BWFE2018-001878-495 CALLE TAMPICO
LA QUINTA;'CALfFORNIA 92253
Tw!t 4 44"
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Permit Type/Subtype:
WALL/FENCE/CITY STANDARD/PRE-APPROVED
Owner:
Application Number:
BWFE2018-0018
MARTIN CHASE
Property Address:
51802 AVENIDA MARTINEZ
P 0 BOX 13
APN:
773181025
LA QUINTA, CA 92253
Application Description:
100LF OF BLOCK WALL
Property Zoning:
Application Valuation:
Applicant: D� Contractor:
FARWEST MASONRY LLC FARWEST MASONRY LLC
OUTSIDE CITY LIMITS JAIL 29-2013 OUTSIDE CITY LIMITS
CITYOFLAQUINTA
COMMUNITY DEVELOPMENT DEPARTMENT (760)834-8109
Llc. No.: :LIC -0100846
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.: :LIC -0100846
Vast!` t ✓I Conte r�r:
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).:
L_) 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 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 Name:
.Lender's Address:
Date: 1/29/2018
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, ork for which this permit is issued.
shave 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: _ Polity Number: _ .
_ 1 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 withthoseprovisions.
Date: ✓ APPS lii ant:
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.
DD �� Signature (Applica%7oF9gent a ��
.;
Date: 1%29%2018.
Applicaion Number: BWFE2018-0018.
Owner:
Properi�Jiddiess =`, =x31602"v4YfiNIDA MARTINEZ
MARTIN CHASE
APN: 773181025
P 0 BOX 13.
Application Description: 100LF OF BLOCK WALL
LA QUINTA, CA 92253 .
Property Zoning:
Application Valuation: .
Applicant:
Contractor:
FARWEST MASONRY LLC.
FARWEST MASONRY LLC
OUTSIDE CITY LIMITS'
OUTSIDE CITY LIMITS
(760)834-8109
Llc. No.: :LIC -0100846
Detail: 100LF OF 6' GARDEN WALLIN REAR YARD [PROTO 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. 2016 CALIFORNIA
BUILDING CODES. '
FINANCIAL
.,.DESCRIPTION
INFORMATION.
! 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:
$117.03
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE:
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT,
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
. �� y
` . .,�
. - . l �_
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. ;.
,.w
.......... _ czi;wi r:n:at::ri:.r.-—.............
PERMIT # ,
PLAN LOCATION:
Project Address: 5 / o cq %' til-tc t.
APN #:
Project Description:- Pool, Remodel, Add't, Elect, Plumb, Mech
Garage SF
Pli Telephone: D i. l
Applicant Name:
Email:
Address:. 510 L�✓j (e�
tat Lic: gGt Z City Bus Lic:
City, ST, Zip:
State Lic: ' City Bus Lic:
Telephone:
Email:
Valuation of Project $ /+�(�
Contractor Name:-�% W
New SFD Construction:
Address: . V Z(D-� Z
Conditioned Space SF
City, St, Zip 57��(/V�
Garage SF
Pli Telephone: D i. l
Patio/Porch SF
Email:
Fire Sprinklers SF
tat Lic: gGt Z City Bus Lic:
Arch/Eng Name:
Construction Type: " Occupancy:
Address:
Grading:
City, St, Zip
Construction Type: Occupancy:
Telephone:.
Bedrooms:
Stories:
# Units:
Email.
State Lic: ' City Bus Lic:
Property Owner's Name:
New Commercial / Tenant Improvements:
Address:
Total Building SF.
City, ST, Zip
Construction Type: Occupancy:
Telephone: .
Email:
78495 CALLE TAMPICO
LA QUINTA, CA 92253
760-777-7000
#
Submittal
Req'd
Ree'd
Plan Sets
Structural Calcs
Truss Calcs
Title 24 Calcs r
Soils Report
Grading Plan (PM 10)
Landscape Plan
Subcontractor List
Grant Deed
HOA Approval
School Fees
Burrtec Debris Plan .
Planning approval .
Public Wofks approval
Fire approval
City Business License
(6'-0' TO 6'-8') PROTO II EXPOSURE C - DIP FOOTING
DESIGN CRITERIA (PER 2013 CBC):
1. ALLOWABLE SOIL BEARING PRESSURE PROTO II FENCE WALL
= 1000 PSF MIN.
2. ALLOWABLE SOIL PASSIVE PRESSURE
= 150 PCF MIN.
3. SEE SHEET B, C. & D PRIOR TO 6" STD. HOOK
START OF CONSTRUCTION. �L
6" CAP BLOCK .PER
SHEET C
STEEL PLATE TO BEAR
FULLY ON CENTER WEB
OR END FACE SHELL -
SIZE PER SHEET C.
fr 71 NO COLD JOINTS
PERMITTED BETWEEN DIP 3'-0"
AND SETTING PAD ._
"v
I
JHORIZONTAL
J
U
11
R
JOINT
D
6" TO 11"
Li 8:3
ZLioM
REINFORCING TOP 2
W
oa�N
I I
COURSES BELOW PLATE /
V)
u)�-J I I
AND AT 24" O.C. BELOW /
VERTICAL FOOTING
w
� i I
REINFORCING AT 6'-8" /
CL
POST TENSION pT
( ) FENCE, USE 1 #4 IN v
ROD SEE SHEET�B FOR
CENTER OF DIP 16" MIN
ROD SPECS - CENTER
<
i
IN WALL
/—PROTO II FENCE WALL
PER
CHED FINISHED GRADE
f�4 CONTINUOUS
AT HOOK
z
2 1
MAX
CONT. CONCRETE
SETTING PAD -
FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
BLOCK AT SWALE AT GRADE.
POST TENSION (PT)
ROD SEE SHEET B
CONCRETE DIP FOOTING
DIP MAY BE OVER
EXCAVATED AS SHOWN -
FILL WITH COMPACTED
FILL OR CONCRETE
DIP DEPTH AT TOP OF
J
U
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
LL N
12" TO 36"
p W
6" TO 11"
Li 8:3
ZLioM
vi
I I
oa�N
I I
3aa I I
u)�-J I I
a (/) I I
w
� i I
1 8" A
/—PROTO II FENCE WALL
PER
CHED FINISHED GRADE
f�4 CONTINUOUS
AT HOOK
z
2 1
MAX
CONT. CONCRETE
SETTING PAD -
FOR SIDEYARD RETURN WALLS
WHERE DRAINAGE SWALE
OCCURS, INSTALL DRAINAGE
BLOCK AT SWALE AT GRADE.
POST TENSION (PT)
ROD SEE SHEET B
CONCRETE DIP FOOTING
DIP MAY BE OVER
EXCAVATED AS SHOWN -
FILL WITH COMPACTED
FILL OR CONCRETE
DIP DEPTH AT TOP OF
2:1 SLOPE
SETBACK - FACE OF FOOTING
TO TOP OF SLOPE
MIN. DEPTH D
DIP FOOTING
12" TO 36"
2'-4-
6" TO 11"
2`-11"
3" TO 5"
3'-1"
SEE SHEET D FENCE WALL SCHEDULE AT LEVEL SOIL
'H' DESIGN WIND PT ROD DIP
MAX EXP -SR -AC -IN
CAT1 0 6'
5-o" TO 6'-0" C AT 1 0 BU LDIWA SAFETY
DAYLI MIN. C AT L 0
C AT 11 0 O„ _9„
ALINE OF DIP •
.FOOTING BEYOND. 6'-$ C AT 110 -- - -
C AT 110 1.1tfi 1/I
NTA
)EPT.
RROTO 11TANDARD
LA QUIN . CA
I 't 1 'r - J NUMBER
G�. 02 FSEALED.ON
G) 14-115-9155
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ATTN: GARY 0770
T�%F ul- INC. �� �<� � PH# (951) 694-3793 - goryolto@protoiis /�
OF cps www.dtsaz.com � � (MAY ONLY BE WSTALLED BY APPROVED AND CERTKIED INSTALLER$) S1.2 A
4'. 6'. Aro e- THU POST-TENSONEO MASONRY 1YALt5
THESE DRAWINGS/CALCULATIONS ARE CTONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE.
GENERAL STRUCTURAL NOTES -
4. 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: 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-II 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-II 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 A82
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 MIN. OF 3" 'LI 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; AT CONTRACTOR OPTION,
VERTICAL REBAR MAY BE STABBED DOWN INTO THE DIP.
16. A PROTO-II 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 IS INDEPENDENT OF DIP SPACING. TOLERANCE FOR DIP SPACING IS ±12" BUT THE NUMBER OF
FOOTINGS MUST REMAIN THE SAME FOR A GIVEN LENGTH OF WALL. ROI lEb&LQN_ROD-SPAC�NG—%K*ftNe"S t8" BUT
THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST REMAI ��jj E[[.]]F LA QUANTA
18. SEISMIC DESIGN CRITERIA: Ss=2.0, SI=0.749 SOIL CLASS=D (ASSUMED) , RISKI A GORY 1.
19. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDE I9V 1W$r9LFtiOl5AZ A EAAffrA SIZE/DEPTH
AND CLEANLINESS OF FO NDATION. ADDITIONAL SPECIAL INSPECTION A . REQUIRFUfd1SD►8TTt0�1�
FOR COii��TRUUCT1R TO II ANDARD
LA QUINTA CA
I Q F SS 0
p,T K o !� , DATE JOB MBER
V. y SEALED ON —9155
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(MAY ONLY BE INSTALLED BY APPROVED AND CERIOIEO INSTALLER$
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»», 4%B•. AND e• rNla POST -TENSIONED uAsONRY WALLS
- I THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED J 1y I WRITTEN SIGNATURE,
TOP OF PROTO it WALL
(3)
(4)
0
\ u�
PROTO-II
PLAN VIEW
1
x SECTION
(8)
(7)
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. DTI 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 OTI 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 PROVIDE A- COMPI.F.TFORW .__
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED NTH WRITTEN SIGNATURE.
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.
(5)
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%3"W
(�)
B. 4". SLUMP PROTO 11:1/4"x2,1/2'x6"
(2)
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 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. DTI 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 OTI 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 PROVIDE A- COMPI.F.TFORW .__
THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED NTH WRITTEN SIGNATURE.
(
r
THESE
FOOTING ELEVATION AT POST TENSION ROD
PROTO II FENCE WALL ( Y
I _Z
THICKENED FOOTING TO PROVIDE
3". MIN. COVER AS REQUIRED
AROUND ANCHOR BOLT AND NUT
ELEVATION
\--•CONCRETE SETTING PAD'
7/16" DIA. POST TENSION RODS
(PT) SEE SHEET B CENTER IN
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