BWFE2016-0032Description: COACHELLA HOLD CO LLA / WALL
Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: FINALED
Applied: 2/12/2016 RSE
APPROVED
Approved: 2/12/2016 RSE
Parcel No: 777030001 Site Address: 51085 EVANGELINE WY LA QUINTA,CA 92253
Subdivision: TM 36297 Block: Lot: 4
Issued: 2/22/2016 RSE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled: 8/10/2016 JFU
Valuation: $500.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
ADDRESSICITY
Details: 263LF OF 6' GARDEN WALL [PROTO2 STANDARD] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR
TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
170 0
10
i Applied to Approved
Approved to Issued
Issued to Finaled
Printed: Tuesday, April 11, 2023 11:43:37 AM 1 of 3
WsYsrEMS
• • rpr
•
NAME TYPE
NAME
ADDRESSICITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
WESSMAN DEVELOPMENT
COMPANY INC
555 S SUNRISE WAY
SUITE 200
PALM SPRINGS
CA
92264
CONTRACTOR
WESSMAN DEVELOPMENT
COMPANY INC
555 S SUNRISE WAY
SUITE 200
PALM SPRINGS
CA
92264
OWNER
COACHELLA HOLD CO
700 E TAHQUITZ CYN
WAY A
PALM SPRINGS
CA
0
Printed: Tuesday, April 11, 2023 11:43:37 AM 1 of 3
WsYsrEMS
Printed: Tuesday, April 11, 2023 11:43:37 AM 2 of 3
WsYsrEMS
■ ■
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
WESSMAN
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
2/22/16
R13112
001206
CHECK
DEVELOPMENT
RSE
COMPANY IN
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
WALL/FENCE - EA
WESSMAN
101-0000-42404
0
$58.00
$58.00
2/22/16
R13112
001206
CHECK
DEVELOPMENT
RSE
ADDITIONAL 50 LF
COMPANY IN
WALL/FENCE - FIRST
WESSMAN
101-0000-42404
0
$47.86
$47.86
2/22/16
R13112
001206
CHECK
DEVELOPMENT
RSE
100 LF
COMPANY IN
WALL/FENCE - FIRST
WESSMAN
101-0000-42600
0
$60.91
$60.91
2/22/16
R13112
001206
CHECK
DEVELOPMENT
RSE
100 LF PC
COMPANY IN
Total Paid for FENCE OR FREESTANDING WALL:
$166.77
$166.77
TOTALS:
$167.77
$167.77
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR
SCHEDULED
COMPLETED
RESULT
REMARKS
NOTES
DATE
DATE
FOOTINGS
JFU
2/25/2016
2/25/2016
PARTIALLY
DOES NOT INCLUDE WING WALLS.
APPROVED
FOOTINGS
JFU
6/23/2016
6/23/2016
DISAPPROVE
WING WALL CORRECTIONS ONLY. FOOTING
D
WIDTH NOT PER PLAN. REVISE AND RECALL.
FOOTINGS
JFU
6/24/2016
6/24/2016
APPROVED
COMPLETE APPROVAL. INCLUDES WING
WALLS.
BOND BEAM
JFU
6/30/2016
6/30/2016
APPROVED
WING WALLS PER CITY STANDARD DETAIL.
FINAL"
JFU
8/10/2016
8/10/2016
APPROVED
Printed: Tuesday, April 11, 2023 11:43:37 AM 2 of 3
WsYsrEMS
Printed: Tuesday, April 11, 2023 11:43:37 AM 3 of 3
WsYsrEMS
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
BW FE2016-0032
51085-EVANGELINE WY
777030001
COACHELLA HOLD CO LLA / WALL
$500.00
Applicant:
WESSMAN DEVELOPMENT COMPANY INC
555 S SUNRISE WAY SUITE 200
PALM SPRINGS, CA 92264
11 FFR 2 2 ?_Qui U
c'1YOFLAQi NTP.
COWAWN1TYDEYEO Kh' DEFARIW NT
11111111111111111111
31
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/12/2016.
Owner:
COACHELLA HOLD CO
700 E TAHQUITZ CYN WAY A
PALM SPRINGS, CA 0
Contractor:
WESSMAN DEVELOPMENT COMPANY INC
555 S SUNRISE WAY SUITE 200
PALM SPRINGS, CA 92264
(760)325-3050
Llc. No.: 995566
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter
I here under penalty of perjury one of the following declarations:
9 (commencing with Section 7000} of Division f the Business and Professions Code,
ave and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and elle
��
co sa it on, as provided for by Section 3700 of the Labor Code, for the performance
License Class: B C-8 License N :: 995566
th r which this permit is issued.
Z
`epi- At Cont_
1_11have and will maintain workers' compensation insurance, as required.by
10 ' 00 of the labor Code, for the performance of the work for which this permit
is issued. My workers' compensation i ce carrier and polity number are:
OWNER -BUILDER DECLARATION
ri - .� Policy Nu .�
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
I certify that in the performance of the work for which this permit is issued, I
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
shill o.vemploy any person in any manner so as to become subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws. of California, and agree that, if I should become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
signed statement that he or she is licensed pursuant to the provisions of the
comply with those provisions.
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 th�e�
Dat 2 p scant:
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fdr a1
permit subjects the applicant to a Civil penalty of not more than five hundred dollarsWARNING-
FA LURE TO SECURE WORKERS' COMPENSATION COV RAGE IS UNLAWFUL,
($500).:
IES
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTAN CIVIL FINES UP TO
(1 I, as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended or offeired for sale.
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706.OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOWLEDGEMENT
are not intended or offered for sale. If, however, the building or improvement is sold
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
within one year of completion, the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this application.
he or she did not build or improve for the purpose of sale.).
1. Each person upon whose behalf this application is made, each person at whose
(� I, as owner of the property, am exclusively contracting with licensed contractors
request and for whose benefit work is performed under or pursuant to any permit
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
issued as a result of this application , the owner, and the applicant, each agrees to, and
State License Law does not apply to an owner of property who builds or improves
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
employees for any act or omission related to the work being performed under or
the Contractors' State License Law.).
following issuance of this permit.
(� I am exempt under Sec. _, . B.&P.C. for this reason _�J2.
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.
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
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.
Signature-
FINANCIAL •• •
DESCRIPTION
ACCOUNT.
QTY
AMOUNT.
PAID*'
PAID DATE.
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$0.00
PAID BY _
METHOD
RECEIPT #
CHECK # -
CLTD BY
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:
$1.00
$0.00
DESCRIPTION
ACCOUNTQTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - EA ADDITIONAL SO LF
101-0000-42404
0
$58.00
$0.00
PAID BY
` METHOD
RECEIPT #
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY,
AMOUNT
PAID.:
PAID DATE
WALL/FENCE - FIRST 100 LF
101-0000-42404
0
$47.86
$0.00
PAID BY
METHOD
RECEIPT #. ':
CHECK #
CLTD BY
DESCRIPTION
x ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
WALL/FENCE - FIRST 100 LF PC
101-0000-42600
0
$60.91
$0.00
PAID BY
METHOD
RECEIPT #.
CHECK #
CLTD BY
Total Paid for FENCE OR FREESTANDING WALL:
TOTALS:00
$166.77-
$0.00
Bin '#
Permit #
SoL Zo .- 32
Project Address • ES 2
City of La Q C lin to
Guildin, 8i- Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Mgr be— Owner's Namcoo' LLQ
A. P. Number: 770 ,300C)x
Address:s e�G
..��
Legal Description:��j O%Le
City, ST, Zip: i& kr 4.4��ION.
Contr ct or.
W rn r�
TeleP ho c : . 93"r �%
Address -.SW �. �S% �-��ta $G�i,� 0fI
Project Description_:/ �/S" 1, 0 /G�1
City, ST, Zip.
C f �.Z 4
� 7G 0
tn"
Tcic 1 o e. r
P a- O �
t,v aL L.
State Lic. It :8 LI 9,13'J,4
City Lic. tI:IO 63
Arch., Engr., Designer: ;
Address:
City, ST, Zip:
Telephone:
ucttn Type: e• O ecu aneY
Constructiontr
Stato Lic. #
r Repairair Demo
Project bPecit t one): New A dn Alter
Name of Contact Person: j �e
Sq. Ft.: # Stories:
# Units:
,4
Telephone # of Contact Person: Woo- 69 4 —af�
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT CEPS
Plan Sets
Plan Check submitted
Item
Amount'
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance.
Title 24 Calcs.-
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for corrections/issue
Electrical.
Subcontactor List
Called Contact Person
Plumbing .
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
flans resubmitted
Grading
IN IIOUSE:-
� Review, ready for correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.T.P.1'.
Pub. WksE
Date of permit issue
Sckoal Fe
Total Permit Fees
LOT 4
29,420 SF
P.E.o518.8
F.F.o517A
elv ERIOR SITE WALLS ARE
PROPOSED AT 6W ABOVE
APPROVED PAO ELEVATION.
SACK YARD IMPROVEMENTS
WCWDWG; NAitDSCAPE,
POOLS. DROUGHT TOLERANT
LANDSCAPING AND ITS
IRR*ATION WILL BE
SUBMMIM UNDER SEPARATE
PERMIT.
SIDEYARD SETBACK
SIOEYARD SETBACK
-------------------------------------
oViiill
Ll.. 0 N
1�1
I
v 47,
�
1
� VJp�y'.S ■
1�1
6" (6-0 TO V-87) PROTO II*- EXPOSURE C - TRENCH FOOTING
:II ,
IIHORIZONTAL JOINT
" REINFORCING TOP 2 COURSES
",--BELOW PLATE AND AT 24"
O.C. BELOW
POST TENSION (PT) ROD SEE
Il SHEET 8 FOR ROD SPECS
CENTER IN WALL
,.—'PROTO 11 FENCE WALL
II
SETBACK
PER
SCHED. FINISHED GRADE
II
CONTINUOUS
AT HOOK
jj
I , I I ;M
2
MAX
\—CONTINUOUS'
CONCRETE
TRENCH
FOR SIDEYARD RETURN WALLS.
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
.BLOCK AT SWALE AT GRADE..
TRENCH DEPTH AT TOP OF 2:1 SLOPE
DESIGN CRITERIA (PER 2013 CBC): -
6" CAP BLOCK PER SHEET C
1. ALLOWABLE SOIL BEARING
DESIGN WIND
.....-.EXP/MPH
PRESSURE = 1000 PSF MIN.
2'.—T'
2. ALLOWABLE SOIL PASSIVE
7 V
C AT 110
PRESSURE = 150 PCF MIN.
C AT 100
STEEL PLATE TO BEAR FULLY
3. SEE SHEET 8 'AND SHEET C
C AT 110
ON CENTER WEB OR END*
PRIOR TO'START 'OF
A P P
mil
FACE SHELL- SIZE PER
CONSTRUCTION.
-
SHEET C
:II ,
IIHORIZONTAL JOINT
" REINFORCING TOP 2 COURSES
",--BELOW PLATE AND AT 24"
O.C. BELOW
POST TENSION (PT) ROD SEE
Il SHEET 8 FOR ROD SPECS
CENTER IN WALL
,.—'PROTO 11 FENCE WALL
II
SETBACK
PER
SCHED. FINISHED GRADE
II
CONTINUOUS
AT HOOK
jj
I , I I ;M
2
MAX
\—CONTINUOUS'
CONCRETE
TRENCH
FOR SIDEYARD RETURN WALLS.
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
.BLOCK AT SWALE AT GRADE..
TRENCH DEPTH AT TOP OF 2:1 SLOPE
.SETBACK —'FACE OF FOOTING
TO TOP OF SLOPE
MIN. DEPTH V
TRENCH FOOTING
12" TO 36"
DESIGN WIND
.....-.EXP/MPH
6" TO 11"
2'.—T'
3" TO 5'
7 V
FENCE
WALL SCHEDULE
AT LEVEL SOIL
H'
MAX
DESIGN WIND
.....-.EXP/MPH
PT ROD
SPACING MIN......
6'-0"
C* AT 100
7 V
C AT 110
120
C AT 100
5'- 0" TO
6'4'
C AT 110
C AT 120
DAYLIGHT MIN.
=0
_j I.—
I, Q —i
-
FOOTING
Lu
CITY OF LA QUINTA
5'- 0" TO
BUILDING c3x SAFETY DEPT.
DAYLIGHT MIN.
A P P
O
�V�VED
iP,RQ-.�, .tll!.STAN
FOR co'l UCTION
LA INTA, CA
ES
DATE.)()R
NUMBER
4-115-9155
SEALED ON
.1 Will
SCole
TRACKING #
DRAWN
S5�
14-11540 .78964
TMH
m
ARUSO
PROTO-11 TM WALL SYSTEMS
www.PROT02.COM -
DATE
08.19,2014
ENGR
`QTR41800
u T
URLEY
SCOTT
CASCADES COURT. TEMECULA, CA 92591
ATTN: GARY OTTO
AGE
SHEET
H#-(95+694 R93 guryolteloiiEom
ME 0
F
www.ctsoz.com
(MAY Ot&Y 8E WSTALLEO BY APPROVED AND CERDr'EO INSTALLERS)
... MASONRY WALLS
4', 8'. AND a' Two( POSE-TEN90NEO
THESE .DRAWINGS/CALCULATIONS 'ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION
OR RECORDING. UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.
GENERAL STRUCTURAL NOTES
1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL
VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL
CLASS 4 OR BETTER AS DEFINED BY THE CBC) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR
PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF.
2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO
FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER.
3. SEE SHEET A FOR EXPOSURE, WIND SPEED, POST TENSIONED ROD SPACING, FOOTING SIZES, ETC. USER IS RESPONSIBLE TO
VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE
APPROVED SITE PLAN AND APPLICABLE CODE OR JURISDICTION REQUIREMENTS.
4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500
PSI - TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). CONCRETE SHALL BE A MIN.
OF 48 HOURS OLD PRIOR TO FINAL TENSIONING. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS
DURING PLACEMENT.
5. LAP REINFORCING STEEL: LAP = 32" FOR #4 BARS IN CONCRETE.
6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI MIN. (F -M DESIGN CRITERIA. FOR BLOCK IS
BASED ON 2000 PSI). BLOCK SHALL BE A MIN OF 7 DAYS OLD PRIOR TO ROD TENSIONING. STANDARD HEAD AND BED JOINT
BLOCKS WITH MORTAR MAY BE USED OR INTERLOCKING BLOCKS MAY BE USED. BLOCKS SHALL BE LAID IN RUNNING BOND.
7. MORTAR SHALL BE TYPE S. 2000 PSI MIN. MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND. 24
HOURS OLD PRIOR TO FINAL TENSIONING.
8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING.
9. ' REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI.
10. PROTO-11 HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL THREADS, DIRECT TENSION
INDICATORS (A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE
SHALL BE SUPPLIED BY ONLY AN APPROVED PROTO-11 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS SHALL BE
7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A641 (FY = 60000 PSI) AND HAVE STEEL CHEMISTRY SO
THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT DAMAGE. TO THE POST TENSION ROD. AREA OF POST TENSION
ROD = .1503 SQUARE INCHES. BEARING PLATES ARE 1/4" THICK (Fy=50 KSI) SEE SHEET C FOR DIMENSIONS. 1/2" COUPLERS
PER ASTM A563 GRADE A. AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY ENGAGED IS DEFINED
AS 1/2" MIN. INTO COUPLER. 1/2" NUTS ARE TO BE GRADE 8, PER ASTM A325. 1/2" ALL THREADS PER ASTM A307, GRADE
60. DIRECT TENSION INDICATOR (DTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL.
11. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A62
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). .
12. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND STRAIGHT RODS THREADED BOTH
ENDS FOR ADDITIONAL LIFTS. RODS SHALL HAVE A RODS SHALL HAVE A MIN. OF 3" V HOOK, WITH 1/2" NUT AT END OF
TENSION ROD WHERE EMBEDDED IN FOOTING.
13. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED
WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. POST TENSION ROD SHALL OCCUR WITHIN 12" OF END OF WALL AND
12" EACH SIDE OF CONTROL JOINT.
14. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN CONTACT WITH THE BEARING PLATE. NO BOND BEAM BLOCK MAY BE
USED AT PLATE/TENSION LOCATION.
15. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION.
16. A PROTO-11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN THE BEARING PLATE AND
NUT WITH THE DTI "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT. THE SPECIAL DEPUTY INSPECTION REQUIRED AT
TIME OF FINAL TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS;
METHOD 1; VISUAL INSPECTION OF' DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND COLLAPSED AGAINST NUT WITH NO
LIGHT LEAKAGE BETWEEN THE PROTO-11 DTI AND BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED TORQUE WRENCH .
TORQUED TO 55 FT -LBS. (DTI MUST STILL BE PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING
METHOD 2). INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK, AND INTEGRITY
OF MORTAR JOINTS, AND PROVIDE A SIGNED REPORT TO ALL REQUIRED PARTIES. PROTO 11 MASONRY DESIGN IS BASED ON
THIS SPECIAL INSPECTION.
17. POST TENSION ROD' SPACING TOLERANCE IS t8" BUT THE NUMBER OF RODS FOR A GIVEN, LENGTH OF WALL MUST REMAIN
THE SAME.
18. SEISMIC DESIGN CRITERIA: Ss=2.0 ST=0.749, SOIL CLASS=D(ASSUMED), .RISK CATEGORY I.
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLU Q14IN_ 1D -MA . ,
AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL EC 11f SPIE TI � bf h t o
BY JURISDICTION. /i - BALDING 8� SAFETY DEPT.
`� i— R OV E D
PROTO II STANDARD
FOR CON MUCTIO
JCA 00 TA, CA
QES 10
�:
C)ATE. �L`'C� Y
B NUMBER
2 ?'. oy F
lk
SEALED ON
_......7T . 115-9155
TRACKING #
DRAWN
8 19 14
w S,4 5 m
14-115-8964.
TMH
CARUSO
a^as PROTO-11 TM WALL SYSTEMS
S �$xg www,PROT02.COM
DATE
08.19.2014
ENGR
IAC
UCYV�a�
)TURLEY
SCOTT
.K@@@@@ 41800 CASCADES COURT OTTO LA, Ca 92391
ATTM: GARY OiTO
PACKAGE'
SHEET
,Q '
INC.
a; _�� M
d_.._.m.f'�.J-(g- .433_�;orval)o�colnlirn_ _
5_ __g_ --_ED
F CA
'
www.ctsoz.com
IN BY
nv u n ri (MAY ONLY DE IN$f4lCD DT APPROVED NO CEO IN7ED INSTALLERS)
»»» 4', 8•, AND E• TH!CN DOST -TENSIONED MASONRY WALLS
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR
CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE..
THESE
TOP OF PROTO Il WALL
KEY NOTES:
I,
2,
POST TENSION ROD.
NUT.
3.
DIRECT TENSION INDICATOR (DTI).
4.
BEARING TOP PLATE.
5.
COLLAPSIBLE TABS.
6.
MINIMUM TENSION TO BE 6,000 LBS LOAD AND
CONFIRMED BY ONE OF TWO METHODS PER
NOTEe "B" & "C" BELOW.
".
7.
FILL CAP BLOCK WITH MORTAR. IMMEDIATELY
"FLIP" ONTO ROD. COMPLETELY COVER NUT, ROD
AND PLATE WITH MORTAR.
8.
CAP BLOCK OF SUFFICIENT SIZE TO COVER
PROTO-II (5)
PLATE AND ROD.
9.
CONTINUOUS HORIZONTAL JOINT REINFORCING.
10.
CENTER WEB OR END FACE SHELL BELOW.
(3)PLAN
PLAN VIEW
11.
PLATE SIZES:
�4� 0
A. 4" PROTO II: 1/4"x3%6"
B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6"
(2)
C. 6" PROTO 11:1/4"x4 1/2"x6"
0.. 6" SLUMP PRO TO .11: 1/4"x 4%6"
STEEL PLATES TO BE PLACED AT THE EDGE OF
THE CELL SO THAT THE PLATE BEARS FULLY ON
THREE SIDES.
12.
DO NOT USE BOND BEAM BLOCK AT BEARING
�6
PLATE LOCATIONS.
:"N SECTION
8
NOTES:
A. PROTO II DTI TO BE USED AT EACH TENSION ROD.
TABS FOR DTI SHOULD FACE UP AGAINST BOTTOM
OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES
BETWEEN BOTTOM OF NUT AND DTI) WHEN PROPER
TORQUE OF NUT HAS BEEN ACHIEVED.
B. AS ALTERNATE TO VISUAL INSPECTION OF TABS,
INSPECTION OF NUT TORQUE MAY BE ACHIEVED BY
USE OF A CALIBRATED TORQUE WRENCH. TORQUE
NUTS TO 55 FT -LBS. OTI STILL MUST BE PLACED ON
ROD IF USING TORQUE WRENCH METHOD. SEE
GENERAL NOTE ON SHEET B.
C. SPECIAL DEPUTY INSPECTOR WILL PERFORM A
VISUAL INSPECTION WHEN USING THE DTI METHOD TO
CONFIRM THE DTI IS COLLAPSED WITH NO LIGHT
LEAKS BETWEEN THE TABS AND BOTTOM OF NUT.
IF USING TORQUE WRENCH METHOD, DEPUTY
INSPECTOR WILL CONFIRM WALL IS TORQUED TO 55
FT -LBS. NO VISUAL INSPECTION OF DTI IS REQUIRED.
D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
OF TENSIONING PERFORMED BY ONE OF THE TWO
METHODS NOTED ABOVE. SPECIAL DEPUTY INSPECTOR
TO PROVIDEA COMPLETED REPORT TO LISTED
PARTIES.
TIONS ARE CONSIDERED PP8ELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.
FOOTING ELEVATION AT POST .TENSION -ROD
i THICKENED FOOTING TO PROVIDE -
3" MIN. COVER AS REOUIREO
AROUND ANCHOR BOLT AND NUT 7/16" DIA. POST TENSION RODS
ELEVATION WAL)L
SEE SHEET.B CENTER IN
7/16" DIA. POST TENSION RODS: .
n (PT) SEE SHEET B CENTER IN
WALL
j
I.
z
THICKENED FOOTING TO PROVIDE
3" MIN. COVER AS U
AROUND ANCHOR BOLT AND NUT
8"
k
SECTION
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
b..-ipp> .0 J STAN RQ.`. ;
DATc jt(C-1 JOB NUMB
E
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cloy 8/1 �14 TRACKING DRAWN
'S.405 m. Lo
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14-115-8964 TMH
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(I.Y'LY BEMTALLEel APPROVED AND CERlnE0CA4www.ctsoz.com INSTALLERS)4. 6. ARO B
TMICR POST -TENSIONED MASONRY WALLS
THESE DRAW)NGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED rTtj WRITTEN SIGNATURE.
TYPICAL MASONRY DRAIN BLOCK DETAIL
MASONRY WA1
94 CONTINUOU!
AT HOOK
CONTINUOUS TRENCH C<xYA11VIY
FOOTING X
-1 g4 VERTICAL AT
48' O.C. AS OCCURS
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WALL AT SWALE
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AT 48' O.C. MIN.
CONTINUOUS TRENCH C<xYA11VIY
FOOTING X
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48' O.C. AS OCCURS
a
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Fps co OVER Ts
V
TYPICAL REINFORCING AT JAMBS
8'x8" DRAIN BLOCK OUT IN
TOP OF TRENCH FOOTING
NE.OF HOUSE OR TYPICAL
ABUTMENT -r�—i NTINUOUS TRENCH
FOOTING BELOW
1 #4 CENTERED IN TWO 1 14 AT
CELLS AT JAMB -GROUT � 48' O.C..
SOL! i TYPICAL
-- ---------------1---�-
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1 I
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4
4' MAN GAGE AND -
ATTACHMENTS BY
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OF CA
CARL7SO
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INC.
iNVENTIONAL'
NRY WALL
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CONVENTIONAL
SONRY WALL
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COMPANY
TRACT#
TOWN, CA
JOB NUMBER
14-115-8964
n0 scale
TRACKING
14-115-8964
11
DB
PROT04I w wALL srsnus
DATE
I ENGR
WWW.PROT02.COM
09.12.2014
JAD
R066'gAC£5iII WRTF0A LAN= 9859660
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