LENGTH
LAP
OARS
.2
LAP
B. HOW :BENT REINF PER
3. `VERT WAIL REINF PER:
THIS,DETAIL NOT REQUIRED
PLAN
AT.FENCE WALL HORIZ,
@4
7Y"
f T
2'-1'
2'-2"
WALLS
C, PROVIDE HO 7 BEM` REINF
PER NOTE< 2 AT FOOTING
m TYPICAL REINFORCING LAP SCHEDULE,. ...
T NO SCALE
lK PT ROD i"-0'
« C MAX- MAX I A INC
W
,P..LAN. _—.. TYPICAL PR(
5 TPP: ,NO• SCALE
�a
3
0
12 PRO
I u
m PLAN CHECK 034V-17
� 7m
REVS DESCRIPTION DATE
11 o RIMROCK'ESV�_IM£Ef:I1JG
9030 W. CHEYENNE AVE „STE210
LAS VEGAS NV89T29.
iE PH: 702-83845311
PR0TO-11 WALL.SYSTEN
MAY
KEYNOTES
NOTES
1: CORNER.BARS'TO MATCH.
A, .1YHER H YALL REINF
SIZE AND SPACE OF
PER I NOTE OCCURS :AT
HORIZ REINF 1N. WALL
OIFF NT ELEVATIONS
PROVIDE BENT .REINF `ISER
2: 'LAP LENGTH PER TYPICAL
NOTE t02, AT EA HORIZ"BAI
REINF LAP SCHEDULE
B. HOW :BENT REINF PER
3. `VERT WAIL REINF PER:
THIS,DETAIL NOT REQUIRED
PLAN
AT.FENCE WALL HORIZ,
.REINF, INCLUDING FENCE
WALLS ATOP RETAINING
WALLS
C, PROVIDE HO 7 BEM` REINF
PER NOTE< 2 AT FOOTING
INTERSECTIO SIMILAR TO':
xEYNoiEs
1 2" D(PANSION JOINT OR END
1.
OF WALL:, AS OCCURS
2. TYPICAL SPALL PT ROD EACH
SSIDE OF JG
O1N
3• t]7BEDDEVERT D 6" MIM .INTO FSTO OOOK
OTING.
SOLID. GROUT. REINF CELL Y/
.GROUT OR 8" MAX: HIGH M RTAR
LIFTS
im
AVERTICAL EXPANSION JOINTS AT .
SPACING PER GSN
8. 'TYPE I" OR "TYPE'. lQ4AY BE,
USED AT CONTRACTOR'S OPTION,
UNO
C, HORIZONTAL REINF SHALL NOT
RUN :CONT THROUGH119WNT
PROTO II STANDARD PLANS
WIND EXPOSURE C AT 110 MPH
LA QUINTA, CA.
TYP DETAILS
PROTO=111M WALL SYSTEMS
D BY APPROVED
02-06.17
VO.: STD
SOA
KEYNOTES.
1, TRANS TOP REINF PER PLAN
2. CONT REINF PER PLAN
BAR ..: • ^...® -
#4
15
-<D•
%-0
NL TRANS TOP REINF
T N.0-1OE FTGS_ .
6/0N�\
No. C69616'
EXP. :6/30/18.;-.:
,• F.pF .CA1-1F��
03-0717
'li,
POST TENSION. ROD
i
NUT
1.
ON,
bt§dAl0pfi0h
:4.
REARING 100 PLATE
5.
dOLLAPtl.8L'E, TW
-6.
>MIN TENSIONTOBE 6,00018S LOAD
PROTO-11
'AND CONFIRMED BY ONE OF TWO
:METHODS PER NOTES '11' AND'C"
BELOIV
PIAN VI 1.
AFTER;'TENS16NA§PECTION, 'P'LACE
-MORTAR MOUND OVER'THE THE TOP, OF
ROD/PLATE/NUT: I LOCATION. BLOCK
CAP BLOCK,
CONTINUOUS ;HORIZONTAL JOINT
4.
REINFORCING PER GSN
10.
O.
-CENTER VIEO OR END FACE SHELL BELOW
11,
STEEL PLATE SIZES:
X. 4" PROTO
B.- 4` SLUMP:PR01O Ih
C::6 PROTO-11: If 64-1 !'A
.0
E. V PROTO-41: )(44
nX SECTION
STEEL PLATE, TO 0 PLAC AT TILE'
EDGE OF THE CU. SO' THAT THE PLATE
BEARS FULLY ON THREE SIDES
1.2.
66,00T USE BOND BEAM.BLOCK'AT
BEARING 'PLATE' LOCATIONS:
A
slt4; A
PAbTO-IJ DTIBE USED AT.* EACH
1.2
,TO
TENSION •ROD� TABS FACING UP AGAINST
BOTTOM OF 1/2NUT ANDJABS .
COLLAPSED TO ACHIEVE TENSION. (NO
LIGHT PASSES BETWEEN BOT OF�NUT AND
DTI) .
8.
AS ALTERNATE TO' VISUAL INSPECTION OF
?
TABS INSPECTION OF NUT TORQUE MAY'
TABS,
BE BY USE OF -CALIBRATED.
55
TORQUE WRENCH. TORQUE NUTS, TO ' -55
FT -LBS. DTI STILL MUST:BE PLACED -ON
ROD IS USING TORQUE WRENCH METHOD,
,SEE qSN FOR AIDD.'.L INFO
C;.
DEPUTY.WSPECMR SHALL PERFORM.A..
11 iO
VISUAL INSPECTION. TQCONFIRM THE PTI
IS COLLAPSED, %%4,,SNO LIGHT LEAKS*
BETWEEN THE T AND:BOTTOM OF NUT
INSTALLER MUST HAVE SPECIAL
'INSPECTION OF TENSIONING PERFORMED
'PERFORMEDBY ONE QF THE TWD V0
METHODS NOTED ABOVE SPECIAL'
PLAN
INSPECTOR A -C PLETED.
TOSPROVIDE
"
REPORT JORATjDp%IESEtNOTE 4
UNDER:GENELREQUIREMEFSOF GSNY
i
TYPICAL AL JOP. OFT'ROTO .11 WALL
ln�P
J NO SCALE
.PROJECT:
LTInTL6:
TYP DETAILS
f PI0T0-,lITm'WALL SYSTEMS
I 'MIN REINFORFINICING EXCEPT SHED BEND.,DLA STIRRUPS FOR Arl A, -d-
0
AND TIES PER THE FOLLOIVING.-, B.ALL REINF SHALL;BE'
6T FOR BAND SMALLER BENT UNO ON
8 :PLANS OR DETAILS
12 -f -FOR #14, AND:918
C.: IREINF PARTIALLY..
2. G'd" FOR.#5 AND SMALLER EMBEDDED:IN CONCRETE
12'V� FOR #0 THROUGH .#a SHALL NOT BE FIELD:
BENT 'UNO OWPLANS OR
,l MIN FINISHED BEND 'OiA,FOR DETAILS
STIRRUPS AND TIES ONLY'
41'dFOR5 AND SMALLER
6"d" FOR 16 THRU 18''
cq
A2
STIRRUP _AND TIF _HOOKS 48ET BAR
F(J). To
2
LON
ALL OTHER REINFORCIN .
/67TYPICAL BEND IN REINFORCING
M/ NO::SCALE
Y,
OF LJIA-i�lNT,
A
&'6AF
V 0
TY D :-D
cc),,Vs E
f TnocTJON.
..SEAL:
,RV.@F.Es.
..
PLAN
10 MPH
No. C69616
EXP.• 6/30/16
PR
EET 'OF CA01
07-47 V
W ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
RIMROCKENSINEE
;0630W,CHEYENNE AvE..s
LAS VEGAS, NV 89`129
PH.702 -83&5311
PLAN CHECK 03 -07 -if
REVA
bt§dAl0pfi0h
.PROJECT:
LTInTL6:
TYP DETAILS
f PI0T0-,lITm'WALL SYSTEMS
I 'MIN REINFORFINICING EXCEPT SHED BEND.,DLA STIRRUPS FOR Arl A, -d-
0
AND TIES PER THE FOLLOIVING.-, B.ALL REINF SHALL;BE'
6T FOR BAND SMALLER BENT UNO ON
8 :PLANS OR DETAILS
12 -f -FOR #14, AND:918
C.: IREINF PARTIALLY..
2. G'd" FOR.#5 AND SMALLER EMBEDDED:IN CONCRETE
12'V� FOR #0 THROUGH .#a SHALL NOT BE FIELD:
BENT 'UNO OWPLANS OR
,l MIN FINISHED BEND 'OiA,FOR DETAILS
STIRRUPS AND TIES ONLY'
41'dFOR5 AND SMALLER
6"d" FOR 16 THRU 18''
cq
A2
STIRRUP _AND TIF _HOOKS 48ET BAR
F(J). To
2
LON
ALL OTHER REINFORCIN .
/67TYPICAL BEND IN REINFORCING
M/ NO::SCALE
Y,
OF LJIA-i�lNT,
A
&'6AF
V 0
TY D :-D
cc),,Vs E
f TnocTJON.
..SEAL:
,RV.@F.Es.
..
PLAN
10 MPH
No. C69616
EXP.• 6/30/16
PR
EET 'OF CA01
07-47 V
W ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
RIMROCKENSINEE
;0630W,CHEYENNE AvE..s
LAS VEGAS, NV 89`129
PH.702 -83&5311
.PROJECT:
LTInTL6:
TYP DETAILS
f PI0T0-,lITm'WALL SYSTEMS
I 'MIN REINFORFINICING EXCEPT SHED BEND.,DLA STIRRUPS FOR Arl A, -d-
0
AND TIES PER THE FOLLOIVING.-, B.ALL REINF SHALL;BE'
6T FOR BAND SMALLER BENT UNO ON
8 :PLANS OR DETAILS
12 -f -FOR #14, AND:918
C.: IREINF PARTIALLY..
2. G'd" FOR.#5 AND SMALLER EMBEDDED:IN CONCRETE
12'V� FOR #0 THROUGH .#a SHALL NOT BE FIELD:
BENT 'UNO OWPLANS OR
,l MIN FINISHED BEND 'OiA,FOR DETAILS
STIRRUPS AND TIES ONLY'
41'dFOR5 AND SMALLER
6"d" FOR 16 THRU 18''
cq
A2
STIRRUP _AND TIF _HOOKS 48ET BAR
F(J). To
2
LON
ALL OTHER REINFORCIN .
/67TYPICAL BEND IN REINFORCING
M/ NO::SCALE
Y,
OF LJIA-i�lNT,
A
&'6AF
V 0
TY D :-D
cc),,Vs E
f TnocTJON.
..SEAL:
,RV.@F.Es.
..
PLAN
10 MPH
No. C69616
EXP.• 6/30/16
PR
EET 'OF CA01
07-47 V
W ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
HEIGHT
WIDTH
VOCK
VVDITH
DEPTH
q4 ad
lIq 'FTC
8." tMU
IN BOND BEAL..
PROTO'll STANDARD PLANS
WIND EXPQSURE: CAT 110 MPH
DE�6111P'flbf� DATE� TITLE: TYPICAL DETAILS
PROTQ4'61WALL, SYSTEMS
RIM R.O.CKEI'J�15 I.N 9:Er, I.N C3 4,1800 CASCADES COURT ATTN: GARY OTTO
Z9030 VV. 4�HEYFNNE -`AVE.. S 'TEAAECULA,CA.19259f P149 (SIS 1) 694-3793
PH: 70-1330-5311 0XJZ.PATfW ED 6�MkLD�iei 454 1,40C J
�
'�e,�a�v��v� v�a1�Q>
Nbl-L
LEGEND
PROPERTY LINE
PUBLIC UTILITY EASEMENT
RIGHT—OF—WAY (R/W)
WATER MAIN
—s— SEWER
R MAIN
GARDEN WALL
- - - - - - - - RETAINING WALL
—7yor ----------------- TOP OF SLOPE
a
loc TOE OF SLOPE
Q.
Z AIR CONDITIONING PAD
Q. CONCRETE--ST�00-
SIDEYAR.b 191 TY OF LA QUINTA
FIRE HYD TfILDING & SAFETY DEPT,
13, WATER M
8 SEWER LAT . ERAARPRC)VED
FJC NSTRUCTION
LOT 240- Dov
- MT '
'I " OV
tTp f
M (484.0) 1 DATE By
Tnp
LOT 230
PLAN 70 RT
FF 478.87
PE 478.2
A—
Z
THUNDE. e. UL,a WAY
"C3 R I
:MSA CONSULTING, INC LENNAR GRIFFIN RANCH NOVEMBER 2017
Mmmis a Bo
mmomo 2 crm EMWEM" a ,LA" St�avwm
34200 . D Hops D I mw I R"wo CA 92270 TRACT NO. 32879
ID 'Mamom (760) 320"U 0 FAX X760}78'3 - LOT AREA
LOT 230 - 81-280 Thunder Gulch. Way 26,436 SF
LENNAR LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA
980 MONTECITO DRIVE
CORONA, CA 92879 SCALE 1'=30'
(951) 817-3663
PERMIT INSPECTION HISTORY REPORT (BWFE2017-0222)
FOR CITY OF LA QUINTA
Wall / Fence 11/20/2017Application Date:Permit Type:767790069Parcel
Wall / Fence 12/14/2017Work Class:Issue Date:81280 THUNDER GULCH WY
LA QUINTA, CA 92253
Address:
Expired 12/18/2018Expiration Date:Status:Description:GRIFFIN RANCH / BLOCK WALL / LOT
230 *** 180 LF OF 5' RETAINING
WALL [PROTO TYPE II
SPECIFICATIONS] PRECISION
CONCRETE BLOCK SHALL BE
COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE
FROM OUTSIDE THE PROPERTY. THE
AREA BETWEEN THE BACK OF CURB
AND ANY FENCING SHALL BE
LANDSCAPED, HAVE A SUITABLE
PERMANENT IRRIGATION SYSTEM,
AND BE CONTINUOUSLY MAINTAINED
BY THE PROPERTY OWNER. PER
2016 CALIFORNIA BUILDING CODES.
Owner:Contractor:Applicant:LENNAR HOMES OF CALIFORNIA INC LENNAR HOMES - SHELLY JORDAN LENNAR HOMES - SHELLY JORDAN
Scheduled
Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection
Required?CompleteActual
Start Date
05/30/2018 Footing JAN:180530073444
0045
Approved Jake Fuson No Complete
NOTES Created By TEXT Created Date
Jake Fuson APPROVED PER 4'8" RETAINING DETAIL.05/30/2018
06/21/2018 Bond Beam AOR:18062107084
40026
Approved Jake Fuson No Complete
NOTES Created By TEXT Created Date
Jake Fuson TOP-OUT AT RETAINING WALL.06/21/2018
78-495 Calle Tampico Page 1 of 1October 10, 2024