BWFE2016-0029Description: COACHELLA HOLD CO LLA
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: 51205 EVANGELINE WY LA QUINTA,CA 92253
Subdivision: TM 36297 Block: Lot: 1
Issued: 2/22/2016 RSE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled: 7/20/2016 JFU
Valuation: $500.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: 258LF WEST AND NORTH PROPERTY LINE GARDEN WALL [PROTO 2 STANDARD] PRECISION CONCRETE BLOCK SHALL BE COVERED
WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES.
149 0
J
10
i Applied to Approved
Approved to Issued
Issued to Finaled
Printed: Tuesday, April 11, 2023 11:23:00 AM 1 of 3
WsYsrEMS
• •
•
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 11:23:00 AM 1 of 3
WsYsrEMS
Printed: Tuesday, April 11, 2023 11:23:00 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
7/20/2016
7/20/2016
APPROVED
Printed: Tuesday, April 11, 2023 11:23:00 AM 2 of 3
WsYsrEMS
Printed: Tuesday, April 11, 2023 11:23:00 AM 3 of 3
WsYsrEMS
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BWFE2016-0029
Property Address: 51205 EVANGELINE WY
APN: 777030001
Application Description: COACHELLA HOLD CO LLA
Property Zoning:
Application Valuation: $500.00
Applicant:
WESSMAN DEVELOPMENT COMPANY INC
555 S SUNRISE WAY SUITE 200
PALM SPRINGS, CA 92264
IIIIiI 11111 1111 1111
428
VOICE (760) 777-7125
FAX (760) 777-7011
COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 2/12/2016 .
Owner:
COACHELLA HOLD CO
700 E TAHQUITZ CYN WAY A
PALM SPRINGS, CA 0
=—=— Contractor:
c�
WESSMAN DEVELOPMENT COMPANY INC
�C R 2 2 2016 555 S SUNRISE WAY SUITE 200
__ _ PALM SPRINGS, CA 92264
CITY OFLAi UUkTA_'
COM'11U4lTYOEVELOp u#ENTOEPART&IENT
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: B. C-8 /License No.: 99556
L4ase 1 L o a—
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 f
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).:
( 11, 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 I 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:
Ca
(760)325-3050
Llc. No.: 995566
WORKER'S COMPENSATION DECLARATION
ii under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
10 , s provided for by Section 3700 of the Labor Code, for the performance
r which this permit is issued.
have and will maintain workers' compensation insurance, as required by
100 of the Labor Code, for the performance of the work for which this permit
My workers' compensation insurance carrier and policy number are:
—�I'certify that in,the per a ftt>e work for which this permit is issued, I
s I•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 th9se�provv ons. �j
DafeP7Ww /-' 7' / � —Annlirant- 4 /
WARNING: FAI14JRE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAW L,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP T
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LACODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official fora 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 ordinpate laws relating to building
construction, and hereby authorize _repentatives of this city to ter upon the
4
X- P IMI)AT&
-R0fACCOUNT.,,6 AMOUNT U NT---� ;,�,M,;MIRPAI
ZV i, W��PIA%.41,115
H p
K 0-I
BS AS SB1473 FEE 101-0000-20306
0 $1.00 $0.00
-T-Hob! m,
V WE M M a,
tECEIPTAM, Ke#c D'BYU';1
-tC R LIT
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA.c $1.00 $9.00
f� DESCRIPTION
01
m
PAIV
1,PAVDATE' ,
f4<W
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MWIRV.
WALL/FENCE - EA ADDITIONAL 50 LF
101-0000-4204.
0.
$58.00
.$0.00
0:A
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DESCRIPTION
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NO P
WALL/FENCE - FIRST 100 LF
0 $47.86
$0.00
RECElr
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-m414
DESCRIPTION A
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:�-NR �ACCOUN,T,9,,.,-1M-'--,-, 1, 'K,
y
)UNT`-
PAID
-WbATE
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-WALL/FENCE - FIRST 100 LF PC.
101-0000-42600
10
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$0.00
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4�
Total Paid for.FENCE OR FREESTANDING WALL: $166.77 $0.00
TTALS:'
O-�'$16777,., �'$0.00:
Bin #
Permit
Z
Project Address:
City of La Quin to
Buifding a Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
A. P. Number: 7770 t7 -.*--f
Address:sco It4115h ;,,Ae a4rlo a F adi
Legal Description: 4 f e 0 Ze,
alp
City, ST, Zip;4,oew d OWa 3
C c o. GAS'lrlAit/ Jia � /�! � m
20
Address:5 i� Le/!i!Se (.v 0
Project Description: D
J P C9 ya f" >< -6 S'
City, ST, Zip: cS /�%ti $ �� 912 6 41
/6 "z r ,c
Telephone: 7 O
:><: :x;;>
State Lic. # :
City Lie.
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
State Lic.
Name of Contact Person:
Sq. Ft.: # Stories:
# Units:
Telephone # of Contact Person:
6 0
Estimated Value of Projec S
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACKING
PERMIT TEES
Plan Sets
Plan Check submitted
Item
Amount'
Structural Calci.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plaq Check -Balance.
Title 24 Calcs..
Plans picked up
Construction '
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
20° Review, ready for corrections/issue
Electrical.
Subcontactor List
Called Contact Person
Plumbing
Gran(Deed
Plans picked up .
S.T1.I.
v
N.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School rets,
Total Permit Dees
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"--CONTINUOUS
CONCRETE
TRENCH
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WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
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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
6" TO 11"
6'-0"
PRESSURE = 1000 PSI` MIN.
Z`-9
2. ALLOWABLE SOIL PASSIVE
C AT 12Q :
--
OF LA QUINTA
C AT 100
PRESSURE = 150 PCF MIN,
6'-8"
C AT 110
- --
STEEL PLATE TO BEAR FULLY
3. SEE SHEET B AND'SHEET C
_
ON CENTER WEB OR END
PRIOR TO START OF
t-}
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FACE SHELL- SIZE PER
CONSTRUCTION.
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"--CONTINUOUS
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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 '0'
TRENCH FOOTING
12" TO 36"
DESIGN WIND
EXP,./MPH
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--
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- --
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11112STANDARD
BRO.. 111 STANDARD
F01 C0f 1-.� RUCTION
LINTA, CA
DATE —4�
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JOB NUMBER
4-115-9155
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PROTO-11 TM WALL SYSTEMS
WWW.PROT02.COM
DATE
08:19,2014
ENGR
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La, cA 92591
PACKAGE
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8•. AND 8" TACX POST -fEH90NE0 MASONRY wµi5
THESE .DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT-FOR CONSTRUCTION
OR RECORDING.
UNLESS THE STRUCTURAL ENGINEER OP RECORDS 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 (OTI) 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 (OTI - COMPRESSIBLE WASHER) IS MANUFACTURED PER ASTM F959. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL.
11. HORIZONTAL JOINT REINFORCING SHALL B£ 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT R£BJFORCING 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 HAW 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-II 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 -MEN 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 II 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 "-i-TO0T �S�q^��R-A
AND SIZE/DEPTH AND CLEANLINESS OF FOUNDATION. ADDITIONAL ECra[It SR�E Tf �TU tE l T1
BY JURISDICTION. BUILDING & SAFETY DEPT.
A�PRO1! E PROTO II STANDARD
�) I FOR CON URUCTIO a -A ou qTA, CA
or
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rn
DATE-t.04.1k
SEALED ON
B NUMBER
77774-115-9155
TRACKING # DRAWN
le 14-115-8964 TMH
CARUSO
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PROTO-II TM WALL SYSTEMS
DATE
ENGR
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www,PROT02.COM
08.19,2014
JAC
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41800 CASCADES COURT TEMECULA, ca 9259T
PACKAGE'
SHEET
ATTR: GARY OTTO
WWW.C(SOZ.com
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(MAT ONLY DE INSTALLED BY APPROKD AND L'ERMED INSTALLERS)
8. AND E TN:dT POST-TENSTONE0 MASONRY WALLS
�ID
THESE DRAWWGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE..
TOP OF PROTO 11 WALL
KEY NOTES:
1.. POST TENSION ROD.
2, 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
NOTES "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
PLATE AND ROD.
9. CONTINUOUS. HORIZONTAL JOINT REINFORCING.
10. CENTER WEB' OR END FACE SHELL BELOW.
11. STEEL PLATE SIZES:
A. 4". PROTO 11:1/4"x3"x6"
B. 4" SLUMP PROTO 11:1/4"x2 1/2"x6"
C. 6" PROTO 11:1/4"x4 1/2"x6"
D.. 6" SLUMP PROTO 11:1/4"x4"x6"
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
PLATE LOCATIONS.
NOTES:
A. PROTO 11 DTI TO BE USED AT EACH TENSION ROD.
TABS FOR OTI SHOULD FACE UP AGAINST BOTTOM
OF NUT. TABS WILL COLLAPSE (NO LIGHT PASSES
BETWEEN BOTTOM OF NUT AND DTI) WrEN 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 07I 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.
IRONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL. ENGINEER OF. RECORD'S SEAL IS AFFIXED VATH WRITTEN SIGNATURE.
FOOTING ELEVATION AT POST TENSION ROI?
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ELEVATION WALL
'
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(PT) SEE SHEET B CENTER IN
WALL
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THICKENED FOOTING TO PROVIDE
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TYPICAL MASONRY DRAIN BLOCK DETAIL
MASONRY WALL
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TYPICAL REINFORCING AT JAMBS
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8'x8" DRAIN BLOCK OUT IN
TOP OF TRENCH FOOTING
NE OF HOUSE OR TYPICAL
.ABUTMENT -r -�y-_ NTINUOUS TRENCH
FOOLING BELOW
f #4 CENTERED IN TWO + 1 94 AT
CRS AT JAMB - GROUT I ; 48' O.C.
SOUR I TYPICAL
-- ---------------1---�---
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4' IRAN GAGE AND
ATTACHMENTS BY
.OTHERS
ONVENTIONAL
)NRY WALL
ONTINUOUS
OOK
-8" LAP BAR
CONVENTIONAL
SONRY WALL
WN