BWFE2017-022178-495 CALLE TAMPICO C� 0 D �NMI�Cl/
LA'QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype: WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number: BWFE2017-0221
Property Address: 81300 THUNDER GULCH WY r� .
APN: 767790068 IJI
Application Description: GRIFFIN RANCH / BLOCK WALL iii/ W9 -
Property Zoning: 1 4 2017
Application Valuation: $1,000.00 DEC
Applicant:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 92879
CIT�f OF LP,QIlIi�TA
COW AMITY DEVELOPMENT DEPARR,04T
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%5lass: /License No.: AEC674
Date: ! 0� _1 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
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/20/2017
Owner:
LENNAR HOMES X CALIFORNIA INC
25 ENTERPRISE
ATTN GOREEN MUELLER
ALISO VIEJO, CA 92656
Contractor:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 92879
(951)817-3526
LIC. No.: AEC674
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one o; the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 370C 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 insuranc? carrier and policy number are:
Carrier: _ Policy Number:
I certify that in the performance of - he work for which this permit is issued, I
shall not employ any person in any manner so 9s 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 3 700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: 149"t y _17 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMIM4L 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 ACKNOWLEDGEMENT ' .
IMPORTANT: Application is hereby made to the. Building Official for a permit subject to
the conditions and restrictions set forth on thisapplication.
1. Each person upon whose behalf this appliotion 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 owneC 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 applic.tion becomes null and void if work is
not commenced within 180 days from date of i_suance of such permit, or cessation of
work for 180 days will subject permit to cancell•rtion.
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 representatves of this city to enter upon the
above-mentioned property for inspection purpcses.
bate: /J-14!� - 1 :2 Signature (Applicant c Agent):.,
9
Application Number: BWFE2017-0221
Property Address: 81300 THUNDER GULCH WY
APN: 767790068
Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 229
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 MONTECITG DR STE 300
CORONA, CA 92879 CORONA, CA 921579.
(951)817-3526
LIC. No.: AEC674
---------------------------------------------------------------------------------------------
Detail: 105 LF OF 5' RETAINING WALL [PROTO TYPE II SPECIFICATIONS] PRECISION CONCRETE BLOCK SHALL BE COVEREC 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.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA SOLF
101-0000-42400
0
$46.80
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-42404
0
$15.60
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$52.01
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$65.02
Total Paid for BLOCK WALL: $179.43
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS 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
TOTALS:
F
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3
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IIIIIIIIN
BASIS rOR-DESIGN FOUNCA
i. BUILDING . CODE.- CALIFORNIA BUILDING CODE 2016 1 -SITE I PREPARATION. AND GRADING RED . UIR . EM . ENT'S' 4. REFER TO IXP.:SCHEDuLE- FOR -mimmuwo.c. :�
FROM THE GEOTECHNICAL REPORT AND ANY - SPACING,, LAP. -SPLICLL[NGn IS.: IN 'CONCRETE AND
AD I DENDA ALONG TESTS; INSPECTIONS; W.0011V, 'AND: 11001('11N THS: NO YIELDING:(TACK,
.2.; 501L -PARAMETERS: THE SPOT; ETC) Of ,REINFORCING ALLOWED. STAG
ACTIVE PRESSURE ....... ........... ... 30 -PCF FIELD OBSERVATIO S, 'OR APPROVAL FROM
Sp�je& "'MjNIkfUM Or'(1). IAP.LENGTH'.
SOIL WEIGHT: 120 Pff GEOTECHNICAL ENGINEER RFCbIAMENDtD',By THE A
i500 PSF- GEOTECHNICAL REPORT SHALCEIE COMPLETED PRIOR BE OLD. . NO
IRESSURE.'.- .:... � .... ALL.R -SHALL,
:SOIL 50 ;PCF
PASSjVVlPRTGS*5P)'RE .. - � �' . .' ..1 To CONSTRUCTION Of"FOU01ATIONS. IF NO EINFORCEMENT. "BENT
FRICTION COEFFICIENT �.".: 015 CEOTICHWI. zREPORT IS SUDIATIED, SITE FIELD BENDING OFBARS,ALLOWED UNLESS,
PREPARATION GRADING. SHALL 81 PER APPROVED 'BY THE: ENGINEER.
Sbs`MIc DESIGN:- -SECTION 1804. REIN
.6. SUP REINFORCEMENT AbbOlOATlElY, TO. SECURE
-Ss 2116&461, W//IN THE TIME OF CONSTRUCTibWAND W IN THE - REIN kCEMENIT AGAINST: DISPLACEMENT DURING
CONCRETE PLACEMEN X;600 .2; THE OWNER MU ENSURE GO E ENT �Foomic AND, GROW
SE�. z 0 1800 &
_S des -g THE
SETWE OF. THE. WALL, PLACEMENT N THE CIA
'S - SECOND) EC E AWAY
S�1.0 THAT, AILL:SURFIC*L. DRAINAGE JS .DIRECT 0
C
LA
5 PERIOD) Fgqhi -THE WALL SYSTEM
S
10 1.200 7.. PROVIDE VERTICAL REINFORCING BARS W' HOOKS:
S S SH R P
.Sj)i J_SECOND
0 T VDP
ECO . E OF INTO,FO611NGt PER APPLICABLE DETAIL CTION, iv
SETS IC
DESIGN
r .3. FOUNDATION INSPECTION :.PRIOR TO PLACEMENT
FS N ,A .?4 0- CONCRETE INCLUDES: 'FOOTING STEEL LOCATION.ATGROUTED. CELLS. AT ALL_ 'NTERECT'O'%.,
4: "YAND DESIGN: GRADE AND SIZE DEPTH,441) CLEANUNESS'OF' CORNERS WALL ENDS ..AND EACH SIDE OF
FOUNDATION.. ADD tiONAL SPECIAL INSPECTION AS CONTROL JOINTS. EXTND:ALL VERTICAL
'WIND EJC pEqT. REINFORCING JO. -FOUNDATION EITHER CONTI . NUOIUS
RISK CATEGORY:. ........................... ;;:I REQUIRED I BY, JURISDICTION,
EXTERIOR � PRESSURE OR WfatsuFnCIENT'LAP REOUIMAENTS'AS'
RIND ,EXPOSURE... C 4. FOOTING SHALU B11EVEL STEP :FOOTING, AS INDICATED PER APPLICABLE DETAUS'CrTfb'NS.
REDO; -WHERE GROUND. SLOPES: HEIGHT, OF 'STEP -ORC(NG -SHALL - BE:9 GAGE.
5.irdORQATION DESIGN AND SOIL PARAMETERS PER BE EQUAL TU :HEIGHT .OF CMU, COURSE, HORIZONTAL �RDNr
MINIMUM.,RECOMMENDATIONS OF., APPLICABLE
DIAMETER **VA'RE - ANO CONFORM - TO ASTM '02
WbER;TYPF,- §_GAGE'DIAMM, NT
BUILDING CODE: CLASS OF -SOIL ON, SITE, IS:.. R , . , . . . 6.
w . � CONCRETE 6' I. -CROSS SQ44
SW,:SP GIN, OR 9P. LOAD BEAPING .146 FM
.�VAI RE PER b6C Yc' COMPRESSIVE STRENGTH "MIN IA BE..
%LUSIFIENAS.- SW TABLE 1, MINIMUM *28 0, r � of:
Cl rc. SHALL 01: 2500 PSI. CONCRETE' ':Ij6,TZDjPPED` GALVANIZED 0KAPPROVp
MI ESIMMIY'AN APPROVED
INC
*ETE"SHALL BE fj
GENERAL REQUIREMENTS LABORATORY. NORMAL WEIGHT CQWEkQNk MASONRY
1.
oF':146�POFA)SW HARD ROCK AGGREGATES.
1. THESE 0.=MENTS'.)IAYE..BEEN..PREPARED��USING -tibLLbw; uoRIAL-4qIGHT,'.LOAD, I BEARING. PRECISION
STANDARDS OF PROFESSIONAL CARE 'MO. tKILL. CONFORMING T6 ASTM C33..-'� CMU))sKu_cDNFORMl
ORDINARILY
EXERCISED UNDER SIMILAKCONDMONS - . : CONCRETE- MASONRY ANTS11 .
'BY. PRoPMONAL.CONSULTANTS .PRACTICINGAN THE 2. SLUMR SHALL BE cs. jjA*A -- SHALL TO.ASTM.C, 9O.-.-MINIMUl . STRENGTH:
146H CMIU. SHALL BE 120001 PSI. r 'BL&�KS
"6"UMM "'AVID. POTABLE 'OF ,
-SAME JELD AT -THE �SAME TIME IN THE -SAME 0. BE ALL SHISILL,
�5MILAR� LOCAM. THU. ASSUME THAT THE VIORK.BE. PLACED ' IWAUNNING BOND CONSTRUCTION UNO.
DEPICTED WILL BE, PIERFORMED':BY AN EXPERIENCED., - .3. USE'. TYPE V. PORTLAND'. CEM ENT AS REO*D BY W/ ALL VERTICAL CELLS #1 ALIGNMENT..
tOXTW'0R`.AND WORKMEN Wit 0-:1HAVE. A OWNER - JURISDICnK OR SOILS
`AS
-WORKING KNOWVIE: OF THE.'APPLICARE CODE C.NflAXING TO ASTM Cli. di6iff SHALL CONFORM TOM C416 MINIMUM..50 COR 'COMPRESSIVE: STRENGTH i OR.
STANDARDS AND. MUIREMENTS f": INDUSTRY T. LESS: THAN 2000 PSL -HOLD
ACCEPTED STANIJARD.GOOD'PROM AS'NOT. A. A MAkIWM OF SO MINUTES MAY ELAPSE. BETWEEN EXCEEDS'rM BUT N9.
E C"p -�lfl 13ELOW -TOP OF BLOCK. AT
V Co DOWN GflbUT 1
T ERY NDITION OR ELEMENT -IS *(OR CAR.,111E) CONCRETE' -AN ' D/OR GROUT BAT.CHIN.C.AND FIELD
.9 EruciTLY sHowN ON THESE, WWROGs.,:THE PLACEMENT. GROUT LIFT JOINTS.
-
CONTRACTOR SHALL USE INDUSTRY I AOCtPTED' -ASTM- 0270.CBC
WORK
9 STANDARD.GOOD PRACTICE FOR CONCRETE QUALITY; MIXINGAFATHER PROTECTION 3. MORLAR. SKU CONFORM TO
8 WORK NOT. EXPUCITLYSIHOWk AND PLACING .SHALL. CON 1103 TYPE S; 2000. PSI MIN. MORTAR MUSUBE A
FORM To CBC SECTION . 1 .1
'MIN -0F:4 017: 4 H06RS OLD. PRIOR 10 INITIAL-
.tTENSIONING
2: . ENGINEER: SHALL NOT & ANY TIME S.UlPMq_SE,'
DIRECT OR. HAVE CONTROL OVER -CONTRACTORS - 4. -NET AREA CO .- MPRE SS . iVE'STRENGIH,or. -'NASONRY
WORK -NOR-SHAUL ENGINEERf HAVE. AUM90Y dVtK. SHALL- fIt rt -20011f PSI MIN. PER 111E,11NIT,
OR.REPONSIMITY. F0R;7HE 1AEANsilmm I. ATtOIAIL AND PLACEMENT SHALL BE. IN E
NDATtONIS'8Y iET OD. FOR POST�TENSIONED MASONRY.:
TECHNIQUES, SIM.En. OR PRO O!' lAt BC SECT, HE -DESIGN -AND- 150 PSI *Mk PER.-THE"UNIT
CONSTRUCTION I)RAJSED,ey, G OR ION 180A `IF
OETHODFOR ao" MASONRY
�TH: �
CONTRACTDR; FOR SECURITY., OR: SAFETY. AT THE. GEOTECHNICAL REPORT NOT SUBVITTED. STREWN
SITE NOR FOR;:SAFETY . PRECAUTIONS I SAFETY.
AND DESIG,
o PROGRAMS � INCIDENT10 CONTRACTOIft: WORIC BACKFILL SHALL NOT BE PLACED.AGAINST WALLS'
'THICk ItSS OF BED JI)INTS SHAD NOT (XCEED)IB!
BELOW OWE OR ATOP. FOUNDATIONS UNTIL GROUT -5.
ALL'INSPECTIONS REQUIRED BY THE LOCAL BUILDING, AND :CONCRETE ',HAVE *EACkEO,.-DESIGN' :STRENGTH.
u DEPARTMENTS'AND BUILDING CODES SHALL -.BE .6_ -.GROUT SOdb:.Atl CONVE.1.00NALLY. fOIFOR.ClIb.
PROVIDED BY THE WILDING DEPARTNEW. .3. CELLS. WOW GRADE
RiTAN'ING WALL SYSTEM I§--NOT:OES6'bb TO
WITHSlAND..HMOSTA11C. PRESSURE. DRAINAGE
ED TO P.KVENT!9U 5T
n4. PROVIDE' SPECIAL INSPE&ION AS;REQUIRfD ON Syslai SHALL ap UP ,7",
1O PR PARJYDO/�1 ERECTION
1. RUCTION. (RCL LINO BUT NOT
BE'-PROVID
PLANS. AS. REQUIRED. BY _THE 'BUILDING DEPARTMENT.' 6RHYDROSTATIG.'PRESSURE..'Ahl..ARD DRAJ LIM
_LIOI�: WAGE
5: ALTHOUGH -'N OT NECESSARILY INDICATED: AT - k
SPECIFIC'LOCATION '61N *.THE- DRAvANGS. TYP DETAILS
AND NOTES SHALL.. APPLY. 'DETAILS MAY. SHOW ONLY
is ZONE SIDE OF CONNECTION. OR MAY:OMIT
:INFMMATjQNfOR. CLARITY..
WHETS 'REFERENCE IS WE TO VARIOUS. -TEST
'STANDARDSTOR'MATERIALS, SUCH REFERENCE
sHALL:,BE THE LATEST EDITION OR ADDENOk*
:AEfAINI Q. WALLS - SHALL NOT BE SURCHARGED OR.
WISE BY APPROVED GEI
:3
Ed
`PLAN6k ,
16:0
jj.EV0 DOSCRI7=
_.j
RIMIROCKEN Gl N EE'Ril
.9030.W. CHEYENNEAVE:, STS:
33 R.
LAS VEGAS, NV 89129
PH: 7.02-838-5311
�PROTO-ll
m
TITLE:
INItliNIT tk IHC KtINVI11y14 3131up.'
REI NF08QlN UFY or
I:. REINFORCING STEEL SHALL. CONTE T QING k
QN
�
LATEST Ad DETAILINO'MAINUAL-V 318
MANUAL OF STANDARD PkACTI I PPLY,..TO
im;?r.
PrFnrmrijT -qPi inmr � DETAIL NG: -BENDING. AND
-3: R&jji TO TYPICAL WALLINTERSECTloq -pEMc-rOR_l'__.
REINFORCING REQUIREMENTS. At, WALL AND. FOOTING
iNTEAsEcnoNs.
WIND EXPOWREC AT 110 MPH
'LA .QUINTA0A. -
GENERAL STRUCTURAL NOTES
ROJ.:PkIbIT616'WALL SYSTEMS T 02-06-17
No..: STD
ASCADES COURT ATTN: GARY OTTO
VDULA
CA 92591 PHK (951) 694;3793. SHEET -S ' 0;2
RO02.Com
ONLY BUNSTALLED BYAPPROVED AND CERTIFIED INSTALLERS
7�fl I
1 -
tl- N6. 1 1.2 1)
*\�-EXR 6/30/18/,*
clvl\_
L
Op C
A
007 7
7
STANDARD ABBREVIATIONS—
1,
rKVIU I
-PROTO WHARDWARE 15 DEFINED AS!: TENSION,.'RO,DS,
BEARING PLATES; COUPLERS, NUTS, :ALL THREADS.
DTI; PLASTIC SADDLES. ALL 'OF -THIS HARDWARE "*
'SHALL BE :S ' SUPPLIED ' BY ONLY AN WPIROVED-PROTO.
,11 LICENSEE'TO THE CERTIFIED• INSTALLER. POST
TENSION RODS SHALL ac. 12'
_,gym %V/.. 1,
-,ROLL, THREADS � phir-OMIRQ 'TO A.SWA641' A=60
KSI : AND HAVE, STEEL CHEMISTRY �SC THAT DING.
W * THREADING, -CAN - Q ACCOMPLISHED W/OUT
il)AWEJO THE: POST.lEfISION R6D:-'MEA OF.,
RISC :
AMOICAN'INS11TUTE OF
![NSION' R00 1503 -SO IN., BEARING.PLATES ARE'
11 .THICK- :(�=iSd KSI); SEE. DETAIL TYPICAL TOP
0/4_
F. -FOR 'NADTHS. .1 /2'. c6uPLERS
PROTO U ALL
SHALL, BE PER ASTM . A563 GRADE ;A. AND !HE
COUPLER -NUT MUST FULLY - ENGAGE.'THE: UPPER....
AND .-LOWER :1300. FULLY "'ENGAGED AS. DEFINED AS
--.'V1 2' m1h INTO 'COUPLER .-A/2" NUTS ARE TO 8E
RAOE B,' PER ASTM :A325:.1%2' ALL THREADS PER',
F9*50.
ASTM A307i:iGRADE: MFR'D. ASTM;F950.
PLASTIC ROAR' SADDLES ARE' NON=STRUCTURAL..
:PROMDE:;tiQNT FULL HEIGHT RODS .Vl/-MIN OF 3",
NSTRUCTION
STEEL CONSTRUCTION
ANSI
1"'HOOK.All -1/2' NUT ATTEND -OF TENSION ROD
INTO FOOTING PER. AppucApLE"DETAk SECTION AND
ARCH
ARCHITECT ARCHITECTURAL PLANS.
AT CONTROL JOINTS *PEk lIYP.DETAIL*. At
ALTERNATV
ASTM
CONTRACTORS OPTION RODS MAY BE STABBED INTO:
9
LAS VEGAS 89129,
PH 9Z311
AND. . MATERIAL
VIET CONCRETE OR 11W INTO PLACE.
CAUFORNIA BUILDING "CODE
3:
IN LIEUIOF FULL _-HEIG:ROQSi CONTRACTOR 44-
CLA;
CLEAR.
USE SH( S'.. 2. 'COUPLERS AND.
,
CONCRETE MASONRY' UNff
LONG
. ED BOTH . ENDS 'FOR'
STRAIGHT
CONT -
CONTINUOUS
'ADDITIONAL -UM-.NQ COUPLERS MAY OCCUR
*
DIAMETER'
DTI
DIRECTLY :BE(0Vl.ANIJ' IN CONTACT --W THE - BEARING*
PLATE NO:'BOND " BLOCK MAY 4E USED, At
EO.
EQUAL
Obd%iENSION t LOCATION.'
EACH WAY
FT
A OR&O 'p.bfl SHALL" BE. INSTALLEDATMt
0
N
FOOTING
TERSION.ROD.BETWEEN.THE..B.tMNG* LA AND.
NOT W THE DTI *[ABS FACING. UP:AGAINST:THE::
�:THE , 99. THE SPEC'I'AL DEPUTY
GENERAL. STRUCTURAL:' NOTES
HORI?
;OF
iNsPECT1014 REOUIRE5 AT, TIME OF FINAL
TENSIONINt:BY'A'.iTEPUTY:INSPECTOR'SHALL VERIFY
y I OF 2"
FINAL .JEWIGNING40 6,000 LBS. BY .
METHODS; METHOD i VISUAL INSPECTION OF Oil,
W
Itc:
INTERNATIONAL c6pt'COUN(k.
TABS .fA,CIN_6..UP COLCAPSED AGANST.NUT W%,
� .. _ ..
INFO'
NO'LIGHT'LEAKAGE BETWEEN THE PROTO II DTI 0
'BOTTOM: bF'-NUT." METHOD 2: USE OF A -,CALIBRATED
KIP1000. LOS)
(
TORQUE WRENCH TORQUED TO:,554TLfm (oll
KIPS PER SqUAR
LBS
MUST:.STILL.`BE'PLACED:WaH METHOD 1 W. VISUAL
'D'
DTI WHEN ",USING"O
0
t
ZF
I
'INSPECTION OF REQUIRED .-.
21, INSPECTOR :SHALL OBSERVETHE USE OF
THREAD' LUBRICANT;. THE POSITION I&PA%P
Mwwm*
niri� Amn AC 1MVIA0
STANDARD ABBREVIATIONS—
ACI
SlTTUTE
RISC :
AMOICAN'INS11TUTE OF
PIAN CHECK
0WlD�F!S(c5Rl0Tldk•
NSTRUCTION
STEEL CONSTRUCTION
ANSI
AMERICAN-NANONAC.-STANDAROS INSTITUTE
ARCH
ARCHITECT ARCHITECTURAL PLANS.
ALT
ALTERNATV
ASTM
AME91W.-SOCIETY FOR TEST114G
9
LAS VEGAS 89129,
PH 9Z311
AND. . MATERIAL
CBC
CAUFORNIA BUILDING "CODE
CL .
CENTERUNE%"
CLA;
CLEAR.
CMU
CONCRETE MASONRY' UNff
LONG
CONCRETE.
CONT -
CONTINUOUS
DIA OR 4
DIAMETER'
DTI
OIRECT'TENSib. N: INDICATOR
EO.
EQUAL
EW
EACH WAY
FT
ri—DOT .
FTG
FOOTING
GSN
GENERAL. STRUCTURAL:' NOTES
HORI?
HORIZONTAL .
Itc:
INTERNATIONAL c6pt'COUN(k.
IN.INCH
� .. _ ..
INFO'
INFORMATION
KIP1000. LOS)
(
KSI
KIPS PER SqUAR
LBS
POUNDS
.MFR .
:MANUFACTURER'
MAX.
Mwwm*
MINIMUM ; - -
:Mw
MIX
mistillANEOUs
NOTTO..SCALE
.C.,
=ffER *
ERiLIKAR FOOT.
P .. SF
. POUNOS�-. PER -SQUARE FOOT
ASI , .
POUNDS, -PER'. SQUARE INCH
REfNF
REWFORCINQ
10.11)
'REQUIRED
SIM
'SIMILAR
'SPEC.
:SPECIFICATION
SO
SQUARE..
STD
STANDARD,
T&B
TOP. AND: `BOTTOM
TO CKNESS
TRANSK:
E
-TYP
TYPICW
-ONO
UNLESS NOTED OTHERWISE
VERT
VERTICAL
vw
WITH
I
10. .
swour.
0 �
elIp I
_,Alnrcir4i tc aeon nu
5; CONTROL JOINTS -TO BE PLACED. AT
.C; IN AU.- Now�-,stucmo'wms AND
0
.7
�236; 700O.C: IN STUCCOED VIAUSW/ CLEAN
,VERTICAL BREAK OF ALL.MATERRS.
46'SHAiL_6E 'A MIN Of 4
CONCRETE AT .FOOTING 8
HOURS OLD;' CMU. BLOCK. -SHALL BE, A'MIN*,OF 7 -
DAYS - OLD. & MORTAR SHALL BE A'MIN"OF 24 HRS -
OLD ;PRIOR TO fltp�L -TENSIONING-.
0 L
F ;.fry Q
App.r
Ybeq'i
c
b
CON
-Tl 0 N_
'SEAL:
J.— rri-
No. C69616,.:
6/30/16 w 7
g.
_j
PROJECTIC-STANDARD
WIN.D.EXP0SURE�C',4T-41O MPH
LA� CA
'PROJ N6::'ST
ci.v I
Of k
PIAN CHECK
0WlD�F!S(c5Rl0Tldk•
03-.07-117
�60m.TA�
L
TITLE' GENERAL STRUCTURAL NOTES (CONT)
TNT
r
RIMRbCKE'N13lWEjErlNG
,6030 W. CHEYENNE AVE.. STE110
bAtt
J.— rri-
No. C69616,.:
6/30/16 w 7
g.
_j
R WALL: SYSTEMS
0- A �OTTO
R
p c �T ATrN:, GARY OTTO
CA$ - SCO
'PROJ N6::'ST
ci.v I
Of k
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RIMRbCKE'N13lWEjErlNG
,6030 W. CHEYENNE AVE.. STE110
4 I"' 4.3713
TCMEC A. CA "So I ') n
bg) 4-3793'
ry�t? es
PR CA
. COM
W,W. OTO proto";com
SHEET*'
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'S_.,,
.04.
9
LAS VEGAS 89129,
PH 9Z311
U.S.�PATFWWQ5,704,021, A6431707 A 7�IBSAS3, a3 048,.7454870;6746 4. i
J-2 4,
-Q7-.17
PROTO-11 WALL D'BY.APOR6VED AND CERTIFIED INSTALLERS
SYSTEMS MAY ONLY BE NSTALLE
i
KEYNOTES
1. 'HOOK LENGTH INCLUDES BEND
RADIUS AND EXTENSION
2: TOP BARS ARE TRANSVERSE -TOP
BARS SO*PLACED;THAT 12" OR
MORE OF FRESH CONCRETE IS.
CAST IN MEMBER BELOW SPLICE
NOTES
A, CONCRETE LAP LENGTHS BASED
ON ACI 318-11 SECTION 12:2.3
WITH CLASS 8 LAP. SPLICE PER
12x5 FOR NORMAL. -WEIGHT
CONCRETE ANO UNCOATED. BARS
B. . M80ARY. LAP :I ENGTHS 'PER CBC
,SECTION 21014'2100,
C, .LAP LENGTHS BASED OFF PF
ALLOWABLE-- STRESS; OF
REINFORCING OF FY40 KSI
n TYPICAL REINFORCING LAP SCHEDULE
P NO SCALE
PT ROD 1-0" 1'-;0 pt to
1AAX IAAt( �►-q wt�
2 .. .1
TYPE II
1P N, —...TYPICAL PROTQ Ii. CONTRI
�rE,ln� ceel r::.
CONCRETE .(F'C=25O0 PS)
MASONRY
BAR
HOOK.
PLAN CHECK 03-07-17,
LAR FOR TOP
DESCRIPTION DATE ,
SQ(
LENGTH
LAP:
BARS
LAP
B3
:6"
R HORIZ .BENT REINFPER
3. VERT WALL REINF PER
THIS 'DETAIL NOT REQUIRED
j4
7 3h"
REINF, INCLUDING FENCE
Bs
s
z' -o`
7'- '
X --4-
n TYPICAL REINFORCING LAP SCHEDULE
P NO SCALE
PT ROD 1-0" 1'-;0 pt to
1AAX IAAt( �►-q wt�
2 .. .1
TYPE II
1P N, —...TYPICAL PROTQ Ii. CONTRI
�rE,ln� ceel r::.
KEYNOTES
NOTES
1. ;CORNER BARS TO MATCH
A. WHIR IIORIZ'WALL REINF
ni
PLAN CHECK 03-07-17,
REV 1E
DESCRIPTION DATE ,
KEYNOTES
NOTES
1. ;CORNER BARS TO MATCH
A. WHIR IIORIZ'WALL REINF
SILE.AND SPACE OF
PER NOTE OCCURS 'AT
HORIZ REINF IN. WALL.
DIFFE NI
PROVIDE BENT REINF PER.
2; LAP LENGTH PER TYPICAL_
NOTE:Q :AT EA HORIZ BAR
REINF' LAP :SCHEDULE
R HORIZ .BENT REINFPER
3. VERT WALL REINF PER
THIS 'DETAIL NOT REQUIRED
PLAN
AT 'FENCE WALL,_HORIZ
REINF, INCLUDING FENCE
WALLS ATOP :RETAINING'
WALLS
C. PROVIDE HO I,Z BENT"EREINF.
PER NOTE( 2.AT FOOTING
INTERSECTIO SIMILAR -TO
T. 1/2" EXPANSION JOINT QR END 1• TRANt- TOP REINF PER PIAN
QF•WALL, AS OCCURS 2. CONT REINI"PER: PLAN
2.. TYPICAL. -WAIL PT ROD TACH. O' `
SIDE OF JOINT
3. yy4: VE�RT REINF W/: STO. HOOK•. �4
EA/BEDDED b MR INTO FOOTI,NG:.
So 'MUT RENT CELL•Y1J _
CROUT :URB MAX.; HIGH. . RTAR
LIFTS'
NotEs
A VERTICAL. EXPANSION JOINTS, AT
SPACING. PER GSN
B, 'TYPE 1'. OR. ''TYPE II"MAY BE
USED AT CONiRACTORWS:OPTION.
G .HORIZONTAL REINF SHALL NOT
RUN CONT T"'a'-
'' `)
TINT.. ;:
y.
FUI7
PROJECT: "PROTO.II STANDARD I
WIND EXPOSURE'C AT 1
LA QUINTA' CA.
rnE: TYP DETAILS
PROTO-16 WALL SYSTEMS
RIMROCKENGINE£R1IJ6 41800'CASCADESCOURT ATTN.GARYOTT
.9030 W.,CHEYENNE AVE., STE 210 tEMEGUTA CA 92591 PHN (951) 694=375
LAS VEGAS, NV 89129 .WWW.RRO`f0.2.COM g9ryo DQprolofi.C(
PH:702-838.6.311 . • U.S:PATENTEDS.79d921 LO.497797 87 18975) 60620/9. 7AS48
PROTO-II WALL SYSTEMS MAY.,ONLY BE INSTALLED BY APPROVED AND CE
1 ante+' S0.4
S TOP
REINF
TLS..
Z
�. m
No. C69616
> _EXP: 6/30/l8..
• *.�
03-07-17
KEMOIES
05 1. POST TENSION ROD
2. NUT'
3. 911
A BEARING TOP PLATE
5,. COLLAPSIBLE TABS
6. MIN, TENSION TO BE 6;000 LOS LOAD
AND. CONFIRMED BY ONE OF TWO
METf6DS:PER -h6TES AND C
BELOW
_:PIAN VIEW.
T AFTER
T"S E "IN INSPECTION, PLACE.
ORTAR MOUND MS. THE TOP OF
2 ROD/PLATE/NUT.
OD /PLATE/NUT IOCATION. BLOCK'
9. *OPT CAP BLOCK
9. CONTINUOUS HOkO WAL JOINT
REINFORCING PER GSN
10. .CENTER WEB OR: END FACE SHELL BILLOW
I I:!. STE PLATE SIZES-
-A:'4: PiRDTO .1111: l4eirw
:.4
& '- SLUMP PRO 0 0- 1/4 x2 -1/2"x6°
C. -6* PROT6�11: t 4x4 --A 2 v xG ".
0. 6'. SLUMP:
T 1-, 8' PROTO-
STEEL PLAN. To a P:AT THE
M SECTION 'M. OF, THE d(r SD'UT.THE: PLATE
BEARS SIDES
. 00� NOT USE BM,ABW 8L6CK:AT
BLARING PLATE LOCTIONS,
Y 12
7.
4 it ;t PROTO-0 OTT To BE USED AT EACH
L� U2
TENSION ROD, TABS. FACING UP AGAINST
rovill"NUT .AND lAgs
O� C01 LAPSED T0,AiCHIEVE TENSION:�NO
.4 UG4T PASSES BETWEEN, BOT OF UT'ANO,
B: As --ALTERNATE To VISUAL INSPECTION OF
TABS, INSPECTION OF NUTTORQUE-MAY'
BCACHIEVED BY'LISE'DIF CALIBRATED,* '
TQAQa:WRENCH. TORQUE NUTS.'TO_55
FT -LBS: S
FT -S; TILL MUST BE PLACED
ROD is USING TORQUE WRENCH METON
HOD.
SEE GSN FOR ADWL INFO
C. :DEPUTY WsPmO§SHALL PERF6RM.A...
VISUAL INSPECTtON TO CONFIRM THE DTI
IS COLLAPSED; %V/ -ND LIGHT LEAKS
pETWEW-TKJASS AND BOTTOM OF NUT
A'S
INSTALLER'*MUST HAVE SPECIAL
77� V'
INSPECTION OF TENSIONING PERFORMED
PERFORMED. BY ONE OF THE 1WQ'
METHODS NOTED :ABOVE. SPECIAL
fkfkAN INSPECTORJO PROVIDE .A COMPLETED
REPORTTD LISTED PARTIES.. (SEE'. NOTE' .4
:UNDER GENERAL REQUIREMENTS OF GSN)
TYPICAL JOP. OF..PROTO 11 VALL
W—NO SCALE
`.J`Raj CT.l. PROTO 11 STANDARD P1
WIND EXPOSUfZE.0 AT 11C
LA QUINTA, CA
PLAN:CHECK03-07-17
Tri LE:.
JE TYP'DETAILS'
PROTO-16 WALL SYSTEMS
oM R 0 C: KE �,l i3 I�N E: E P 1'013 41800 CASCADES COURT ATTN: GARY O'FTO,
R
,,i
9030 W. CHE*ENIIE*F_
Av; STE 210 PU131411 garyop51)69'4-1793:
o@pfblol].COM
p,,
LAS RLAp
702�.6-5311 us. pjqEmy]r6 &7,108.463.&C632,048, 7.464,870.
-
PRoTo-ii WALL SYSTEMS MAY ONLY. BE INSTALLED BY APPROVED AND`CEF;r
d2
S119 I RUP AND TIE HOD OFFSET
jd 2 IX
-MIN
AL! PEER
TYPICAL BEND IN REINFORCING
�KO SCALE
rA
L-A QUIN
Q.11AF&ry.D8pT�.
VED
CONST
TION
v,
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rri
No. G6 9 61 )66
EXP.- 6/30/18
cl
V
I SHEET* SO.5 ]
a
1. MIN FINISHED. BEND. DIA: FOR. 4 L-
DIA
REINFORCING EXCEPT STIRRUPS;
AND TIES PER THE FOLLOWING:
B. .ALL 'EtNF SHALL.BE.
6"d : FOR 8 AND S . ALLER
BENT COLD: UNO ON
A' d FOR 9 THRU.- 11
PLANS OR DETAILS
12"d FOR X14 AND. i 18
C., REINF PARTIALLY.
2.. 6"d" EOR #.5 AND SMALL R
EMBEDDED IN CONCRETE
Wd.FOI THROUGH 8
SHALL NOT BE FIELD
BENT UNO ON PLANS OR
3. :MIN. FINISHED BEND OIA FOR
DETAILS,
STIRRUPS AND TIES ONLY .
Td" MR 5 AND SMALLER
16 JHRU W8'
d2
S119 I RUP AND TIE HOD OFFSET
jd 2 IX
-MIN
AL! PEER
TYPICAL BEND IN REINFORCING
�KO SCALE
rA
L-A QUIN
Q.11AF&ry.D8pT�.
VED
CONST
TION
v,
3z)
rri
No. G6 9 61 )66
EXP.- 6/30/18
cl
V
I SHEET* SO.5 ]
a
RETAINED
HEIGHT
;8" CMU
AIIN FTG.
WIDTH
MIN FTC
THICK
MIN KEY
WDITH
MIN KEY
DEPTH
TRANS TOP REINF'CONT
IN FrG
BAR:
IN FTG
...
VERT REINF AT
8" dmu
0 CONT REIRF.
IN BOND BEAM.
0._.
PEI WALLb L :
(SEE NOTE'4 .UNDER GENERAL REOULREMENTS OF GSN)
2=0'
1'—�"
0'—,q-N
NOT'REQD..
NOT REO'D
NDT REO'IJ
.(1)'#4
#4.`AT.48" o.c:
{1)„jf4
2'-8`
1' lO”
0'—OT
'RED'D
NOT REQ'0
NOT REQ D
(1) X4.
4 AT 48". o:c.
(1)=14
N07 RE0'D
(Q #4.
R4 AT 48" :o.c:
{I).#4
0'=8"
0'--9'
NOT REO'D'
(1) 4 .
.#4 AT 48" o:c.
(2) #4
4`-p`
2 }'
q'-10"
0'=8°
U'-1:1'
J4 AT:48" o:c:
(3) �4
4:AT 48" o.c.
{2) (f4
9 -4"
2'-9"
T) —10"
Ot—B"
I' -0"
;�4 AT 48" o.c.
(3) #4 ;
. J4 AT 32" o.e,
(2) #4
6'-0"
;3'-3"
i1 -1U"
0. 8"
1'-2"4
AT:48" o.c�:
{3) 14
#4 AT 24" o.c.
(2).#4 -
PROJECT: PROTO'ILSTANDARD PLANS
WIND EXPOSURE:C AT 110 MPH
TITLE: TYPICAL DETAILS
PROTO-IITM WALL SYSTEMS
:- PLAN CHECK
03-07.17;
REV4 DESCRIPTION
-DATE _.
PROJECT: PROTO'ILSTANDARD PLANS
WIND EXPOSURE:C AT 110 MPH
TITLE: TYPICAL DETAILS
SEAL:
c i ,low F�o
No. 069616
EXP. 6/30/18. �}
civil
�F CA��F ....
03-07--17
PROTO-IITM WALL SYSTEMS
DATE 62-06-1i '
PROJ No:570:.
o
RIM ROC 1G£ N IS I N ,E E-\ I•N G
9030 W. CNEYPNNE AVE STE 210
41800 CASCAQES COURT ATTN GARY OTTO
7EMECULA CA 92591 PIiN (951) 69437fl3
VJWW:PROT02:COM garyggo@prplollCOM,
SHEET: j
S4.
IFFPF
l.�
LAS.VEGAS NV89129
PH: 702030531.1
Us.IIATEHtEb�7aaRS1JRo.eir'itlY"n'�iayas3.ac rosal.�s�e�oa7eo:�e�
I
MAY ONLY BE INSTALLED:13YAPPROVED AND CERT*lEO INSTALLERS
PROTO-11 WALL SYSTEMS
SEAL:
c i ,low F�o
No. 069616
EXP. 6/30/18. �}
civil
�F CA��F ....
03-07--17
- ,� i• f t r Y•
THUNDER GULCH WAY .
tioR��
MSA CONSULTING, INC--.. LENNAR-/—Q9lR9N=SAA! .. 20 t.
Fu ram -o . awm BKom Bard a Ujm Smvavaca
342U0 Bos linea Barre • Rectrxo Mmeaa'■ cn 92290
TRACT, J 2W.* T
•��a (960> 326-m FA% t���. sa3-7893. LOT 229 -81.3 0 rCle +� C 1QI.. p , AREA
- 17;8024v SF'
LENNAR LA :DUINTA;;: R RSIDC.`Wd1P u
980.:.MONTECITO DRIVE
CORONA, CA 92879 FO INSTRUCTill;
' 9 _ / SCALE t'=.30'
:(951) 817=3663 I
LEGEND
PROPERTY UNE
[
AIR CONDITIONING PADi+%6
— — — —.— — PUBLIC UTILITY EASEMENT
0
CONCRETE STOOP �J��/y Q Q �!
— - — — — — RIGHT :QF=WAY ,(R/W)
R
:SIDEYARO GATE C " "w�1 . .I �J
— -- —.tq:— WATER. MAIN
f _
FIRE HYDRANT
—. — — —s — SEWER MAIN
H.
WATER .METER
GARDEN WALL
5
SEWER LATERAL
RETAINING WALL
Im
LCAT . al?
®
7m TOP 'OF SLOPE
Toe.TOE :
-. OF SLOPE
10..1.7'
_ .. ...
.F
- ,� i• f t r Y•
THUNDER GULCH WAY .
tioR��
MSA CONSULTING, INC--.. LENNAR-/—Q9lR9N=SAA! .. 20 t.
Fu ram -o . awm BKom Bard a Ujm Smvavaca
342U0 Bos linea Barre • Rectrxo Mmeaa'■ cn 92290
TRACT, J 2W.* T
•��a (960> 326-m FA% t���. sa3-7893. LOT 229 -81.3 0 rCle +� C 1QI.. p , AREA
- 17;8024v SF'
LENNAR LA :DUINTA;;: R RSIDC.`Wd1P u
980.:.MONTECITO DRIVE
CORONA, CA 92879 FO INSTRUCTill;
' 9 _ / SCALE t'=.30'
:(951) 817=3663 I
LOT 229
PLAN -5C RT
FF..47787
PE _477:3:
Im
®
is
10..1.7'
PE (678.2)
* s
s
•y -i •ads
..
WT 21%
_
1.0'
- ,� i• f t r Y•
THUNDER GULCH WAY .
tioR��
MSA CONSULTING, INC--.. LENNAR-/—Q9lR9N=SAA! .. 20 t.
Fu ram -o . awm BKom Bard a Ujm Smvavaca
342U0 Bos linea Barre • Rectrxo Mmeaa'■ cn 92290
TRACT, J 2W.* T
•��a (960> 326-m FA% t���. sa3-7893. LOT 229 -81.3 0 rCle +� C 1QI.. p , AREA
- 17;8024v SF'
LENNAR LA :DUINTA;;: R RSIDC.`Wd1P u
980.:.MONTECITO DRIVE
CORONA, CA 92879 FO INSTRUCTill;
' 9 _ / SCALE t'=.30'
:(951) 817=3663 I