BWFE2017-022378-495 CALLE TAMPICO
LA.QUINTA,'CALIFORNIA 92253
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Permit Type/Subtype:
WALL/FENCE/CITY STANDARD/PRE-APPROVED
Application Number:
BWFE2017-0223
Property Address:
81255 THUNDER GULCH WY
APN:
767790070
Application Description:
GRIFFIN RANCH / BLOCK WALL / LOT 231
Property Zoning:
Application Valuation.
$1,000.00
Applicant: FF LENNAR HOMES -SHELLY JORDAN980 MONTECITO DR STE 300 14 2017
CORONA, CA 92879
CITY OF Lp.OUINTA
cokWUNITYDEVEffft ENT DEPARTMENT
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 C ss: _ License No.: AEC674
Date: OW 10LI `j'/ 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 OF 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
Uc. No.: AEC674
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 I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with those provisions. 2
Date: �� Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
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 city to enter upon the
above-mentioned property for inspection purposes.
Date/a � Signature (Applicant or Agent)
Application Number: . BWFE2017-0223
Property Address: 81255 THUNDER GULCH WY
APN: 767790070
Application Description: GRIFFIN RANCH / BLOCK WALL/ LOT 231
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 92€79
(951)817-3526
Llc. No.: AEC674
---------------------------------------------------------------------------------------------
Detail: 110 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.
FINANCIAL
DESCRIPTION
INFORMATION
ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 501-F
101-0000-42400
0
$46.80
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WALL/FENCE -FA 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 ADMINISTRATIO,V 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:
TOTALS:
$5.00
I
I
zfONE,SIDE OF CONNECTION OR MAY..0MIT
INFORMATION FOR CLARITY.
6. 'WHERE REFERENCEAS MADE TO VARIOUS TEST
STANDARDS FOR MATERIALS, SUCH REFERENCE
I. 'SHALL '13E THE LATEST EDITION OR ADDENDA.
o FROM ' RACrACE OF RETAININ
OTHERWISE BY APPROVED GEO
' 7
77 77
R"R7CC K E"I 0 IN,EERINCS
IDW.10 HEYENINE AVE.. STE 210-
-LAS VEGAS, NV 89129
PH: 702-838-531
PROT.041 WALL
NLY ,REINFORCING ;
'7 F 0 tA
Mr EQ
1. REINFORCING STEEL SHALL E
15.. WELIDABLE.1 REINFORCING:WR SW' OWG&� .
LINFORM TO ASTM REIN: ING SHAIJ
or .1 I.W
�vp DGILL
GRADE 60.
2. LATEST ACI DETAILING MANVAL,A;, 318CON,-3'rpU
�L i- P
R MANUAL OF STANDARD PRACTICE ,PLY. TO,
REINFORCEMENT. SPLICING, DETAIL
DINGj ANY.D
I PLACEMENL
STANCE
.0 , 1. REFER' TO .TYPICAL: WALL INTERSE60N -DENC-FOR
)EFINEO REINFORCING REQUIREMENTS AT WALL.AND FOOTING
INTERSECTIONS.
WIND EXPOSURE CAT 110 MPH
LAQUINTA.*CA
ME: GENERAL STRUCTURAL NOTES
PROTO-11Th;WA.LL SYSTEMS
MAY ONLY
1 W/ SOIL PER
BE USED AT Fit
04
�. C69616
P.P. 6/36/1'8�1
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Or r
MIS FOR - DE51ON
.FOUNDATION
RE
1- BUILDING CODE: CALIFORNIA BUILDING CODE 2016
1 SITE PREPARATION AND GRADING REQUIREMENTS
FROM THE.GEOTECHNICAL REPORT AND ANY
I.
REFER TO LAP; SCHEDULE FOR MINIMUM'O.C.
SPACING "LAP -SPLICE LENDIIIS'IN CONCRETE AND
2., SOIL. PARAMETERS:-
ADDENDA ALONG W(ANY TESTS, INSPECTIONS;
'FROM THE
MASONRY,. WJD�- 14, OK"lFNGTI-IS: NO WELDING-' K.
SlIc NFORCING: ALLOWED. STAGGER
ACTIVE PRESSURE 30 pCF.
SOIL WEIGHT.. 120 PCF*
FIELD OBSERVATION OR APPROVAL
GEOTECHNICAL ENGIREER RECOMMENDED �BY THE.
GEOTE
SPLICES A VOWUM'.W.,(I), LAP LENGTH.'
1,1500 -PSF'
SOIL BEARING PRESSURE: 1500
PASSIVE PRESSURE 1150, PCF
L REPORT, SHALL' BE COMPLETED -PRIOR
GEOTECHNICAL
TO CONSTRUCTION OF FOUNDATIONS, IF NO
5.
ALL REINFORCEMENT SHALL BE -BENT COLD.. NO -
FRICTION :COEFFICIENT
GEOTECHNICAL REPORT IS SUBMITTED, SITE
FIELD BENDING OFBARS IS ALLOWED UNLESS:
PREPARATION AND GRADING - SHAD BE PER COC
APPROVED BY THE ENGINEER.
3� SEISMIC: DESIGN:
SECO�V
SECTION 1804.
15,
SUPPORT REINFORCEMENT ADEQUATELY TO SECURE`
Mu
S
le 0'SCo
S s(SHORT
.2 W IN THE TIME OF C01,NSTRUCTION.AND .W/IN THE
THE MUST *ENSURE
REINFORCEMENT,AGAINST DISPLACEMENT DURING
CONCRETE PLACEMENT IN THE FQDTING. MD, GROUT
0 �2
LIFETIME OF THE WALL, OWNER
SIT CLASS:... ..
THAT ALL SURFICIAL' DRAINAGE IS DIRECTED AWAY
PLACEMENT IN THE CMU.
) ....
SDS PERIOD
SECOND PER 0
SOI(( OD).
FROM THE WALL SYSTEM
.1. OR PLACEMENT OF,
7�_
PROVIDE VERTICAL REINFORCING. BAR. W Aboks
INTO, FOOTING. PER APPLICABLE DETAIL SECTION,. IN
SEIS JICDESIGN CATEGORY
3- FOUNDATION INSPECTION PRI To
CONCRETE INCLUDES: FOOTING,STEEL LOCATION AT
GROUTED CELLS AT ALL WALL INTERSECTIONS;;
4. WIND DESIGN:
GME, AND SIZE[-DEPTHAND CLEANLINESS OF'
CORNERS, wALL-ENDS, AND EACH SIDE OF
JOINTS. EXTEND ALL VERTICAL
WIND SPEED..- � .................. Id A
FOUNDATION. AODONAL SPECIAL INSPECTION AS
-JURISDICTION.,
CONTROL
:CONTINUOUS
RISK CATEGORY : ... ..., 4. . I I
:EXTERIOR PRESSURE C.0EFFIPElW?tCij"!:;1.4
REOUIRED�l BY
REINtORCfNG.T0 FOUNDATION EITHER
OR: WITH 5LIFFICIENT LAP REQUIREMENTS, AS
WIND EXPOSURE. .". ;,�. ... . . w
4. FOOTING SHALL, BE: _VEL, STEP FOOTING; AS
INDICATED PER APPLICABLE DETAIL %SECTIONS.
REO'O, VHERE,GROUND, SLOPES, HEIGHT OF STEP
S.. 'FOUNDATION DESIGN AND SOIL PARAMETERS PER
SHALLBE.EOUAL'TO HEIGHT 'OF:CMU COURSE
B,
HORIZONTAL REINFORCING SHALL BE, -9 GAGE
MINIMUM RECOMMENDATIONS OF APPLICABLE
DIAMETER WIREAND'CONFORM TO ASTM •AB2
BUILDING CODUCLASS OF -SOIL ON SITE IS
`CLASSIFIED
CONCR
DOERI,TYPF, - 9. GAGE DIAMETERJAP 'JOINT
R%ljfFOWNG'ONEFOIAJOROSS. SOUARE (6,
AS SW,. SP. GW, OR -GP... LOAD: BEARING
VALUES ARE PER COC TABLE 1806.2
1. MINIMUM 28'0 YCOMPRESSIVE STRENGTH OF,,
CONCRETE. SHALL BE PSI. CONCRETE
MINIMUM :LAP)., HORrZONrg REINF SHALL BE
w HOT'-DI.PPED'PALVMIZO.•QR.APPAPVM EQUIVALENT.
GENERAL REQUIREMENT
MIX SHALL BE ESIGNED: BY. AN APPROVED
THE E. DOCUMENTS - HAVE BEEN PREPARED . - USING
LABORATORY. CONCRETE, SHALL; BE NORMAL WEIGHT
OF. 145 PCF USING, MO. ROCK AGGREGATES
CONVENTIONAL MASONRY
STANDARDS -OF PROFESSIONAL CARE AND -SKILL
ORDINARILY,WCASED, UNDER SlMILAR CONDITIONS
CONFORMING TO ASTM C33.
1.
HOLLOW, NORMAL WEIGHT, LOAD 'BEARING',PRECISION
CONCRETE MASONRY. UNITS- (CMU) 'SHALL 'CONFORM
BY. PROFESSIONAL. CONSULTANTS- PRACTICING 1N THE
:2. MAXIMUM -SLUMP SHALL BE 5 INCHES: WATER:SHALL
TO ASN.C. 90. MINIMUM COMPRESSIVE *STRENGTH
SAME FIELD AT THE SAME TIME , IN *THE. SAME 0
BE CLEAN AND POTABLE.
OF CMU SHALL BE;2000 PSI. ALL BLOCKS SHALL
RUNNING BOND CONSTRUCTION, LINODEPICTED'WILL
SIMILAR LOCAUTY..JHEY ASSUME THAT; THE -WORK•
BE PERFORMED.,BY AN EXPERIENCED
3... USE TYPE V PORTLAND CEMENT', AS REdO BY
13E PLACED IN
W/ ALL VPIM CELLS IN A.U.GNMENT.
49
'CONTRACTOR AN OR 'WORKMEN WHO HAVE -A *
OWNER. JURISDICTION, OR,SOILS ENGINEER,
if
WORKINGKNOW GE. OF. THEAPPLICABLE CODE.
STANDARDS AND REQUIREMENTS ANO . INDUSTRY;GROUT
REQUIREMENTS
CONFORMING TO ASTM C150
2.
GROUT SHALL CONFORM TO.,ASTM.C476,. MINIMUM
COMPRESSWESTRENGTH EQUALS OR
ACCEPTED STANDARD GOOD AS: NOT
EVERY CONDITION �OR. ELEMENT JS OR CAN BE)
4. A MAXIMUM OF 90 MINUTES.MAY. ELAPSE BETWEEN
CONCRETE MO/OR, GROUT BATCHING AND FIELD
UT LESS. THAN 2000 PSL HOLD
EXCEEDS F'M BF
DOWN 'GROUT• 1-1/2 BELOWTOP OF BLOCK AT
:9
EXPLICITLY SHOWN THESE DRAWINGS, THE
PLACEMENT.
GROUT LIFT JOIRM
CONTRACTOR SHALL USE INDUSTRY ACCEPTED
STANDARD GOOD -'PRACTICE 'FOR MISCELLANEOUS.
:5. tbhCAtTE.'t)UALITYMIXING WEATHER PROTECTION
3.
MORTAR SHALL CONFORM: TO - ASTM C270 & MC
WORK,NOT EXPLICITLY SHOWN.
AND PLACING'SHl CONF6RM TO COC SECTION'
k
2103,' TYPE S.; 2000 .PSI MIN.. MORTAR MUST BE A
1905.
MIN OF 4 ;HOURS OLD PRIOR .TO INITIAL.'
ENGINEER SHALL NOT AT ANY. TIME - SUPERVISE,
OVER CONTRACTORS
TENSIONING...
DIRECT OR :HAVE CONTROL
WORK, NOR SHALL ENGINEER HAVE AUTHORITY OVER
BACKE1
4..
NET AREA COMPRESSIVE :STRENGTH .OF MASONRY
.OR RESPONSIBILITY FOR THE MEANS, METHODS
1. BACKFILL MATERIAL AND PLACEMENT SHALL BE IN
SHALL BE . FW�l 2000 PSI MIN PER THE UNIT
UT POST-74ENSK)NED MASONRY
'TECHNIQUES, SEQUENCES, OR' PROCEWRES Of
ACCORDANCE W RECOMMENDATIONS BY THE
&GINEER, 1804 IF
STRENGTH IOD, FOR
DESIGN AND �1500 PSI MIN,:PER:.THE,.UNrl
CONSTRUCTION SELECTED OR USED BY
CONTRACTOR, FOR SECURITY OR, SAFETY;AT THE
GEOTECHNICAL OR CBC.SECTION
GEOTECHNICAL REPORT NOT SUBMITTED.
STRENGTH METHODi FOR COMNTIONAL:MASONRY
SITE, NOR 'FOR SAFETY PRECAUTIONS AND
...PROGRAMS INCIDENT TO CONTRACTOR'S WORK.
&
-2. BACKFILL SHALL NOT BE PLACED AGAINST. WALLS
:5.
DESIGN,`
BELOW .GRADE. OR ATOP FOUNDATIONS UNTIL GROUT
UL
THICKNESS OF BED JOINTS NOT EXCEED 5/8'
o
3,
ALL INSPECTIONS REQUIRED BY THE. LOCAL BUILDING
AND CONCRETE HAVE RE,ACHEO DESIGN STRENGTH.
DEPARTMENTS AND BUILDING'CODES..SHALL BE
GROUT SOLID ALL CONVENIIONALLY; REINFORCED.
L.
H4.,
-PROVIDED BY THE BUILD] . NG DEPARTMENT.
RETAINING WALL: SYS' I IS NOT DESIGNED TO
DRAINAGE
CELLS BELOW. GRAbE.
�F`Rd& SPECIAL INSPECTION AS: REQUIRED ON
WITHSTAND . HYDROSTAT(C PRESSURE.
SYSTEM -SHALL BE PROVIDED TO] PREVENT BUILD UR
7.
WON NOT
P,
DEPARTMENT.
PLANS AS REQUIRED BY THE BUILDING D
ADDI ON. DRAINAGE
RF IT
ul -ful-tinm
15-i
UMIIED� 6 PR ARAMONjRECTION,
Ahn
nrik.mriertiruy ikfma i A COM It
zfONE,SIDE OF CONNECTION OR MAY..0MIT
INFORMATION FOR CLARITY.
6. 'WHERE REFERENCEAS MADE TO VARIOUS TEST
STANDARDS FOR MATERIALS, SUCH REFERENCE
I. 'SHALL '13E THE LATEST EDITION OR ADDENDA.
o FROM ' RACrACE OF RETAININ
OTHERWISE BY APPROVED GEO
' 7
77 77
R"R7CC K E"I 0 IN,EERINCS
IDW.10 HEYENINE AVE.. STE 210-
-LAS VEGAS, NV 89129
PH: 702-838-531
PROT.041 WALL
NLY ,REINFORCING ;
'7 F 0 tA
Mr EQ
1. REINFORCING STEEL SHALL E
15.. WELIDABLE.1 REINFORCING:WR SW' OWG&� .
LINFORM TO ASTM REIN: ING SHAIJ
or .1 I.W
�vp DGILL
GRADE 60.
2. LATEST ACI DETAILING MANVAL,A;, 318CON,-3'rpU
�L i- P
R MANUAL OF STANDARD PRACTICE ,PLY. TO,
REINFORCEMENT. SPLICING, DETAIL
DINGj ANY.D
I PLACEMENL
STANCE
.0 , 1. REFER' TO .TYPICAL: WALL INTERSE60N -DENC-FOR
)EFINEO REINFORCING REQUIREMENTS AT WALL.AND FOOTING
INTERSECTIONS.
WIND EXPOSURE CAT 110 MPH
LAQUINTA.*CA
ME: GENERAL STRUCTURAL NOTES
PROTO-11Th;WA.LL SYSTEMS
MAY ONLY
1 W/ SOIL PER
BE USED AT Fit
04
�. C69616
P.P. 6/36/1'8�1
c nv
Or r
ROTO 1.
STANDARD ABBREVIATIONS
ACI
2.
PROVIDE CONT' FULL HEIGHT RODS W/ MIN OF 3'
AMERICAN INSTITUIE OF
STEEL CONSTRUCTION
"L' HOOK W/ T/2" NUT Al' END OF:TENSION'ROD
AMERICAN NATIONAL STANDARDS INSTITUTE.
ARCH
INTO FOOTING PER APPLICABLE DETAIL SECTIOW AND
1
ALTERNATE' . ,.
AT CONTROL JOINTS'.PER'.TYP.DETAIL; AT
AMERICAN:SOCIETY FOR TESTING
_..
CONTRACTORS, -OPTION RODS MAYBE STARBEO:INTO
CBC
CBC
CALIFORNIA BUILDING CODE
:WET CONCRETE OR TIED -INTO PLACE,
CENTERLINE
1
IN .UEU,OF FULL HEIGHT RODS, CONTRACTOR MAY
CMU.
CONCRETE MASONRY UNIT
USE SHORTER RODS 1/2'.000PLERS AND
STRAIGHT PODS- THREADED BOTH ENDS FOR
' I
CONT
ADDITIONAL LIFTS. NO COUPLERS MAY. OCCUR .
DIA OR 0
DIAMETER
DIRECTLY BELOW'. AND IN CONTACT W/ THE BEARING
DIRECT TENSION 1NDICATOR.
EQ
PLATE. -NO BOND BEAM BLOCK MAY USED AT'
e
EACH WAY
PLATE/TENSION LOCATION,
1
4.
A PROTO. II DTI : SHALL BE INSTALLED AT EVERY -
x
GENERAL.STRUCTURAL NOTES
TENSION ROD BETWEEN THE BEARING PLATE:AND•
TENSION
HORIZONTAL
ICC
NUT W/ THE DTI 'TABS" :FACING UP AGAINST THE
BOTTOM OF THE NOF. THE SPECIAL:DEPUTY
+ ,
K
INSPECTION REQUIRED AT TIME OF. FINAL
KSI
KIPS .PER SQUARE. INCH.
TENSIONING BY A DEPUTY. INSPECTOR`.SHALL VERIFY
1
MFR
FINAL TENSIONING TO 6,000 LOS BY: 1, OF 2
MAX
MAXIMUM
METHODS, METHOD 1: VISUAL INSPECTION OF DTI.-
TI;
MN@AUM
MIX
.
TABS:
TABS: FACING UP AND COLLAPSED AGAINST NUT'41:
NTS
NOT TO SCALE'
NO LIGHT LEAKAGE: BETWEEN ,THE PROIBOTTOM OF IIoFA D
CALIBRATED
ON -CENTER
PCF
0 OUE WRENCH TORQU D TO 55 FT -LBS. (DTI
PSf
POUNDS PER SQUARE FOOT
MUST STILL BE PLACED MTM METHOD 2. NO VISUAL
POUNDS PER'SQUARE INCH
RE1NF
INSPECTION OF;DTI�REOUIRED WHEN USING METHOD
2). INSPECTOR SHALL 'OBSERVE THE USE OF
i.
REQUIRED
THREAD LUBRICANT, THE POSITION OF-PLATE.ON_
SIMILAR'
SPEC
BLOCK; ANDANTEGRIIY OF. MORTAR JOINTS: IN
r: z
SQUARE.
,ADDITION, THE INSTALLER:SHALL.. PROVIDE A SIGNED.
o
TO
REPORT TO ALL APPROPRIATE PARTIES, PROTO".II
W
THICK%THICKNESS
:MASONRY;DESIGN IS .BASED ON THIS'SPECW.;
I 8
TYP
INSPECTION.
III
UNLESS NOTED OTHERVASE:
.VERT
VERTICAL
5.
VERTICAL CONTROL JOINTS TO BE 'PLACE AT MAX
Nl/0
1WTHOUT
36'-01 O.C. NAL NON -STUCCOED WALLS AND
20'-0' D.C. JN STUCCOED WALLS W/ .CLEAN
o
VERTICAL BREAK OF ALL MATERIALS:
6.
CONCRETE. AT FOOTING SHALL BEA MIN. OF 4B'
HOURS; -DLO, CftU :BLOCK SHALL BE A MIN OF"'7 ,
I
DAYS.010, & 'MORTAR SHALL, A MIN OF 24 HRS
' z
ENSIONING.x
OLO PRIOR TO FINAL TENSIONING.-
;z
9
�.
0.
o.
STANDARD ABBREVIATIONS
ACI
AMERICAN CONCRETE INSMUTE
AISC.
AMERICAN INSTITUIE OF
STEEL CONSTRUCTION
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE.
ARCH
ARCHITECT/ARCHITECTURAL PLANS
ALT .
ALTERNATE' . ,.
ASTM
AMERICAN:SOCIETY FOR TESTING
_..
ATERIAL
AND MATERIAL-
CBC
CBC
CALIFORNIA BUILDING CODE
CL.
CENTERLINE
CLR
CLEAR
CMU.
CONCRETE MASONRY UNIT
CONC
CONCRETE
CONT
CONTINUOUS
DIA OR 0
DIAMETER
D11
DIRECT TENSION 1NDICATOR.
EQ
EQUAL ,..
Ew
EACH WAY
FT
:FOOT'.
°FTG"
FOOTING'
GSN.
GENERAL.STRUCTURAL NOTES
HORIZ
HORIZONTAL
ICC
INTERNATIONAL CODE COUNCIL
IF FO
INFORMATION
K
KIP (1000. LOS)_
KSI
KIPS .PER SQUARE. INCH.
LOS"
POUNDS
MFR
MANUFACTURER
MAX
MAXIMUM
MIN
MN@AUM
MIX
MISCELLANEOUS
NTS
NOT TO SCALE'
OX.
ON -CENTER
PCF
POUNDS PER,UNEAR FOOT
PSf
POUNDS PER SQUARE FOOT
PSI
POUNDS PER'SQUARE INCH
RE1NF
REINFORCING.
REQ'D
REQUIRED
SIM.
SIMILAR'
SPEC
.
SPECIFICATION
SQ
SQUARE.
STD
STANDARD , ..
TO
,
TOP AND. BOTTOM
THK
THICK%THICKNESS
TRANS
TRAM. SE
TYP
TYPICAL
UNO
UNLESS NOTED OTHERVASE:
.VERT
VERTICAL
MTN
Nl/0
1WTHOUT
y Off—
QUI
N (k
-
ra f:, ' y C -T Y P7.
i t 01= CCN t "T1 Q
' nl
j o PRoiECT: PROTO II•STANDARD PLANS
WIND EXPOSIJRE'CAT 110 MPH
o LA'QUINT'A . CA
PLA4CHECK 0347.17• .
{{f
REV DescRfeiloN DAre TrTL€ 'GENERAL STRUCTURAL NOTES (CONT)
I ((DATE: 024)&.17
PROTO-16.1,WALL SYSTEMS I -RnI
RI M.ROCKENOINEE RING 41000 CASCADES
9030 W. CHEYENNE AVE.JTEV TEMECULA,.CAi
j LAS VEGAS, NV69129 VVWW PR0T02.
VH-702-ShA-5311 iia vnr_NTj;h R�pe;.mj ei
aryolloLIDproIOIICOM
,d8,B32,Ota, :11 t,B70; a'7,46fAe7
'PROVED AND CERTIFIED INSTALLERS
U y�
rrr,
No. C.69.616
OCP: 6/30�1L3;
qrF OF
CAL.
Q3=07-17 ,
O
TYPICAL :REINFORCING LAP SCHEDULE
lYP .NO.SCALE
i KEYNOTES
PT ROD SPACING 8177
MAX
f NOT -TO' E)(m 4•-D t. 1 2":EXPANSION JOINT.:6R END
' 1 OF WALL, AS .00CURS
K, EYNOTES
KEYNOTE NOTES
MASONRY
(f'M=1500 P51),
I. .HOOK LENGTH INCLUDES BEND A. 'CONCRETE LAP LENGTHS; BASED
HOOK
RADIUS ANO:EXTENSION ON AC► -318-11, SECTION 12.2.3
LAP FOR TOP
WITH.: CLASS B LAP SPLICE PER
SIZE
TOP BARS,ARF TRANSVERSE TOP 12.15 FOR' NORMAL WEIGHT
LAP
BARS SO PLACEDNAT 12":OR CONCRETE AND UNCOATED .BARS
LAP
MORE OF FRESH CONCRETE IS
:(D
CAST IN MEMBER BELOW SPUCE 8. MASONRY LAP LENGTHS PER CBC,
(D*
SECTION 2107 & 2108
.VERT
PLAN
C. LAP LENGTHS BASED OFF OF
ALLOWABLE STRESS OF
REINFORCING OF F(=60 KSI
O
TYPICAL :REINFORCING LAP SCHEDULE
lYP .NO.SCALE
i KEYNOTES
PT ROD SPACING 8177
MAX
f NOT -TO' E)(m 4•-D t. 1 2":EXPANSION JOINT.:6R END
' 1 OF WALL, AS .00CURS
K, EYNOTES
CONCRETE (F'C=25OO PSI)
MASONRY
(f'M=1500 P51),
BAR
HOOK
. —
LAP FOR TOP
DIFFERENT ELEVATIONS;
SIZE
LENGTH
LAP
BARS
LAP
:(D
B: HORIZ BENT REINF .PER
(D*
THIS DETAIL NOT REQUIRED
.VERT
PLAN
AT FENCE WALL HORIZ
REINF, INCLUDING FENCE
J4
7'44
WALLS
C. 'PROVIDE HO Z BENT REINF
PER NOTE 2 AT.FOOTING
INTERSECTIO SIMILAR: TO
O
TYPICAL :REINFORCING LAP SCHEDULE
lYP .NO.SCALE
i KEYNOTES
PT ROD SPACING 8177
MAX
f NOT -TO' E)(m 4•-D t. 1 2":EXPANSION JOINT.:6R END
' 1 OF WALL, AS .00CURS
K, EYNOTES
NOTES
I. CORNER BARS TO.M4ATCH
A, WHEHORIZ WALL. REINF
SIZE AND SPACE OF
PER(I)NOTE OCCURS AT
.HORIZ REINF IN WALL
DIFFERENT ELEVATIONS;
PROVIDE BENT REINF PER..
3: LAP LENGTH PER,TYPICAL
NOTE•.�.AT EA,HORIZ BAR
REINF LAP SCHEDULE
B: HORIZ BENT REINF .PER
3. WALL REINF PER
THIS DETAIL NOT REQUIRED
.VERT
PLAN
AT FENCE WALL HORIZ
REINF, INCLUDING FENCE
WALLS ATOP RETAINING
WALLS
C. 'PROVIDE HO Z BENT REINF
PER NOTE 2 AT.FOOTING
INTERSECTIO SIMILAR: TO
s
R I M R 0 0 K E NG INEEF2114E3
PI RUL).l
-9030,W. CHEYENNE, AVE„ STE210
LAS VEGAS; NV 89128
PI1:.702-838-5311
PROTO-11 WALL
t
SPACING
2,
TYPICAL WAIL PT ROD EACH
2
3 •
SIDE OF JOINT
VERT RONF W/ STO HOOK
iBEDDED 5" MIN INTO. FOOTING.
SOUP GROUT REINF.CELL W/
j
u� QR -8" MAX HIGH MORTAR
r �
IYPE'1
fv
NOTES
u
j a
PT ROD 1"�0 1=.0« RSP Oa »
A.
VERTICAL EXPAJo1MS:AT
IiSb SPACING PER GSN
4
<{ SPG .'MAX
Ag `—SPACC(NG .�
'
8.
"TYPE .I" OR "TYPE IrIAAY BE
USED AT CONTRACTOR'S OPTION.
<
�
UNO
C.
HORIZONTAL REINF SHALL NOT'
2
I
RUN CONT
>
L4
.PLAN - TYPICAL PROTO I) CONTROL JOINT
iIYA• mn• CrAIC
0
d
N:
Z.
LI]. PLAN CHECK Q3 -Q -IT,
REV N - DESCRIPTION DATE
I z
k�w• �Y)g'' 1
P.I.T1. 1,r..
r.-;, TE
PROJECT. PROTO II STANDARD
WINI) EXPOSURE CAT
LA QUINTA, CA
TrrLF. TYP DETAILS
PROTO-IITM WALL SYSTEMS
41800 CASCADES COURT ATTN-GARY Ol
TEMECULA CA 97591 PHI/ 7951) 684.3'
WWW.PRO`f02.COM garyoldlo@proloiLf
:S. PATENYE06704921.&6.431.797 &1,MAX &'8637048 TA4
TEMS'MAY,ONLY BE. INSTALLED BY APPROVED AND f
KEYNOTES.
I. TRANS TOP REIAIF PER PLAN
2 CONT.RETNF PER PIAN
-- TYPLCAL TRANS TOP REINF
14i j �sr
((i(y
F
o: 1— m,.
No'. £69616
.EXP, 6%30/1.8:
'7 P
� 9TFpfi CAI-\F��� E
.4
03-07-17
9
R I M R 0 0 K E NG INEEF2114E3
�.,.�.,
-9030,W. CHEYENNE, AVE„ STE210
LAS VEGAS; NV 89128
PI1:.702-838-5311
PROTO-11 WALL
I z
k�w• �Y)g'' 1
P.I.T1. 1,r..
r.-;, TE
PROJECT. PROTO II STANDARD
WINI) EXPOSURE CAT
LA QUINTA, CA
TrrLF. TYP DETAILS
PROTO-IITM WALL SYSTEMS
41800 CASCADES COURT ATTN-GARY Ol
TEMECULA CA 97591 PHI/ 7951) 684.3'
WWW.PRO`f02.COM garyoldlo@proloiLf
:S. PATENYE06704921.&6.431.797 &1,MAX &'8637048 TA4
TEMS'MAY,ONLY BE. INSTALLED BY APPROVED AND f
KEYNOTES.
I. TRANS TOP REIAIF PER PLAN
2 CONT.RETNF PER PIAN
-- TYPLCAL TRANS TOP REINF
14i j �sr
((i(y
F
o: 1— m,.
No'. £69616
.EXP, 6%30/1.8:
'7 P
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.4
03-07-17
9
3
KEYNOTT.�
I. POST TENSION ROD
2. NUT
3. DTI
4. BEARING TOP PLATE
5. .COLLAPSIBLE TABS
PROTO-11 . 6. .MIN TENSION T0. BE 6,000 LBS LOAD
AND CONFIRMED BY ONE OF TWO
METHODS. PER NVES 'B" AND 'C"
BELOW
,PLAN 311
7. AFTER TENSION INSPECTION, PLACE
MORTAR MOUND OVER THE TOP OF
QI 2 ROD/PLATE/NUT LOCATION BLOCK
r'
B. OPT CAP BLOCK
i 9. REINFORCING HORIZONTAL JOINT
.REINFORCING RER'GSN
Q 10. CENTER WEB.OR END FACE SHELL BELOW
1 11. -STEEL PLATE SIZES:
A 4� PROTO II: WWW
8. 4 SLUMP PRD 0 T- 1/4x2 -1/2"x6"
6 C. 6" PROTO-11 1 f 4x4-1 2"x6"
D. 6" SLUMP PRO 0 Ii: 1/ x46"
E .8" PROTO-IP 1//4-.x6 i14na
STEEL PLATE To BE PL(+CED nT THE
SECTION EDGE OF THE CEII SO THAT THE PLATE
BEARS FULLY ON.THREE SIDES
Y 12. DO NOT USE BOND BEAM BLOCK AT
/ 7 BEARING PLATE LOCATIONS
A. PROTO-A DTI TO BE USED AT EACH
1,2 TENSION ROD; . TABS FACING . UP AGAINST
BOTTOM OF 1/2" NUT AND TABS
COLLAPSED TO ACHIEVE TENSION (NO
LIGHT PASSES BETWEEN BOT OF UT AND
DTI)
B. .AS ALTERNATE TO VISUAL INSPECTION OF'
'.TABS, INSPECTION OF. NUT TORQUE MAY
BE ACHIEVED BY USE OF CALIBRATED
TORQUE 41RENCH. TORQUE NUTS TO 55
FT -LBS. DTI STILL MUST BE PLACED ON
ROD IS USING: TORQUE VIRENCH METHOD.
SEE 'GSN FOR. ADD'L INFO
X ' C. DEPUIYINSPECTOR SHALL PERFORM A-
1' - 14 VISUAL INSPECT[ TO CONFIRM THE DTI
IS COLLAPSED W NO LIGHT LEAKS
Q BETWEEN THE i AND BOTTOM OF NUT'
LL
7 D0 INSTALLER MUST HAVE SPECIAL
INSPECTION OF TENSIONING PERFORMED
PERFORMED BY ONE. OF THE TWO
METHODS NOTED ABOVE. SPECIAL
1M PIANINSPECTOR. TO PROVIDE A COMPLETED .
REPORT TO LISTED PARTIES (SEE NOTE.4
UNDER GENERAL REQUIREMENTS OF GSN)
0_TYPICAL :TOP OF..PROTO II .WALL
TYP NO SCALE
` g: RIMR
j!! 80301(
KEYINOTTS
NOTES
1. MIN FINISHED BEND. DIA FOR.ALL
A ".d" = BARDIA
REINFORCING EXCEPT STIRRUPS
ANQ TIES PER THE FOLLOWING:.
B. ALL REINF SHALL BE
6"d FOR AND S�ALLER
BENT COLD UNO ON
18
8'd" FOR 9 THRU 11
PLANS OR DETAILS
12"d' FOR,11'4 AND #18
C. :REINF PARTIALLY
2. 6R #5 AND SMALL) R
.
EMBEDDED IN CONCRETE
T2 d, FOR #6 THROUGH #8
SHALL NOT BE'FIELO
BENT .LINO ON PLANS:OR
1. MIN FINISHED BEND :DIA FOR
DETAILS
.STIRRUPS AND TIES ONLY
4"d" FOR 5 AND SMALLER
.6"d" FOR 16 THRU :g8
d2.
STIRRUP AND TIE HOOKS OFFSET
Q• .TYP 2. ,T '
MIN
N 1
ALL.OTHER REINFORCING.
n TYPICAL BEND IN REINFORCING
SCALE
OFLA
Y STA
SAFE T
DEPT;
TIONCOiV�STRUC._ L)
r
Y:.a)
QRpFES
PROJECT: PROTO 11 STANDARD PLANS --- ti4' D �
WIND EXPOSURE CAT 110 MPH
LA QUINT CA
,_ ? m
LANCIIECIC 03-07.17 � •. _.... •
DESCRIPTION' DATE' TOLE. TYP DETAILS. OG NO. 0961 6
EXP.- ; 6/30/18:.
PROT0716 WALL SYSTEMS onTE:D2-oli-n sJ C1 VIS-
1 CC KE� EM N G` 41800 CASCADES COURT ATTN: GARY OTTO PROJ No..,$TO 9Jz` or I10�\'P•.
CHEYENNE AVE,STE2t0 TEMECULA CA 92591 PFNJI951)694.3793, SHEET SQ.5 CAI
SVEGAS,NV89129 WWW.PROY02.COM geryottoQproto11.COM
PH -702-838.5311 UB.PATENiE067Pi,p2i, p_8 X71787 d.T 788453 flC63 U1B •718�8)067�0f 1B7 - �ii�o�`��,
PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS 3
.
i
o
d
H ..
t1 � Q PLHNCHECI( 03-07.-17
F REV DESCRIPTION DATE
I o RIMRCCKENGI,NEErRING
5 .9030 W, CHEYN -AVE SJE:210
�c LA AVEGA5 8Y8Q129-
:..` P.FI: 702 038 6311 .. ,.
MAX
NOTES.
5.
3/4' OPEN GRADED GRAVEL
A. 'REFER-TO-GSN AND TYPICAL
REFAINF.D
MIN, FTG
MIN FTG :
TRANS TOP ROW
CONT' BARS
VERT REINF AT
CONT REINF'11
HEIGHT
WIDTH
'THICK
IN .FTG
IN FTG,
8'. CMU
BOND. 8EAM
B" NU
SURCHARGED OR USEO:IN.;A'
�
0; .:.
03
SPECTITi FNS-PECTII
fi. OF MASONRY RE OUIREO. FORNIALLS BELOW-
ALTERNATE: PROVIDE 2" DIA
NOT 'BE, FLO.OD SURCHARGED,.
(SEE -NOTE 4
UNDER GENERAL REQUIREMENTS.OF.:GSN)
EXCEPT AS NOTED
WEEPERS :IN LIEU OF
AT; 48" o.c..
#4 AT 32° o C.
(W4
CONC jO RECESS.1/2' MIN
#4 AT. 484'0.c. 1. (4) #4
.04'AT 24' O.C.
3/4" MAX
XEYN
NOTES.
5.
3/4' OPEN GRADED GRAVEL
A. 'REFER-TO-GSN AND TYPICAL
BACKFILL.
DETAILS FOR ADDITIONAL
__
41800 CASCADES COURT ATTN: GARY OTTO
REQUIREMENTS AND. ITEMS
6.
;SDR 35 4"' DIA PERFORATED PIPE;
:SHOWN BUT NOT NOTED
- - -
W[ 17 -MIN. GRADIENT'TO
APPROVED. OUTLET
8. RETAINING WALL SHALL NOT.:BE.
SURCHARGED OR USEO:IN.;A'
7.
GEOFARRIC. WRAP'
STACKED CONFIGURATION, EXCEPT'
AS NOTED. FENCE WALL. SHALL.
8:
ALTERNATE: PROVIDE 2" DIA
NOT 'BE, FLO.OD SURCHARGED,.
HOLE'AT 6'-O' O.Cj0R.
EXCEPT AS NOTED
WEEPERS :IN LIEU OF
PERFORATED' PIPE
C. PUKE FI$S ALOCK INTO WET
CONC jO RECESS.1/2' MIN
9'
r MORTAR"COVER AROUND
3/4" MAX
COUPLER AND/OR POST
D.
TENSIONED. ROD AT f1RST COURSE
REFER.TO SOILS, RWM,. AS;.
OCCURS,"FOR DRAINAGE REO'S
10,
POST TENSION:ROD 6!-r-
ILO THAT MOWN
O.C. W/ 18" MIN EMBEDMENT
INTO SbLIO. GROUTED CELLS
It.
1/4"xl`z2" EMBED. PLATE M/
I/2`NUT PLATE ANDD'
ABOVE .
OR
10�jNSEMED��OOF
E
P?pO
12.
C(JUPLER_ IF: PARTIAL 'HEIGHT ROD
,IS USED. IN LIEU OF FULL HEIGHT
.:ROD. • .
HORIZONTAL:JOINT REINFORCING
=
_
PER. CSN. PLACE'IIRST 91'10.,• ice`
inhrtc utt-nur ' .viactni�
14. REFER TO TRANS
:mpETAIL.:FOR1 f D +
HOOK.I4 TRANS TOP BAR � „ �i
l"fi1J TION,
WIND EXPOSURE C AT 140 MPH:
LA CIUINTA, IN. .. ..
TfT1E: TYPICAL DETAILS
PROTO-16 WALL-SYSTEMS°ATE
__
41800 CASCADES COURT ATTN: GARY OTTO
PROD No.:.:5TD
TEMECULA CA 92591 PH7! (951) 694-3793
WWW.PR0T02.COM, paryotoQprotoi.COM
SHEET: I
(+
.S, PATEN7E059 821. 8.491;797 A7188AS3'80832 4P 7.454,BY0;87. 81A07
TERS;MAY ONLY BEINSTALLEDDYAPPROVED AND CERTIFIED INSTALLERS
- - -
NO. C696.16
EXP. ..6/30/18„
a 61 V I L . a\Q
03707,=17
LEGEND
PROPERTY LINE
— — — — — — — — PUBLIC UTILITY EASEMENT
— — — — RIGHT—OF-WAY (R/W)
WATER MAIN
— — — —S — SEWER MAIN
GARDEN WALL
RETAININGMALL
WALL
TOP OF SLOPE
�we TOE OF SLOPE
.X
0
Q
S
AIR CONDITIONING PAD
CONCRETE- STOOP
SIDE -YARD GATE
V t
FIRE HYDRANT
WATER METER
A CONSULTING, INC. LENNAR / GRIFf IN RANCH NOVEMBER 2017
■ CWm ExOgmmmo-a Leat Smvnwo
1VUtWOB-OPE bME . �� . CA ATO TRACT NO. 32879
B°�' 09au' FAX n6o> 32-4-7M LOT 231 - 81-255 Thunder Gulch Way LOT 0, S
LENNAR LA OUINTA, RIVERSIDE COUNTY, CALIFORNIA
980 MONTECITO DRIVE
CORONA, CA 92879 SCALE 1'=30'
(951) 817-3663