BWFE2017-021978-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
WALL/FENCE/CITY STANDARD/PRE-APPROVED
BW FE2017-0219
81340 THUNDER GULCH WY
767790066
GRIFFIN RANCH / BLOCK
$1,000.00
Applicant:
LENNAR HOMES -SHELLY JORDAN
980 MONTECITO DR STE 300
CORONA, CA 92879
DEC 14 2017
- -�I
CITE' OF LA QUINTA
COMMUNITY DEVELOPMENTOEPARMENT
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
Lender's
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 MONTECITODR STE 300
CORONA, CA 92879
(951)817-3526
Llc. No.: AEC674
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one cf 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 perfornance 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 2700 of the Labor Code, I shall forthwith
comply with those provisions.
Date: cJ 1 ! _ 1 Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE 15 UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,0®). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNO`VLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on thi! application.
1. Each person upon whose behalf this appli•:ation 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 ssuance of such permit, or cessation of
work for 180 days will subject permit to cancel ation.
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 representa:ives of this city to enter upon the
above-mentioned property for inspection purposes.
Date:/C11_/ q _LL Signature (Applicant or Agent)
i
Application Number: BWFE2017-0219
Property Address: 81340 THUNDER GULCH WY
APN: 767790066
Application Description: GRIFFIN RANCH / BLOCK WALL / LOT 227
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 92656
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 92879
(951)817-3526
LIC. No.: AEC674
-
--------------------------------------------------------------------------------------------
Detail: 115 LF OF 5' RETAINING WALL [PROTOTYPE 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 UNFORMA710N.
DESCRIPTION ACCOUNT
QTY
AMOUNT
RETAINING/COMBINATION WALL EA 50LF 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 AOMINISTRATIO:N 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
502-000043611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
0
wad LEGEND
ri4uND,, GULCH
_rj -
_4i
PROPERTY LINE
PUBLIC -UTILITY'
EASEMENT
RIGHT-OF-WAY (R/W
WATER MAIN.
SEWER MAIN
OARDtN WALL
RETAINING 'WALL
=TIP
SOP OF SLOPE
TOE OF SLOPE
INIR CONDITIONI.NO.'PAD
L07 920 CONCRETE STOOP*
PE 0M4) SIDEYARD GATE
.0 FIRE HYDRANT
WATER METER
SEWER. LATERAL
8t SAF` Fy 1
PR:
0 1
C NsTpuoL jj,
MSA CONSULTING, INC. LENNAR / GRIFFIN RANCH
OCTOBER 10117
PL%mm m Crm EmmmuNo w LAND 9U&Z6a
D 34200 RM Mois Dun a P-WCM M"cm N Ck =70 TRACT NCL_ 77-9 LOT AREA'S Tai�Rpnm C766) 320.9ida'FAX (760)•3234843 LOT 227 - 81-340 Thunder Gulah. W'
ay 19;8622 SF
1ENNAR LA OUINTA'RIVERSIDE
COUNTY, CALIFORNIA..
980. MONTECITO, DRIVE
CORONA, CA 92879 SCALE 1-'1.30'
;(951) 817-3663. rr
1. BUILDING CODE. 'CALIFORNIA BUILDING CODE .2016 1., SITE' PREPARATION, AND GRADING' REQUIREMENTS 4: REFER TO LAP. SCHEDULE FOR MINIMUM D.C.
FROM THE CEOTEtHNICAL., REPORT AND ANY SPACING, LAP.S,1100L UNG1115 IN CONCRETE AND
'2 : SOIL PARAMETERS: ADDENDA ALONG W/ ANY TESTS, INSPECTIONS, MASONRY AND, HOOK'.LENIGTNS: NO .WELDING_( TACK;
84
�ACTIVE PRESSURE .__jd,P& FIELD OBSERVATIONS,'.OR APPROVAL FROM.'THE 51?OT:FTC) .�OF...RFJNFORCIHC:ALLOIVED. STA ' R
SOIL WEIGHT. .;.120 RCF
GEOTECHNICAL-ENGINEER
L. -ENGINEER RECOMMENDED BY THE - SPLICES A4[#k�qWOP'10) IAP LENGTH.
SOIL BEARING PRESSURE. 1500IPSF GEOTECHNICALREPORT SHALL BE '
COMPLETED PRIOR
PASSIVE PRESSURE 150 PCF TO CONSTRUCTION Of FOUNDATIONS. IF NO 5. ALL REINFORCEMENT SMALL BEBENT COLD..NO
FRICTION:COEFFICIENT ;GEOTECHNICAL REPORT.IS 'SUBMITTED SITE - FiaD.BENDING. OF' BARS ALLOWED UNLESS.
PREPARATION AND GRAING SHALL.,&! PER COP' APPROVED* BY THE. ENGINEER:
3 SETS. 16 DESIGN: 'SECTION 1804.
'D SUPPORT. :REINFORCEMENT ADEQUATELY TO SECUR
SS(O.2: SECOND) ...............
S desiq� 2 -Z WIIN THE TIME CONSTRUCTION AND`WIIN THE REINFORCEMENT. AGAINST: DISPLACEMENT DURING.
f LIFETIME OF THE WALL,. THCOWNER. MUST "ENSURE CONCRETE PLACEMENT IN THE'FOOTIRG AND. GROUT
S 0- ' S CO�
�O ONG, .. ........ l'.*O;*6OO PLACEMENT IN THE CMU.
D, THAT ALL �,,SURFICIAL DRAINACE15 DIRECTED'AWAY-
C FROM, THE WALL SYSTEM -
IT LAS
CONCRETE INCLUDES: FOOTING STEEL LOCATION �T GROUTED CELLS AT. -ALL WALL, INTERSECTIONS,
7., PROVIDE VERTICAL REINFORONGBARS. ly HOOKS
DS ((SHORT
P R 61) :600
DI SECOND
E 0 P
S C No ER I
-S-EIS IC OESI�N CAT 3. FOUNDATION INSPECTION PRIOR 'TO PLACEMENT OF INTO. FOOTING PER APPLICABLE DETAIL S CTION, IN
4, VflNO DESIGN: GRACE.- AND SIZE (, DEPTH: AND CLEANLINESS0 GROUTED
ENDS, AND EACH SIDE OF:
WIND SPEED.... � ........... I l0 MPH FOON_ ADDITIONAL SPECIAL INSPECTION AS CONTROL JOINTS. EXTEND.ALL VERTICAL'.'
RISK CATEGORY I REQUIRED -BY - JURISDICTION. REINFORCING, TO FOUNDATION EITHER. CONTINUOUS'
EXTERIOR PREssb`Olt C6&idff` 1:4
OR WITH SUFFICIENT LAP REQUIREMENTS,AS'
WIND EXPOSURE;..;c 4; FOOTING SHALL. BE: LEVEL. STEP FOOTING As INDICATED�'PER:APPLICABLE DETAIL SECTIONS.
RED 0, 'WHERE GROUND SLOPES. HEIGHT OF STEP
.5, 'FOUNDATION DESIGN AND SOIL PARAMETERS PER SHALL� BE.fOUAL TO:HEIGHT ,OF CMU. COURSE. 8. HORIZONTAL REINFORCING ;:SHALL BE, -9 GAGE
MINIMUM RECOMMENDATIONS; OF APPLICABLE DIAMETER WIRE AND CONFORM , WASTM A82
BUILDING CODE. CLASS OF SOIL ON SITE .IS COC LADDER IYPE.-, 9. GAGE - DIAM[Ml. LAP 'JOINT
CLASSIFIED AS SW SP, GW, OR GP. LOAD "BEARING. REINFORCING *014t FULEXROSS SO(Wr-'(6
9 VALUES ARE PER CBC TABLE 18082 1. MINIMUM 2B DAY 60MOBSk STRENGTH OF-MINIMU),j.lAP),`.lfORIZONTAl REINF SIUBE
CONCRETE (FCA SHALL BE 2500 PSL CONCRETE HOT�-qPVEb GALVANIZED QR APPROVED
OVED EQUIVALENT.
,l GENERAL REQUIREMENTS'MIX SHALL. ESIGNEDBY AN APPROVED
LABORATORY. CONCRETE SHALL<8ENORMAL WEIGHT CONVENTIONAL MASONRY
i. :-
THESE DOCUMENTS HAVE BEEN PREPARED USING . % � -�.
STANDARDS OF :PROOF 145 PGF ROCK AGGREGATES
:PROFESSIONAL CARE AND.7SKILL - , CONFORMING TO C3j
ASTM . 1HOLLOW; NORMALWEIGHT LOAD 8EARtN6 PRECISION
:ORDINARILY -EXERCISED UNDER SIMILAR CONDITIONS CONCRETE MASONRY UNITS (CMU SHALL CONFORM.
i,g BY PROFESSIONAL. CONSULTANTS. PRACTICING IWTHE 2. �MAXIMUM 1 SLUMP SHALL 'BE 5 INCHES. WATER SHALE hSNE STRENGIlf
31 sAML:.nELD AT THESAME TIME IN*Tf4E;ISAME OR' BE: CLEAN AND POTABLE. OF; CMU. SK61-L BE,2000. 2000. PSI. ALL BLOCKS SHALL
SIMILAR. LOCALITY. THEY. ASSUME THAT'THIE WORK: BE.'PLACED IN RUNNING BOND %CONSTRUCTION,. LINO
9 DEPICTED WILL" 8E PERFORMED BY AN EXPERIENCED :3. WISE TYPE V PORTLAND, CEMENT, AS REO'D BY ALL -VERTICAL CELLS IN ALIGNMENT.
l? CONTRACTOR ANO/OR: WORKMEN WHO HAVE .A WORKING KNOWLEDGE OF THE APPLICABLE CODE OWNER, JURISDICTION, OR SOILS ENGINEER,
MFORMING TO ASTM C150 2. GROUT SHALL CONFORM TO ASTM C476...MINIMUM
STANDARDS. AND. REQUIREMENTS AZ'INDUSTRYGROUT COMPRESSiVE..STRENGTH EQUALS OR
3 ACCEPTED -STANDARD 'GOOD PRACTICE AS NOT 4. A MAXIMUM OF MINUTES- MAY ELAPSE
PSE BETWEEN EXCEEDS .rm BUT NOT LESS THAN 2000 PSL HOLD
L EVERY CONDITION OR EUD04T IS '.(OR CAN 80 CONCRETE'
( NCE R TE D/OR. . GROUT BATCHING-, AND FIELD. OF DOWN BELOW TOP - BLOCK AT..
wa EXPLICITLY. SHOWN ONjHESE.DRAlVINGS,.THE .
)
PLACEMENT.
GROUT LIFT JOINT8,
, '
CONTRACTOR SHALL USE INOL15M ACCEPTED
STANDAR6. GOOD'PRACTICE FOR MISCELLANEOUS :5. CONCRETE'*OUAUr WilkG, 4FAMOR 'PROTECTION 1. MOOR SHALL CONFORM TO ASTM t270 & CBC
.
WORK NOT'EXPLIOTLY -SHOWN. AND PLACING SHALL CONFORM TO COC SECTION 2103 TYPE S- 2000 P
51 MINMORTAR MUST' HE A
... 1905. MIN 6F 4 HOURS OLDPRIO R TO INITIAL,
2,. ENGINEER SHALL NOT AT ANY THAEUPERVISE, TENSIONING,
2i AlOrtT OR HAVE rAMMni MR CONTRACTOIYS
0z 5, ALTHOUGH, NOT NECESSARILY, INDICATED AT A
ISPECIFIC'LOCAITON ON THE DRAWINGS: TYP DETAILS.
AND NOTES SHALL APPLY. DETAILS.MAY SHOW:ONLY
ONE" SIDE OF CONNECTION OR MAYY-OM11
INFORMATION FOR CLARITY:
6. '.WHERE REFERENCEAS MADE TO VARIOUS TEST
STANDARDS," FOR: MATERIALS- SUCH REFERENCE
SHALL BE THE LATEST EDITION OR ADDENDA;'
m
0
;RETAINING VIALLS.SHALL NOT BE`;SURCHARGED
OR,
USM IN A '.STACKED CONFIGURATION. A
2
0
w.
C,
A
AL..:,
WORK, NOR SHALL ENGINEER- HAVE AUTHORITY OVER
@Com
v4.
NET AREA 4COMPRESSIVE STRENGTH OF MASONRY
CRIPTION
DATE
OR RESPONSIBILITY. FOR THE; MEANS METHODS
1. BACKFILL MATERIAL AND PLACEMENT EME0T SHALL BE 1.4
SHALL BE �(F'M) 2000 P51 MIN. PER .THE UNIT:
ATE: W -06-17F7 77 ),
RQJ No.:. 1)
TECHNIQUES,, SEQU'tk�.' OR:. PkCtOURES
ACCORDANCE WRECOMMENDATIONS' BY THE
?NGINEER'
STRENGTH METHOD.. FOR: POST -TENSIONED MASONRY
CONSTRUCTION SELECTED OR USED BY
GEOTECHNICAL OR CDC SECTION* 1804 IF
RESIGN AND 1500 PSI MIN, PER THE .UNIT ,
o
CONTRACTOR, fOR SECURT[Y'.OR.:SAFETTAT THE
GEOTECHNICAL REPORT NOT SUBMITTED.
STRENGTH -METHOD. FOR CONVENTIONAL MASONRY'
A
SITE NOR -FOR :SAFETYPRECAUTIONSe AND'LACb
PROGRAMS' INCIDENT TO f CONTRACTOR S WORK.
Z BACKFILL SHALL NOIT BE P AGAINST MALLSDESIGN,
-TIL GROW:
BELOW GRADE OR ATOP, FOUNDATIONS UN
S OF
CKNES kD JOINTS SHALL NOT EXCEED S/8
ALL INSPECTIONS REQUIRED BYjIf, LOCAL,: BUILDING
'DEPARTMENTS
'R :
AM CONCRETEHAVE. EACHEDDESIGN:, STRENGTH.
SOLID ALL CONVfN'lRONALLY REINFORCED,
AND BUILDING.CODES SHALLBE6
'NOT
GROUT
o
PROVIDED BY THE BUILDING DEPARTMEML
.3. RETAINING WALLSYSTEMIS OE�GNEO`10
:CELLS BELOW GRADE..
4.
PROVIDE SPECIAL INSPECTION AS RE6000, 6
PLANS &�REOUIREO BYTHE BUILDING DEPARTMENT,
WITHSTAND PRESSURE. DRAINAGE'
HYDROSTATIC
SYSIEM,'SHALL BE PROVIDED TO PREVENT BUILD* UP
OF. HYDROSTATIC PRESSURE._ N, ADDITION. DRAINAGE
7-
MAWNINCQNSTRQCTIOI.. INCLUDING BUT NOT
LIME ERECTION.'
0z 5, ALTHOUGH, NOT NECESSARILY, INDICATED AT A
ISPECIFIC'LOCAITON ON THE DRAWINGS: TYP DETAILS.
AND NOTES SHALL APPLY. DETAILS.MAY SHOW:ONLY
ONE" SIDE OF CONNECTION OR MAYY-OM11
INFORMATION FOR CLARITY:
6. '.WHERE REFERENCEAS MADE TO VARIOUS TEST
STANDARDS," FOR: MATERIALS- SUCH REFERENCE
SHALL BE THE LATEST EDITION OR ADDENDA;'
m
0
;RETAINING VIALLS.SHALL NOT BE`;SURCHARGED
OR,
USM IN A '.STACKED CONFIGURATION. A
2
0
w.
C,
A
AEINFORCIN
Ii REINFORCING STEEL:SHALL 000..
. 5 WEkDABLE, a
A61 . .. :REINFORCING G* E'
CONFORM :TO ASTM A100. R. FO 0
GRADE 60..
2. LATEST ACI DETAILING MANUALeA. 3
MANUAL OF Sl Pi
REINFORCEMENT'$PLigNG, DETAIL
PLACEMENT.'
3, REFER TO TYPICAL WALL. IWERSEC1101
REINFORCING REQUIREMENTS AT WALL
INTERSECTIONS.
.-PROT011 STANDARD PLAN
'WIND EXPOSURE CAT 110 MF
-TiTLF-. GENERAL STRUCTURAL NOTES
L
Okotbdlmi WALL SYSTEMS .
AND
W, SOIL PER
Y
L. ��Mly GAW _ BE USED AT
CC) N'S.Tpu
.
AND
AL..:,
INCA`
PLAN CHECK.
03-0747
CRIPTION
DATE
Iv—Z>
RlMR0.bKENGl.NEE:t,ll - 'kCO3
9030 W. CHEYENNE AVE., STE.210
LAS VEGAS NV 89129
PH:.702-836-5311.' .1
AEINFORCIN
Ii REINFORCING STEEL:SHALL 000..
. 5 WEkDABLE, a
A61 . .. :REINFORCING G* E'
CONFORM :TO ASTM A100. R. FO 0
GRADE 60..
2. LATEST ACI DETAILING MANUALeA. 3
MANUAL OF Sl Pi
REINFORCEMENT'$PLigNG, DETAIL
PLACEMENT.'
3, REFER TO TYPICAL WALL. IWERSEC1101
REINFORCING REQUIREMENTS AT WALL
INTERSECTIONS.
.-PROT011 STANDARD PLAN
'WIND EXPOSURE CAT 110 MF
-TiTLF-. GENERAL STRUCTURAL NOTES
L
Okotbdlmi WALL SYSTEMS .
AND
W, SOIL PER
Y
L. ��Mly GAW _ BE USED AT
CC) N'S.Tpu
.
AND
AL..:,
INCA`
U4 JFK �2
No.. -C69616
-EXP. 6/30/18,
tP,
clvl4
OF _c
ATE: W -06-17F7 77 ),
RQJ No.:. 1)
HEET.ST2
S0,2
:RS'
1 d
OLD PRIOR TO FINAL TENSIONING:
Ad"
AMERICAN:CONCRETE, INSTITUTE
1.
PROTO 11 HARDWARE IS DEFINED, AS: TENSION RODS,
$TEEL'CONSIRUCIION
PLANCHECK'
BEARING 'PLATES COUPLERS; NUTS, ALL THREADS,
REV 4
_7E SbRIPTION.-
DTI, � PLASTIC SADDLES. -ALIL OF THIS. HARDWARE
ALTERNATE
ASTM
SHALL BE SUPPLIED BY ,ONLY AN. APPROVED - PROTO
AND MATERIAL .
q
11 LICENSEE TO' THE CERTIFIED INST LER POST
CALIFORNIA 8UfLDINP,CODE-
CL,
TENSION'ROOS: 90ALL, BEJ/1'67 'ID ETERVl/ 1/2'
CLR
CLEAR
ROLL: THREADS '000110MI10 10 A% :40
-IM A60
CONCRETE MASONRY UNIT
CONC
4F
KSI).AND HAVCDECL. CHEMISTRY SO. THAT! 0 DING
-CONT
CONTINUOUS
AN -THREADING4CAN B."ACCOMPLIS10) W/OUT
TO THE 491011 ROD- AREA W'.
DIAMETER
D11
DAMAGE
TENSION ROD= -1503 SO IN.'BEARING -PLATES ARE
EQ
EQUAL
WTHICK '(F* '50 KSI); SEE DETAIL TYPICAL TOP
PPROTO 11 KUFOR WIDTHS. 1/2' COUPLERS
EACH WAY
R
SHALL BE PER ASTWA563 GRADE A. AND ::THE *.
FTG
FOOTING
COUPLER: NUT. MUST FULLY ENGAGE THE -UPPER
GENERAL*STRUCTURAL.NOTES
HORR
AND COWER ROD' FULLY ENGAGED AS DEFINED AS
ICC
INTERNATIONAL CODE *COUNCIL
1/2' MIN INTO COUPLER. - 1/2": NUTS. ARE .10 BE,
..
INFORMATION
INFO
GRADE, B; PER ASTM A325, 11/2" ALL. THREADS PER
K
KIP, (1000.LBS).,
e -ASTM A307, GRADE 60: DTI, IS MFR'D ASTM. F959..
KIPS PER SQUARE. INCH
PLASTIC. REBAR,SADDLFS ARF NW -STRUCTURAL.
MFR
2.
PROVIDE CONT 'FULL HEIGHT RODS W/ MIN OF '3"
MAXIMLIM.
MIN
� 1(.12" NUT � AfEND OF .TENSION ROD
NTO FOOTING P R APPLICABLE DETAIL SECTION AND
INTO FOOTING
misc
MISCELLANEOUS
AT CONTROL JOINTS !PER. TYP 'DEFAIL.AT
NOT 10'SCALE
'O.C.,
.
:CONTRACTOR'S OPTION ROOS.*MAY ;BE .STABBED, INTO:.
PIF
POUNDS PER .�.LINEARJOOT
WET CONCRETE OR'TIEDANT0 PLACE,
POUNDS PER: SQUARE FOOT
3..IN,
UlUff"FULL HEIGHT RODS, CONTRACTOR MAY
Z
REINFORCING
USE SHORTER RODS, 1/0, COWERS AND
REQUIRED
Sim
'STRAIGHT RODS. THREADED BOTH ENDS F0,
SPEC
SPECIFICATION
ADDITIONAL.UFFS. NO COUPLERS WY OCCUR
SQUARE
STD
DIRECTLY BELOWAND. IN CONTACT W/ THE BEARING
T&B
TOP AND BOTTOM
PLATE. NO, BOND BEAMIBLOCK MAY HE USED AT
TRANS
PLATE/TENSION COCOON..
<
k
A PROTO 11,011.SHALL BE INSTALLED .AT EVERY
g
VERT
TENSION ROO'BEIVIEEN THE BEARING -PLATE AND
-TABS'
NUT W/ THE OTT FACING UP AGAINST THE
IWTHOUT
BOTTOM .OF THE NUT.. THE SPECIAL • DEPUTY
INSPECTION REOUIREIDAT TIME. OF FINAL.
IONING BY A � DEPUTY INSPECTOR. SHALL VERIFY
TENSIONING
FINAL TENSIONING TO 6,000 -LBS BY -1 OF. 2
METHODS; -METHOD l.:VISUAL INSPECTION OF Oil;
TABS FACING. UP AND. COLLAPSED. AGAINST NUT W
NO * LIGHT LEAKAGE BETWEEN THE PROTO 11 DTI AviD
BOTTOM. OF,. NUT.. METHOD 2: USE OF A CALIBRATED
TOROLIE:WRENCH TORQUED. TO 55 FT -LBS. (011
_WN'METHOD
MUST.STILLBE- PLACED 2. NO VISUAL
INSPECTION OF.DTl REQUIRED WHEN USING -METHOD
2). INSPECTOR SHALL OBSERVE THE USE OF
THREAD LUBRICANT, THE POSITION OF.PLATE,.ON
BLOCK , AND INTEGRITY OF MORTAR JOINTS. IN
ADDITION THE :INSTALLER SHALL PROVIDE A, SIGNED
REPORT 'f0ALL APPROPRIATE PARTIES.- PROTO -11
.'MASONRY DESIGN. IS WED ON. THIS SPECIAL
8
INSPECTION;
5.,
VERTICAL CONTROL JOINTS TO LIE PLACED AT:MAX
Z7T0" 0 'C. IN ALL NON'-STUCCOEDIALLS'AND.'
;20'-O":0.C..�IN STUCCOED WALLS W/ CLEAN
'ALL 'MATERIALS:
VERTICAL BREAK`OF
1 1z
6.
CONCRETEAT FOOTING SWILL BE A MIN OF 48.
HOURS OLD, CMU BLOCK SHALL BE A. MIN OF 7
DAYS OLD,, & MORTAR SHALL BE 'A MIN OF 24 ARS
1 d
OLD PRIOR TO FINAL TENSIONING:
SWARD ABBREVIATIONS
Ad"
AMERICAN:CONCRETE, INSTITUTE
AMERICAN OF
$TEEL'CONSIRUCIION
PLANCHECK'
0307-17'
REV 4
_7E SbRIPTION.-
DATE
AT
SWARD ABBREVIATIONS
Ad"
AMERICAN:CONCRETE, INSTITUTE
AMERICAN OF
$TEEL'CONSIRUCIION
ANSI
AMERICAN NATIONAL STANDARDS. INSTITUTE
ARCH
ARCHITECT/ARCHITECTURAL PONS
ALT
ALTERNATE
ASTM
AMERICAN'SabitIY vFOR imod
AND MATERIAL .
q
Cop'
CALIFORNIA 8UfLDINP,CODE-
CL,
CENTERLINE,
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
CONC
CONCRETE .
-CONT
CONTINUOUS
DIA OR 0
DIAMETER
D11
DIRECT TENSION WtOdk:
EQ
EQUAL
01
EACH WAY
R
FOOT
FTG
FOOTING
GSN.
GENERAL*STRUCTURAL.NOTES
HORR
HORIZONTAL
ICC
INTERNATIONAL CODE *COUNCIL
IN
..
INFORMATION
INFO
IN
K
KIP, (1000.LBS).,
KSI
KIPS PER SQUARE. INCH
POUNDS ..,
MFR
MANUFACTURER
MAX.
MAXIMLIM.
MIN
MINIMUM
misc
MISCELLANEOUS
NTS
NOT 10'SCALE
'O.C.,
ON -CENTER
PIF
POUNDS PER .�.LINEARJOOT
PSF
POUNDS PER: SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
REINF,
REINFORCING
RW'D
REQUIRED
Sim
SIMILAR
SPEC
SPECIFICATION
SQ
SQUARE
STD
STANDARD
T&B
TOP AND BOTTOM
THKTHICKNESS
TRANS
WTRANAE
TV.
TYPICAL
UNO
UNLESS NOTED OTHERWISE
VERT
VERTICAL
I LY/0 ,
IWTHOUT
IS I E AL:
By.,
"0
RiOJECr PROTO ll'STANDARD PLANS 4.,
WIND EXPOSURE C AT 110 MPH 47
LAOUINTA,"CA..
'CTJ /30/m.
GENERA STRUCTURAL NOTES (CONT) N6. C69616
A tX0. `6
DATE- 02-0e.17 &P,
PROTOrliTMWALL. SYSTEMS
pp
g. R I M R 0 CKEN 0.1 N EEM N C13 MOO I CASCADES I E 1. S COU - RT ATrN: GARY otrb' PRO.J No.: STD
AVE.,
9 S: TW UfL -3793 [S.�P�EE
030 W. CHEYENNE 20691 -PHUIT 694
NV 8 0
. P dTC !
,1!. STE ]210 C M
L%VEGAS NV 891M 2 garyo protog.COM
p -8§8.5311 u '16il�l QUM & 7188 40,'l 6,GS2.G4kt?.454.A70j & 7.461,407
702 . U. . PATENTE015, .
-PFkbT6-.ilWALL SYSTEMS MA'�ONLY ;btiti!�TALL:tDOY�)kOPAOVEDAND CERTIFIED INS� , Q.3w07-1.7
.KEYNOTE
KEYNOT
AgEs
OAR
1. 1400K LENGIH 'INCLUDES - BOO
A CONCRETE LAP: LENGTHS BASED:
LAP FOR TOP
RADIUS. AND EXTENSION
.
ON ACI 31',841 SECTION 122.3
LENGTH
LAP
WITH.CLASS.8 �AP SPLICE PER
LAP
3. TOP BARS ARE4RANSVERSE TOP
12.15 FOR NORMAL WEIGHT
B. HORIZ BENT REINF PER:
BARS -SO PLACED THAT 12" OR
CONCRETE AND UNCOATED BARS
PLAN
MORE OF FRESH" CONCRETE IS
EMBEDDED :6 Ml INTO FOOTING;
REINF, INCLUDING
:CAST IN MEMBER 'BELOW SPLICE
B. MASONRY LAP LENGTHS.'PER,CBC.
O.i
SECTION 210,7 & 2108
C. PROVIDE., HO IZ BENT REINF
SOLID REINF CELL Vl/
C. UO LENGTHS -BASED OFF OF
INI To
ALLOWABLE STRESS OF
GROU'l'OR 8` MAX HIGH MORTAR
ALIFTS
REINFORCING OFfY40 KSI
.KEYNOTE
CONCRETE _(F -C4500 PSI)
.(F*M=.15O0 PSI)
OAR
HOOK
I NOTE OCCURS' AT
NNT.ELEVATIONS,
LAP FOR TOP
SIZE
LENGTH
LAP
, BARS,
LAP
B. HORIZ BENT REINF PER:
3. VERTWALL REINF PER
s,
PLAN
AT FENCE'WALL HORIZ.
'FENCE
EMBEDDED :6 Ml INTO FOOTING;
REINF, INCLUDING
WALLS ATOP RETAINING
O.i
C. PROVIDE., HO IZ BENT REINF
.KEYNOTE
NOTES
1. 66RINER BARS f6 MATCH,
A, WHER HORIZ WALL REINF
.SIZE 0 SPACE OF'
I NOTE OCCURS' AT
NNT.ELEVATIONS,
HORI[Z'A`NEINF'IN WALL
....
PROVIDE BENT REINF PER
2-., LAP: LENGTH PER -TY.PICAt-
NQTE,<'32�' AT EA HQRIZ W
REINF LAP SCHEDULE
B. HORIZ BENT REINF PER:
3. VERTWALL REINF PER
THIS DETAIL NOT REQUIRED
PLAN
AT FENCE'WALL HORIZ.
'FENCE
EMBEDDED :6 Ml INTO FOOTING;
REINF, INCLUDING
WALLS ATOP RETAINING
WALLS
C. PROVIDE., HO IZ BENT REINF
SOLID REINF CELL Vl/
PER 2 AT FOOTING
;sImItA
INI To
TYPICAL REINFORCING LAP SCHEDULE
\aP,/ NO SCALE kjip�
KEY M
1. EXPANSION.JOINT OR -END
F WALI� 'AS: OCCURS
2. !*PICAL WALL P! ROD EACH,
'PROJECT; FROTO 11 STANDARD PLANS(
WIND . EXPOSURE C AT110MPI
I LA QUINTX OA
PLAN CHECK Q3-07•.-17.. .
TITLE- -TYP DETAILS
REV 1) bESCkl"ON UATE
PROT0-16 WALL SYSTEMS
ES'C
RlMRbcKiE:,qslN.EEf,1)1-4f3 11,106 CASCADES COURT ATtN:-iRy 07
WC TgE 92691
4S
SL030 W. CHEYENNE AVE',�STE 210 W� ULA A PHUPSI)694-31
O,p
L PR 02.Com baryo O&T010114
LAS VEGAS, NV 89129
P11:702-838-5311 - U,S. PATENTED k784921&&9,431797&7180.453:46,6320/07.454
INSTALLED.BY APPROVED AND
PROTO.it WA L.SYSTEMS 'MAY ONLY BE
Typ.
"-OTEE
1. TRAN; TOP REINF PER PLAN
2. PONT REINF: PER. PLAN
V.4,
TOP REINF
77
C69616
6/30/14)
03-07-17
SIDE OF JOINT
,
....
:3.
14: VERT REINF •W St..HOOK
pmg
m
L, =
EMBEDDED :6 Ml INTO FOOTING;
6�
0
f!" .
SOLID REINF CELL Vl/
GROU'l'OR 8` MAX HIGH MORTAR
ALIFTS
PT kdo PT ROU
PACING.
A.
VERTICALNG PER EXPAGNSIONSN JOINTS AT
SPACI
B.
'TYPE I' OR "TYPE 11"MAY BE
USED AT"CONTRACTOR'9 OPTION,
o.
10:010
0
ONO
R
C.
HORIZONTAL REINF SHALL NOT
w(D—
RUN CON 'HTGLLJ.Ojl_4T
v,:f,*_,)rz.,
r.2_- PLAN .
TYPICAL PROTO 11 CONTROL JOINT
c3
SCALE
MP -`V�f
f pt.
A
'PROJECT; FROTO 11 STANDARD PLANS(
WIND . EXPOSURE C AT110MPI
I LA QUINTX OA
PLAN CHECK Q3-07•.-17.. .
TITLE- -TYP DETAILS
REV 1) bESCkl"ON UATE
PROT0-16 WALL SYSTEMS
ES'C
RlMRbcKiE:,qslN.EEf,1)1-4f3 11,106 CASCADES COURT ATtN:-iRy 07
WC TgE 92691
4S
SL030 W. CHEYENNE AVE',�STE 210 W� ULA A PHUPSI)694-31
O,p
L PR 02.Com baryo O&T010114
LAS VEGAS, NV 89129
P11:702-838-5311 - U,S. PATENTED k784921&&9,431797&7180.453:46,6320/07.454
INSTALLED.BY APPROVED AND
PROTO.it WA L.SYSTEMS 'MAY ONLY BE
Typ.
"-OTEE
1. TRAN; TOP REINF PER PLAN
2. PONT REINF: PER. PLAN
V.4,
TOP REINF
77
C69616
6/30/14)
03-07-17
m
3KEYNOTES
\` 1.
. POST TENSION ROD
2,
'NUT
3,
DTI
B. -.ALL REINF: SHALL .BE
6"d" FOR B AND: SMALLER.
4..
BEARING TOP PLATE
a s.'. 5.
COLLAPSIBLE TABS
6.
MIN TENSION TO BE, 6;000 LBS LOAD
PROT0-11
AND CONFIRMED BY ONE OF TWO
EMBEDDED: IN CONCRETE
METHODS PER NOTES 'B" ANO'"C"
SHALL NOT BE FIELD.
BELOW
PIAN VIER[
7.
AFTER TENSION INSPECTION, PLACE
DETAILS
MORT R MOUND OVER THE TOP OF
O
RODfPLATE/NUT LOCATION BLOCK
B.,
.OPT CAP BLOW
0
9.
:CONTINUOUS>HORIZONTAL JOINT
y,
IL
REINFORCING PER GSN
4 d2
'Aq
STIRRUP AND TIE HOOKS
3tff�ELs38B:
10:
CENTER 1YEB OR END FACE SHELL:BELOW
11.
:STEEL PLATE SIZES
MIN
A 4 PROTO II 1 4at3"x6
)
B, 4". SLUMP PR0�0.4 iJ4 x2 -1/2"z6°
Q6
t 6' PROTO-IL 11 4-i 2'x6."
D. 6` SLUMP PR0770 . II:- T xn p
f
E. 8° FKUIU- 6 i 4,x6- 12x8 .
PLATE'' AT TFIE
CQ'�ECTION
STEEL T3 PiIICED
EDGE OF THE CELL SO THAT THE PLATE
BEARS FULLY ON THREE. SIDES
8 12.
DO. NOT USE. BOND BEAM BLOCK AT
USE,
LOCATIONS
-71Im
4 1
A'
PROTO-D.OTI TO, BE USED AT EACH.
12.
TENSION ROD, TABS FACING. UP AGAINST
BOTTOM OF 1/2-, NUT AND TABS
°
COLLAPSED T6 ACHIEVE TENSION NO
r
LICHT PASSES BETWEEN BOT OF`IUT.AND
DTI)
6.
AS ALTERNATE TO VISUAL., INSPECTION OF:
TABS, INSPECTION OF NUT TORQUE MAY
BE ACHIEVED BY USE OF CALIBRATED
TORQUE WRENCH,'TORQUE NUTS TO '55
FT -LBS. DTI STILL MUST. BE PLACED' ON.
ROD IS USING TORQUE .WRENCH METHOD.
SEE GSN FOR ADDI INFO
X C.
.DEPUTY INSPECTOR SHALL PERFORM:A
L I.D.
VISUAL INSPECTION T0CONFIRM THE DTI
IS COLLAPSED W1 NO LIGHT LEAKS
/
� '='-.•`
Q
BE WEEN THE TABS AND 'BOTTOM OF NUT
INSTALLER MUST HAVE SPECIAL
,-
%,
INSPECTION OF TENSIONING PERFORMED
PERFORMED BY ONE OF THE TWO.
METHODS NOTED ABOVE. SPECIAL ,
,NSPECTOR TO .PROVIDE A COMPLETED.
—
REPORT TO LISTED PARTIES (SEE NOTE _4
UNDER GENERAL REQUIREMENTS OF GSN)
/'-5-'\ TYPICAL :TOP OF .PROTO if .WALL
J NO SCALE
15[�IES
�I1=S
1. MIN FINISHED BEND DN FOR ALL :A, "d" = BAR : DTA
REINFORCING EXCEPT STIRRUPS
AND. TIES PER THE FOLLOIVING:
B. -.ALL REINF: SHALL .BE
6"d" FOR B AND: SMALLER.
BENT COLD ONO , ON
8"d° fOR THRU 'I11
PLANS. OR DETAILS
12"0" FOR #14 AND:#18
C. REINF, PARTIALLY -
2. 6 d" FOR (!5 AND SMALLER
EMBEDDED: IN CONCRETE
12"d° FOR #6 THROUGH #8
SHALL NOT BE FIELD.
BENT .LINO. ON PLANS OR
3. MIN FINISHED BEND -DIA FOR
DETAILS
STIRRUPS AND TIES ONLY
4"d" FOR 5 AND SMALLER
6"d" FO �(6 THRU #8
0
y,
4 d2
'Aq
STIRRUP AND TIE HOOKS
3tff�ELs38B:
9cf) TYP
9cJ 2.:T. e
'
MIN
t2
)
ALL OTHER REINFORCING
i6`\ TYPICAL BEND IN
REINFORCING.
W—NO SCALE
.
Y-01-
&
"j1,
•SAFE TY DEPT:
i- i
, -Vr— -
J J ''I, 60mla3Tf{(JC-r N
i
I'r1 fE
PROJECT PROTO II STANDARD PLANS
WIND EXPOSURE CAT 110 MPH
L-A QUINTA CA.
PLAN CHECK 09-07.17
TITLE: Y
T
dESCRIPTION `DATE ` 1 I P QETAILS
PROTO-IITM WALL SYSTEMS
O C KC K E� ERIN O 41800 CASCADES COURT ATTN:'GARY O.TTO
I -CHEYENNE AVE, STE.210 TEMECULAYCA 92591 PHN 4951)894.3793
AS VEGAS; NV 89128 VW WV..PRO 02.COM garyottoQptotolI.COM
PH: 702-8384311 ()S.,PATEHCED 6;79a,421.lF 8 43) 797'6"B8 453 a 6 632 010 .7 464 87o A 7.401.487
PROTO-II WALL SYSTEMS MAY ONLY'8E INSTALLED BY APPROVED AND CERTIFIED 1NST)
Fl
a:..No. C69616
EXP;. 6/30/18.
:o2Os17 S
%.civ{�-c
No.: STO Or
T: SO 5 . cA�...
03=07-17:
MAX
. HEIGHT
WIDTH
THICK.
Worm
DEK.H.
IN FrG
IN lFTG
8" CIAU
IN. BONO BEAM.
SEE NOTE .4 UNDER GENERAL REQUIREMENTS OF GSN).
WIND EXPOSURE, C AT 110 IVPL�N CHECK 03-07.17*CIESCRIPtIOR. DATt TYPICAL DETAILSPROTOdIm WALL SYSTEMS. ,
DA fE CIX/ �Ts