07-2674 (BLCK)�V.
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
07-00002674
52868 CLARET COVE
770-340-032- -
WALL/FENCE
LOW DENSITY RESIDENTIAL
. 2600
T4t!t 4 4 Q"
Architect or Engineer:
plp
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
1 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 Professionals Code, and my License is in full force and effect.
License Class: )B / r p License No.: 804677
ppP
tractor: At AM CSL'-I�N IGh v.1 tvn OWNER -BUILDER DECLARATION
1 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).:
(_ 1 1, 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.I.
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
R. YOUNESSI
52868 CLARET COVE
LA QUINTA, CA 92253
Contractor:
ACE AIR CLEAN ENVIR E
17226 TRIBUNE STREE
GRANADA HILLS, CA 91344
(818)366-8548
Lic. No.: 804677
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/03/07
OCT 032007
WORKER'S COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
have and will maintain a certificate of consent,to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation'insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier STATE FUND Policy Number 564-00027404
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code/, I�shall forthwith comply with those provisions.
1 -ate: (— ; - A 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 Director of Building and Safety 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 p0son 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
ofof this to enter upon the above-mentioned property for inspection purposes.
ate: Signa ure (Applicant or Agent):
Application Number . . . . . 07-00002674
Permit . .
. WALL/FENCE
PERMIT
Additional desc .
.
Permit Fee . . .
. 54.00
Plan Check
Fee
.00
-Issue Date . . .
.
Valuation
. . .
. 2600
Expiration Date .
3/31/08
Qty Unit Charge
Per
Extension
BASE
FEE
45.00
1.00 9.0000
THOU- BLDG
2,001-25,000
9.00
--------------------------------------------------
Special Notes and
Comments
--------------------------
104 L.F. 6' GARDEN
WALL Q NORTH
P/L,
PROTO II SYSTEM
Fee summary
Charged
Paid
Credited
Due
-----------------
Permit Fee Total
--------------------
54.00
--------=-
.00
----------
.00
54.00
Plan Check Total
.00
.00
.00
.00
Grand Total
54.00
:00
.00
54.00
LQPERDIIT
Bin #
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: 5Z ?z 61S L ( o ve+
Owner's Name: ;� vl he s S
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor: A U- LL v o M '
Telephone:
r
Address: Irl Z1 j V ,h e 5(-
Project Description:
City, ST, zip: G,►�o.h 1,11 5 C/A 13 L�-' y
Re AI R I G o44. W a I 1
Telephone: 191 —3b6 _ 6S tF
.., A
4 L fid-
State Lie. #: $ 6 City Lie. #:
Arch., Engr., Designer:
Address:
City, ST, Zip-.
Telephone:
�r
Construction Type: ( yob w-I( Occupancy:
State Lie. #:
Project type (circle one): Ne Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: C g t 6) 3 6 6 6S"(6
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
86.35
Hn.P.
D0 BASE ON TRADITIONAL
'.8867,Cl.ARET COVE LOT REGRADING)
--------------------- T.F. 85.5
,
LOT 31 1 It
VACANT LOT.
'_•' °-y OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED.
FOR CONSTRUCTION
DATE /D%3 07
W
T.
A
C
6.35
s
rr
W
N
SCALE:1 "=10'
PIR
5 p 5 10 15
NOTES -
NOTE: NOTE: GENERAL NOTES
1. POST �NSIONED ROD. 6. #4 REINFORCING WITH 6 HOOK 7. END OR CORNER OF WALL MAY START 11. PROM II WALL, 1& RUN HORIZONTAL JOINT REINFORCING •SEE 8" ROD VARIANCE SPEC AT NOTES - PROTO 11 FENCE WALL SCHEDULE - CALIFORNIA
2. END Or -WALL INTO FOOTING BELOW. FILL WITH WITH #4 VERTICAL REBAR, GROUT SOLID 12. 16 MASONRY PIER WITH 4 #4 VERTICAL THROUGH PIER STOP AT FACE OF NO. 5 AT BOTTOM OF WALL SCHEDULE. 1, THE PROTO---11 WALL IS DESIGNED FOR WIND AND SEISMIC FORCES AS REQUIRED AND APPROVED EXPLANATION OF WIND LOAD DESIGNATIONS:
3. RODS AT 12" EITHER SIDE OF A GROUT OR 8" HIGH LIFTS OF MORTAR. THEN SPACE FIRST POST TENSION AND 1 #2 TIE AT TOP OF PIER. PIER AT CONTRACTOR'S OPTION. 8" VARIANCE APPLIES TO ALL RODS BY THE LOCAL JURISDICTION. SEE SCHEDULES FOR EXPOSURE, WIND FORCES, POST TENSIONED WIND VERSUS SEISMIC LOAD i NG:
CONTROL JOINT OR END OF WALL. 6A. POST TENSIONED ROD SPACING PER ROD PER SCHEDULE. REBAR MAY 13. 12 SQUARE MASONRY PIER WITH 16. ALL VERTICAL MASONRY PIER REINFORCING EXCEPT THOSE AT CONTROL JOINTS ROD SPACING. FOOTING SIZES, ETC. CONTRACTOR IS RESPONSIBLE TO VERIFY REQUIREMENTS 1, WIND LOADS GOVERN OVER SEISMIC IN
SCHEDULE BUT NOT TO EXCEED SUBSTITUTE FOR P.T. ROD AT CORNER 1 VERTICAL. SHALL HAVE 6 HOOKS AT BOTTOM WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH WIND LOADS ARE CALCULATED AS FOLLOWS:
4. NOT USED. AND END OF WALL. ALL SEISMIC ZONE 1 2 AND 3 LOCATIONS.
• " THE APPROVI D SITE PLAN SOILS REPORT AND/OR APPLICABLE CODE REQUIREMENTS. p = Ce x Cq x qs x
5. NOT USED. 4-8 ON EITHER SIDE OF THE OR END OF WALL. 14. LINE OF FOOTING BELOW. FOOLING AT AND EXTEND A MINIMUM OF 8 2 p = WIND FORCE IN POUNDS PER SQUARE FOOT (PSF) 2. FOR SEISMIC ZONE 4, THE SCHEDULES BELOW
CONTROL JOINT OR END OF WALL. 8. NOT USED. PROTO II WALL PER PLANS AND INTO FOOTING. AT CONTRACTORS OPTION, THE WALL THESE DESIGNS ARE NOT TO BE USED FOR RETAINING EARTH (LEVEL BACKFILL.) ABOVE 2'-O" FOR Ce =EXPOSURE FACTOR SEE U.B.C. TABLE 16G HAVE BEEN MODIFIED FOR SEISMIC FORCES
9. NOT USED. SCHEDULES. FOOTING AT PIER SHALL EXPANSION JOINT MAY OCCUR AT 6 PROTO-11 AS MEASURED FROM LOW SOIL TO HIGH SOIL. NO SURCHARGES WITHIN 5'-0" OF WA C PRESSURE COEFFICIENT FOR STRUCTURE -SEE U.B.C. TABLE 16H FOR WALL ELEMENTS PRIMARY SYSTEM
ARE ALLOWED. SEE DETAIL 10. _
10. NOT USED. BE 12" THICK AND 4" WIDER ALL THE FACE OF THE PIERS AS SPECIFIED 3, FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP METHOD 2 Cq = 1'3) /
AROUND THE PIER. IN GENERAL NOTE 1¢. qs = WIND STAGNATION PRESSURE, SEE U.B.C. TABLE 16F
SHOULD PROPER HEIGHT TO FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND I = IMPORTANCE FACTOR PER U.B.C. TABLE 16k (FOR FENCES 1 = 1.0)
(6
CONTAIN NO LOOSE EARTH OR FORGEIGN MATTER. EXAMPLE: EXP. C 0 70 MPH REFERS TO EXPOSURE C WITH qs AT 70 MPH
(1) 4. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 1,000 POUNDS PER
SQUARE FOOT AND A LATERAL CAPACITY OF 200 POUNDS PER SQUARE FOOT PER FOOT OF P = 1.06 x 1,3 x (.75 x 12.6) x 1.0 = 13,8 PSF
(1) DEPTH. CONTRACTOR TO VERIFY SOIL CONDITIONS PER SOILS REPORT. " (SEE UBC SECTION 1622) PER 1997 UBC
f
5. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE WITH A MIN. ABOVE 12 -0p = 1.06 x 1.3 x 12.6 x 1.0 = 17.4 PSF AND 2001 CBC
6A
�J CONTROL.
(3), (11)1
12"
, MASONRY
CONTROL
JOINT
CONTROL
I
N r� r iii s.� rii � f ��� iii' rri� � � sib ri,� � / � ,iii� � ice' � err ri � ' ► C 1 • 1 ► 1 - ► •i • ► .. ► .
MM
i�i i. r -�`` J ����r� I /` �ji�� /� ► ► • 1 ►
J �rrr �rrr, ► 1 1
6A
SPEC.
A CLEAN VERTICAL
OF ALL MATERIAL
JTROL JOINT.
SPEC.
L-
MINIM
UI
AYLIGHT
(6)
(7)
(4)
LERDO 1 1 111, 1
OEND OF WALL
END OF WALL
NOTES:
1. FENCE WALL - DETAIL NOT
SHOWN FOR CLARITY.
2. FINISHED GRADE.
3. NO SLOPING ADJACENT GRADE
ALLOWED.
4. FACE OF FOOTING TO TOP OF
SLOPE.
5. BOTTOM OF SETTING PAD:
6. SEE SCHEDULE FOR WALLS
UP TO 6'-O" HIGH.
7. SEE SCHEDULE FOR WALLS
2 ABOVE 6'-0" HIGH.
�1
NOTE:
- THIS DETAIL DESCRIBES THE
MINIMUM DISTANCE REQUIREMENTS
FOR THE LOWEST FOOTING EDGE
TO FINISHED GRADE.
SCHEDULE FOR WALLS UP TO 6'-0"
FACE ,CIF FOOTING
TO Tf)P- OF SLOPE.
MIN. DEPTH OF DIP
OR TRENCH FOOTING
OR MINIMUM DEPTH OF
13" DIA PIER
1 OR MORE
V -4"
3'-6"
` TO 11
rt`TO 5
2-10
4-0
SCHEDULE FOR WALLS ABOVE 6*-0* UP TO 9 -4
FA F FOOTING
TOVqffi
OF SLOPE.
ADDED DEPTH OF DIP
OR TRENCH FOOTING
OR ADDED DEPTH OF
13" DIA PIER
0R MORE
0"
on
on
61@
6
AW24
9"
9
"12
ro
15
1 15
3
20
20
NO SCALE
NQTE5:
1.
GROUT SOLID ONLY AT POST -TENSION
y
ROD CELLS BELOW GRADE.
2.
LOW SOIL
„
3.
CONCRETE FOOTING.
4.
HIGH SOIL
5.
PROTO II FENCE WALL.
6.
* 2'-0" MAX. AT 6" PROM II.
7.
A MODIFIED 6" THICK PROM it
WALL MAY BEGIN WITH A SOLID
8" HIGH GROUTED COURSE OF
8" BLOCK. THE SOIL RETAINAGE
MAY THEN INCREASE TO 2'-8".
19,
A. FOR ALL RETAINING CONDITION EXPOSURES B
AND C WITH LESS THAN 6'-0" FENCE ABOVE
(2) ASSUME A MINIMUM FENCE HEIGHT
"F" OF 6'-0" (H MIN = 6'+"R").
(EXAMPLE: FOR V-4" RETAINING AND A 6'-0"
HIGH FENCE WALL, H=6'-0"+1'-4"= 7'-4"
USE 7'-4" SCHEDULE DESIGN.)
B. FOR ALL EXP C CONDITIONS WITH 6'-0" WALL
(3) OR GREATER USE SCHEDULE WALL HEIGHT "H".
C. FOR ALL EXPOSURE B CONDITIONS WITH A
WALL HEIGHT 6'-0" OR GREATER USE
SCHEDULE WALL HEIGHT = "H"+8".
(EXAMPLE: FOR 2'-0" RETAINING (R)
AND 6'-O" FENCE �F), USE SCHEDULE
WALL HEIGHT = "R +"F"+8" = V-9, ).
D. NO SURCHARGES, PARKING, STRUCTURES,
ETC. WITHIN 5'-0" OF RETAINING WALLS.
10DETAIL Aj,, :` IL RETAINAGE
NO SCALE
1. PROM 11 FENCE WALL PER
PRODUCT DATA SHEET.
A. PROM II TENSION ROD SHALL BE
(1) 7/16" DIA STRAIGHT, THREADED
BOTH ENDS AND SHALL HAVE
MIN. 12" EMBED INTO MASONRY
RETAINING WALL WITH PLATE
WASHER.
2. SOLID GROUTED RETAINING
►-
WALL DESIGNED BY OTHERS.
0
INSTALLER TO VERIFY RETAINING
®
WALL DESIGNED BY OTHERS WILL..
®
SUPPORT THE PROM II FENCE
WALL ABOVE.
3. FINISHED GRADE.
z
4. 2 13 MIN. IN BOND BEAM - LAP
Z
20 WHERE OCCURS.
-
5. BACKFILL SHALL BE NON -
EXPANSIVE SOILS. SEE
o
SOILS REPORT.
6. COUPLER IF PARTIAL HEIGHT ROD IS
USED IN LIEU OF FULL HEIGHT ROD.
7. 1/4"x1"x2" EMBEDMENT PLATE WITH 1/2"
NUT PLATE D1//? COUPLER
BELOW PLATE (OR (2)NUTS).
Uj
6)
3)
NOTE:
PROM II FENCE WALL CAN BE
PLACED AT ANY LOCATION ON THE
TOP OF THE RETAINING WALL
2) (5)
(FLUSH OR CENTERED) BUT THE
POST TENSIONED ROD SHALL AT
ALL 11MES BE PLACED BETWEEN
THE 2 REINFORCING BARS AT
THE TOP OF THE RETAINING WALL
PROTO II WALL CONNECTION TO TOP OF CONVENTIONAL MASONRY
RETAINING WALL
HORIZONTAL JOINT REINFORCING
NOTES:
1. TOP OF FOOTING.
2. PROM 11 WALL - VERTICAL POST
TENSIONED ROD NOT SHOWN FOR
CLARITY.
3. 8" HIGH COURSES ARE SHOWN
IN DETAIL. OTHER BLOCK SIZES
MAY BE USED AS REQUIRED BY
THE FENCE WALL DESIGN.
HORIZONTAL JOINT REINFORCING
(REF. GENERAL NOTE #J2,
1. HORIZONTAL JOINT REINFORCING SHALL
BE PLACED AT THE MORTAR JOINTS #2
& #3 BELOW THE PLATE WASHER AND
2'-0" O.C. THEREAFTER UN11L THE TOP
OF FOOTING IS REACHED. (e.g. A NOMINAL
6'-O" HIGH WALL WOULD HAVE JOINT
REINFORCING IN A TOTAL OF THREE
COURSES).
NO SCALE
Iq
I
c
AK SHALL UL _ML , 2000 PSI MIN. MORTAR MAY BE USED AS GROUT IN 8" HIGH LIFTS.
/ \ MORTAR MUST BE A MIN. OF 4 HOURS OLD PRIOR TO INITIAL TENSIONING AND 24 HOURS OLD
A j 12 12"- 12" PRIOR TO FINAL TENSIONING.
9. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. HEAD JOINTS MAY BE
OMITTED IN FIRST COURSE FOR WEEP HOLES.
10. REINFORCING REBAR SHALL CONFORM TO ASTM A615; Fy = 40,000 PSI.
(12) _. 11. PROM-11 HARDWARE IS DEFINED AS: TENSION RODS, BEARING PLATES, COUPLERS, NUTS, ALL
(16) THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (DTI) IS A COMPRESSIBLE
(14) 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
(15) 7/16" DIAMETER WITH 1/2" ROLL THREADS CONFORMING TO ASTM A615 (FY = 60000 PSI) AND
HAVE STEEL CHEMISTRY SO THAT BENDING AND THREADING CAN BE ACCOMPLISHED WITHOUT
L - - DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = 1503 SQUARE INCHES
BEARING PLATES ARE 1/4" THICK (ASTM A36 STEEL) SEE DETAIL 5 FOR WIDTHS. 1/2" COUPLERS
-----•---r ---
,� - - - - - - PER ASTM A36 AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY
-I}„' F ENGAGED AS 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 PER ASTM F929 TESTING PROCEDURES. PLASTIC REBAR SADDLES
ARE NON-STRUCTURAL
B 12" 16" 12" 12. HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER DETAIL 8
DIP FOOTING PROFILE
PLAN
X
TOP OF FENCE DETAIL
WIND
FORCE
WALL
HEIGHT
6" PROM 11
POST TENSION
ROD SPACING
ON CENTER
DIP FOOTING
ON CENTER
SPACING SEE E
DETAIL 4 FOR
DIP FOOTING
PROFILE, SEE
DETAIL 3 FOR
SECT I ON
CONTINUOUS 8"
WIDE TRENCH
FOOTING. SEE
DETAIL 3
FOR SECTION.
16.9 PSF
3'-4"
8'-O"
16'-0"
8' x 16"
80 MPH
EXP
4'-41"
8'-0"
12'-0"
8" x 18"
G
4'-0"
81-0"
8'-8m
8" x 20"
5'-4"
6'-8"
61-8"
8" x 22"
V-0"
40--8"
W-4"
8" x 23"
6'4"
4'-0'
304"
8" x 28"
7140
20-8"
3'-0"
8" x 29"
8'-O"
21-8"
-
8" x 31"
8'--8"
° 2-0"
-
8' x 33"
*
9.-4"
1'-'4"
-
10" x 34"
AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE
FULL CROSS SQUARE (6" MINIMUM LAP).
13. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY USE SHORTER RODS, 1/2" COUPLERS AND
NO SCALE
STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3" "L" HOOK, OR "J"
HOOK AT END OF TENSION ROD.
14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX, 36' O.C. IN ALL NON -STUCCOED WALLS AND
NOTES:
20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. SEE
1.
PROTO II FENCE WALL
DETAIL 1 FOR ROD SPACING AT CONTROL JOINTS AND WALL ENDS.
2.
3" MORTAR COIER AROUND COUPLER AND/OR
15. ALL STEEL THREADS, PLATES AND NUTS SHALL BE APPROPRIATELY LUBRICATED AND FREE OF
POST TENSIOND ROD FOR CORROSION
RUST TO INSURE PROPER TENSIONING. NO COUPLERS MAY OCCUR DIRECTLY BELOW AND IN
PROTECTION.
CONTACT WITH THE BEARING PLATE.
3.
7/16" DIA FULJ HEIGHT POST TENSIONED
16. TENSION RODS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AT CONTRACTOR OPTION;
RODS WITH 3" d00KS. ROLL THREADS AT
SEE DETAIL 6, NOTE NO. 3. AT CONTRACTOR OPTION, VERTICAL REBAR MAY BE STABBED DOWN
TOP FOR NUT 0ACHMENT.
INTO THE DIP, PIER 0R CONTINUOUS TRENCH FOOTING AND EXTENDED +/-8" INTO FIRST COURSE
4.
CONC. FTG. - 40 COLD JOINTS PERMITTED.
OF BLOCK. SEE DETAILS 3 AND 4.
5.
TRENCH MAY E OVER EXCAVATED AS SHOWN-
17. A PROTO-11 DTI (COMPRESSIBLE WASHER) SHALL BE INSTALLED AT EVERY TENSION ROD BETWEEN
FILL W/ COMPLTED FILL OR CONCRETE
THE BEARING PLATE AND NUT W/ THE DTi "TABS" FACING UP AGAINST THE BOTTOM OF THE NUT.
6.
13"¢ x 3'-6' EEP CIRCULAR PIER FIG. MAY
THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROM-11
BE USED IN LIU OF DIP FIG. SPACING AND
APPROVED INSPECTOR SHALL VERIFY FINAL TENSIONING TO 6,000 POUNDS BY 1 OF 2 METHODS;
SETTING PAD T1 REMAIN THE SAME
METHOD 1; VISUAL INSPECTION OF DIRECT TENSION INDICATOR (DTI), TABS FACING UP AND
7.
NO VOIDS OR WNEYCOMBING OF CONC. AT
COLLAPSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN THE PROTO-11 DTI AND BOTTOM OF NUT:
JUNCTION OF P4•ST TENSION ROD AND
METHOD 2: U _ OF A CALIBRATED TORQUE WRENCH TORQUED TO 55FT/LBS. (DTI MUST STILL BE
REINFORCING EARS ALLOWED. PROVIDE
PLACED WITH METHOD 2. NO VISUAL INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
CONSOUDATI01 OF CONCRETE VIA VIBRATION,
INSPECTOR SHALL OBSERVE THE USE OF THREAD LUBRICANT, THE POSITION OF PLATE ON BLOCK,
RODDING OR CHER APPROPRIATE MEANS.
AND INTEGRITY OF MORTAR JOINTS. AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES.
8.
VERTICAL FOOING REINFORCING AT WALLS
MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION.
OVER 6'-0" HIH USE
18. DESIGNS ILLUSTRATED ON THIS PRODUCT DATA SHEET ARE FOR PROTO-11 WALLS AND PROM-11
c IN CENTER OF
* RETAINER WALLS UP TO A COMBINED HEIGHT OF 9'-4". ADDITIONAL SCHEDULES ARE AVAILABLE
J14
STRAIGHT " 5"124" DIP OR PIER.
FOR PROTO-11 WALLS UP TO 13'-4" HIGH AND HIGHER "HYBRID" PROTO-11 WALLS.
OR "L" OK-�"'T
9.
THIS DETAIL SMWS THE POST TENSION ROD
CENTERED IN TIE DIP FTG. - HOWEVER THE
POST TENSION I;OD SPACING IS INDEPENDENT
OF THE DIP M. AND T14EY_DO NOT NEED TO
UP.
1. POST TENSION ROD.LINE
10,
11.
NOT USED IN VALLS 6'-0" AND UNDER.
VERT. REINF. R1D EN USING CIRCULAR
WH
2. NUT.,
/ 3. COMPRESSED DTI INDICATOR - NO LIGHT PASSES
/ \
PIER DETAIL IN LIEU OF "DIP". SEE NOTE
BETWEEN BOTTOM OF NUT AND D11 WHEN
6 BELOW WAL SCHEDULE.
PROPERLY TENSIONED.
4. TOP PLATE.
12.
A CONTRACTOI OPT10N IS TO STAB THE #4
5. COLLAPSIBLE TABS.
VERTICAL REEIR (DOWN INTO THE DIP, PIER
A. PROTO-11 DTI TO BE USED AT EACH TENSION ROD,
OR CONTINUOL3 TRENCH FOOTING AND EXTEND
TABS FACING UP AGAINST BOTTOM OF 1/2" NUT
IT +/-8" INTOTHE FIRST COURSE OF BLOCK.
AND TABS COLLAPSED TO ACHIEVE TENSION.
B. DTI IS ONE OF TWO APPROVED METHODS OF
TENSIONING. OTHER OPTION OF TENSIONING IS
PROTO-II (5) TORQUE TO 55 FT/LBS USING A CALIBRATED
TORQUE WRENCH DTI MUST STILL BE PLACED
/ ON ROD IF USING TORQUE WRENCH METHOD.
NO SCALE
SEE GENERAL NOTE 17.
(3) PLAN MEW C. APPROVED SPECIAL DEPUTY INSPECTOR WILL
PERFORM A VISUAL INSPECTION WHEN USING THE
(4)��\ (�� DTI METHOD TO CONFIRM
NOTES:
THE DTI IS COLLAPSED
1.
FILL OAP SOCK WITH MORTAR.
(2) WITH NO LIGHT LEAKS BETWEEN N THE TABS
AND BOTTOM OF NUT. IF USING TORQUED WRENCH
IMMEDIATEV "FLJP" ONTO ROD,
METHOD, DEPUTY INSPECTOR HALL CONFIRM WALL
2.
CAP BLOCK OF SUFFICIENT SIZE
IS TORQUED TO 55 FT/LEIS AND VISUAL INSPECTION
TO COVER "ATE AND ROD.
DTI IS NOT REQUIRED.
1
STEEL PLAE SIZES:
D. INSTALLER MUST HAVE SPECIAL DEPUTY INSPECTION
A. 6' PROD II: 1/4" x 4 112" : 6"
PERFORMED BY ONE OF THESE TWO METHOD, BY
AN APPROVED SPECIAL DEPUTY
B. 6 SLUMP PROM 11: 1 /4 x 4 x 6 "
INSPECTOR.
SECTION INSPECTOR TO PROVIDE A COMPLETED REPORT TO
STEEL PLATS TO BE PLACED AT
X LISTED PARTIES.
THE EDGE IF THE CELL SO THAT
THE PLATEBEARS FULLY ON THREE
'SIDES,
4. CONTINUOLG HORIZONTAL JOINT
REINFORCIN PER NOTE #12.
5. CENTER Wb BELOW.
NO SCALE
NOTES:
1. PROTO II WLL
2, 3" MORTAF COVER AROUND
COUPLER FWD/OR POST TENSIONED
ROD FOR ORROSION PROTECTION.
3. 7/16" DIAULL HEIGHT POST TENSIONED
RODS WNITH3" HOOKS. ROLL THREADS
AT TOP FC NUT ATTACHMENT. NO
VOIDS OR UNCTION OF POST TENSION
ROD AND EINF. BARS ALLOWED.
PROVIDE CNSOUDA11ON OF
CONCRETEAA VIBRATION, RODDING
OR OTHEMPPROPRIATE MEANS.
4. THICKEN FOTING TO PROVIDE 3" MIN.
COVER ASiEQUIRED AROUND
ANCHOR ELT.
5. SEE SCHEULE AND OTHER DETAILS.
r1a V
FOOTING ELEVATION AT POST TENSIONED ROD
NO SCALE
h pp
4)
DIRECT TENSION INDICA
NO SCALE
NOTES:
1. 6" NOMINAL (5 5/8" ACTUAL) MASONRY.
2. HORIZONTAL JOINT REINF - SEE NOTE f12.
3. #4 CONTINUOUS AT 6" PROM 11
4. CONCRETE SETTING PAD. NO VOIDS OR
HONEYCOMBING OF CONCRETE AT JUNCTION
OF POST TENSION ROD AND REINF. BARS
ALLOWED. PROVIDE CONSOLIDATION OF
CONCRETE VIA VIBRATION, RODDING OR
OTHER APPROPRIATE MEANS.
5. DASHED LINE INDICATES LINE OF DIP FOOTING
OR LINE OF CONT TRENCH FOOTING.
6. DEPTH OF CONTINUOUS TRENCH FOOTING.
7. NOT USED.
8. 3" MORTAR COVER AROUND COUPLER
AND/OR POST TENSIONED ROD FOR
CORROSION PROTECTION AT FIRST COURSE.
9. VERTICAL REINFORCING AT TRENCH, AND
DIP F001INGS FOR WALLS OVER W-0"
HIGH. USE #4 x AT THE 6" ENTER
STRAIGHT "J" 0R "L" OK -� REQUIRED OF
EACH DIP FOOTING AT DIP FOOTING DESIGN.
REBAR SPACING IN TRENCH FOOTING FOR
WALLS 6'-8" TO 8'-0" SHALL MATCH
SPACING OF DIP FOOTINGS. ABOVE 8'-0"
AND WHERE DIP FOOTING SPACING NOT
AVAILABLE, SPACE VERTS AT 24" O.C. MAX.
10. A CONTRACTOR OPTION IS TO STAB THE #4
VERTICAL REBAR DOWN INTO THE DIP, PIER
OR CONTINUOUS TRENCH FOOTING AND EXTEND
IT +/-8" INTO THE FIRST COURSE OF BLOCK.
5" MIN. EMBED FOR PTROD.
-H I 1 (10)
_J 9)
k WALL SECTION AT DIP FOOTING AND TRENCH FOOTING
NO SCALE
NOTES:
1. FOOTING DESIGN ALLOWABLES: 1000 PSF BEARING, 200 PSF/FT LATERAL, SEISMIC SOIL PROFILE TYPE SD.
2. MAXIMUM HEIGHT FOR 6" PROTO II = 10'-0" COMBINATION WALLS MAY BE USED.
3. MAXIMUM DIP FOOTING SPACING = 16'-0": MINIMUM SPACING = 3'-4". TOLERANCE IS 12"t BUT THE NUMBER OF
DIP FOOTINGS MUST REMAIN 'THE SAME FOR A GIVEN LENGTH OF WALL.
4. POST TENSION ROD IS INDEPENDENT OF DIP OR PIER SPACING.
5. POST TENSION ROD SPACING TOLERANCE IS ±8" BUT THE NUMBER OF RODS FOR A GIVEN LENGTH OF WALL MUST
REMAIN THE SAME.
6. 13*0 x 3'-6" DEEP CIRCULAR PIER FOOTING WITH 1 #4 VERT, MAY BE USED IN LIEU OF DIP FOOTING
SPACING AND SETTING PAD TO REMAIN THE SAME.
consulting
structural
engineers
Rio Salado Executive Ctr
130 South Priest Drive
Tempe, Arizona 85281
(480) 774--1700
FAX# (480) 77,- 17(1
(511 S ' 405!
EXP.12/3
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U.S.PATENTED
4,726,567
U.S.PATENTED 5,794,921
;It Q
AND PATENT
PENDING
TRACKING NUMBERS:
99-115�-445
00-115-553
01-115-294
JOB NUMBER:
06--115-4590
DRAWN: ENGINEER:
M SB JLR
CHECKED: SCALE:
JAD AS NOTED
DATE:
11/15/06
SHEET:
OF 1