08-1620 (BLCK)I
P.O. BOX 1504 T44t 4 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT S CTIONS (760) 777-7153
BUILDING PERMIT
4 ate: 9/25/08
Application Number: 08-00001620 Owner: V
Property Address: 80640 VIA PORTOFINO SEDONA HOMES INC
APN: 777-150-011- - - 73091 COUNTRY CLUB DRI
Application description: WALL/FENCE A-4-81
Property Zoning: LOW DENSITY RESIDENTIAL LA QUINTA, CA 92253 gq.�,Cy
Application valuation: 5750 F qG
Contractor:
Applicant: Architect or Engineer: SUNROSE CORPORATION
73091 COUNTRY CLUB DR #A4-81
PALM DESERT, CA 92260
(760)773-6633
Lic. No.: 533670
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 Professionals Code, and my License is in full force and effect.
License Class: 13 License No.: 533670
DaterL`7 _O
f— O Contractor.
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 i«tianre, 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.).
(_ 1 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. , BAP.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:
LQPERMIT
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 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 1890453-2008
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
•person in any mannej 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.
DatO.05 Applicant
WARNING: FAILURE TO SECUR 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 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 1 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 county to enter upon the above-mentioned property for inspection purposes.
Date:�Signature (Applicant or Agent):
Application Number . . . . . 08-00001620
Permit . . . WALL/FENCE PERMIT
Additional desc . .
Permit Fee . . . . 81.00
Plan Check
Fee
.00
Issue Date'
Valuation
. . .
. 5750
Expiration Date 3/24/09
Qty Unit Charge Per
Extension
BASE
FEE
45.00
4.00 9.0000 THOU BLDG
2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and Comments
230 LN FT X 6 FT HT BLOCK TO CITY
STANDARDS & APPROVED PLANS
Fee summary Charged
Paid Credited
Due
-------------------------------------
Permit Fee Total 81.00
----------
.00
----------
.00
81.00
Plan Check Total .00
.00
.00
.00
Grand Total 81.00
.00
.00
81.00
LQPERMIT
Bin #
City of La Quinta
I Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Z11
Permit #
Project Address: P'/1-
Owner's Name:
A. P. Number:
Address: 3
Legal Description: ! `m7' Z W y- y-
City, ST, Zip: yPr
Contractor: S a !J
Telephone: �.
Project Description:
Address: 73 —c5% C.�X�yl `' /�` �
// fit/
City, ST, Zip: LG1n
0 4/v,—•/ l� ( j3 locL
Telephone: 60 —773-601'33: 73—
6� 3:
? P=
State Lic. #: i3 (5.
City Lic. #:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: j /h f
Construction Type: Occupancy:
P Y:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 760 Estimated Value of Project: ( D p d
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMTr FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Cafes.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2nd Review, ready for correctionsrissue
Electrical
Subcoutactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''d 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
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Underground Service Alert
REVISIONS. DATE INITIAL APPROVED BY.- P 0. Box 12960 17% the City 2f La, Q-ai-nta, =H NUMBER:
Call: TOLL FREE Civil Engineering Pailm Desert, California 92255
_j 1-800 Land Surve (760) 34,6-8015 2
ying Precise Grading Plan oF 2 sHEETs
227-2600 Fox (760) 346-2548
0 www.fe;ro.net
Troct No. 29894-2 DWG FILE
th 0 C*ynqM M, Fom Em9mawl, W. Lot IJ7,
DA TE MOM
Cq PREPA110 MO19? THE DIRECr SUP&WWON OF- Per MB 32-7 1-'-6-88 Jdy0
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K. Feiro R.C.E. 52260 DATE
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15. SEE
NU.N.O.AND APPROVED _
6 PROM it WALL TYP. U.N OR WIND .AND SEISMIC FORCES AS REQUIRED
CORNER OF WALL MAY START 11. 1. THE PROTO-Ii WALL IS DESIGNED F �/
CING WITH 6 HOOK 7. END) OR COR C
TENSIONED ROD. 6. #4 REINFOR » L THROUGH PIER .STOP AT FACE OF N0. 5 AT BOTTOM OF WALL SCHEDULE.
1. POST OUT SOUD 12. 16 MASONRY PIER WITH 2 #4`VERTICA
WiTIH ' VERTICAL REBAR, GR � BY THE LOCAL JURISDICTION. SEE SCHEDULES FOR EXPOSURE, WIND. FORCES, POST TENSIONED
INTO FOOTING BELOW. FILL WITH #4 OPTION. ALL RODS
END OF WALL PIER. -SOLID PIER AT CONTRACTORS 8 VARIANCE APPLIES TOA C. CONTRACTOR IS RESPONSIBLE TO VERIFY REQUIREMENTS
2• » PACE -AND 1 2 TIE AT TOP OF PIER. S
LIFTS OF MORTAR. PER2
GENERAL .NOTE 8. THEN S # ROD SPACING, 'FOOTING SIZES, ET
UT OR 8 HIGH U MASONRY EXPLANATION OF WIND LOAD DESIGNATIONS.
IDE OF,
GROUT ALL -CONVENTIONAL VERTICAL M EXCEPT THOSE AT CONTROL JOINTS
3. RODS AT 12 EITHER S -16. A
PER FIRST POST TENSION ROD D PER SCHEDULE GROUT TOP COURSE. » WITH BUILDING DEPARTMENT AND OWNER. ALL WORK 1S TO BE PERFORMED IN ACtCORDANCE WITH
OD SPACING S
OST TENSIONED R 6 HOOK CABLE. CODE REQUIREMEN'ifS. I = 0.87: (CATEGORY T .TABLE 6-1
INT OR END OF WALL. 6A. P " PIER REINFORCING SHALL HAVE AND END OF WALL.
CONTROL JO WITH 1 4 VERTICAL THE APPROVED SITE PLAN SOILS REPORT AND/OR APPLICABLE ASCE 7-05
24 MASONRY PIER Wi #
P.T. ROD 13. � = f x At E 6-27j
MAY SUBSTITUTE FOR )
REB3AR _ F z x G x C (QN
BUT NOT TO EXCEED MINIMUM SCHEDULE. ' (NIM LEVEL BACKFlLL AIBOVE 1 4 FOR _ 00256 x Kz x Kzt x Kd z V EQ. 6-15 q
OD WITH PLATE : AT BOTTOM AND EXTEND A M ESIGNS ARE NOT TO 8E USED FOR; RETAINING EARTH ( ) qz 0. ( }
4. POST TENSIONED R " NER AND 1 2 TIE AT TOP PIER..
LL. SEE EACH COR # AT CONTRACTORS OPTION, THE WALL 2. THESE D » » " » G - 0.85 RIGID STRUCTURE SEC 6.5.8)
» " - .EITHER SIDE OF THE AT 'CORNER OR END OF WA " AND 2-8 FOR 8 PROTO-II AS MEASURED FROM LOW Kx =.0.57 EXP 8, 0.85 EXP C (TABLE 6-3}
LOCK. -PER 4 8 ON OF 8 INTO FOOTiNG.
SIZED TO FIT A B W FOOTING AT
OTING BELOW. EXPANSION JOINT MAY OCCUR. AT 4 PROTn-II, 2 -0 FOR 6 PROTo-II, � » _ *Cf = 1.3 x 1.1 FOR S/H = 1 AND B/S ,� 10)
FOR PLATE SIZES. 14. LINE OF FO ALLOWED. SEE DETAIL 10. = 1.0 FOR H 15'-0 SECTION 6.5.7.1 #5)
CONTROL JOINT OR END OF WALL DETfAiL 5 0 HIGH SOIL NO SURCHARGES WITHIN 5-0 OF WALL ARE ; Kzt S
5. AND ACE OF THE PIERS AS SPECIFIED SOIL T
DETAIL � WALL PER PLANS A THE F � TABLE 6-4 At = 1 SQUARE FOOT.
LOCATED BELOW PROM II )
OOTING TO BE L
DIP F NG SHALL BE STEPPED. EACH STEP Kd 0.85 .(SIMILAR TO SOLID SIGN,
8• 0 BE LEVEL iF GROUND SLOPES THE FOOT(
ATTACHMENT BY LL RAL NOTE 14.
3. FOOTINGS T
5. MAN GATE ANDA NG AT PIER SHA IN GENE
_ SCHEDULES. FOOT(
NATIONS SHOULD BE CLEAN AND V _VELOCITY 3 SECOND WiND:GUST
EBLOCK: 0 FIT BLOCK TYPE USED. ALL EXCAVATIONS =4!-O". A » .SHOULD BE PROPER. HEIGHT T
WIDTH»
MAXL'
S. L
ERER
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AND ON P
A OPTION, ICK -ORS
TH CONTRACTORS 12 CONTR /
8E T
A
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SIGN
MATTER.
URS. OR
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6 CONTAIN N E 6-20 FOOTN
9. OR PER FIGURE OR OBLIQUE
ADJUSTMENT- FACT P
* MULTIPLIER USED TO
ADJUST F QU
MAXWEIGHT
60 POUNDS.
1.1 MULT P
BE USED IN
AROUND THE PIER TENSIONED RODS MAY
WITH VERTICAL PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION
GR(DUT ONLY CELLS Wi HALL BE FIRM AND COMPACTED
1 (
8 10. 4. SOIL S
ORCING
U IncOF CONVENTIONAL REIN SOILS COPpOITIONS MEET OR
UE ORT THAT SITE
COMVENi10NAL REINFORCING AND "r -O EXCAVATION, CONTRACTOR SHALL VERIFY VIA SOILS REP
TING A?F THE TOP OF
PASSIVE BEARING PRESSURE OF 200 PSF STAR
EXCEED AN ALLOWABLE PA TFT
D. 3 r
SOLU 1
w
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FARING O i l D P
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TRENCH FOOTING
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- ---- **
ACING
ON CENTER
DEPTH
CONCRETE IWiTH A MIN. ACING ROD SPACING
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5. SOIL SHALL BE WELL D
NG SEE SEE
DETAIL 3
„ Y ON CENTER SPACING,
n ... �.... _ OILS ENGINEER ON CENTER
,.. ED BY OWNER S CENTER
, Y WHERE REQUIRED ./ ON
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STRENGTH OF 500 P
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14 1
OR SECTION
( ) ( 4 FOR F
AIL
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DET
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TEN
SION
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LD PR
15 OURS 0 ,
CRETE SHALL BE A MIN. OF 48
H
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15 IP FOOTING -
s. D
) MASONRY. ( IN MA
SON
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I BARS S 32
FOR
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2
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6. LAP
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OF WALL PROF
END w .
4
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DITi __A CON __ 5 BAR.6/-(6 �,RETURN 24 LAP. IN CONCRETE FOR OR #
DETAIL 3 FOR
O
O
MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2,000 PSI Nu11N. (F M DESIGN
7. CONCRETE MA SECTION
------ PRIOR
� -- ____-- ------ - PSI). MALL BE A MIN OF 7 DAY'S OLD PR '
-------- -, � CRITERIA FOR BLOCK IS BASED ON 2000 P)
• .. I R
.:: �,� AND BED JOINT BLOCKS WITH MORTAR MAY( BE USED OR
.:,... � ` TO ROD TENSIONING. STANDARD HEAD
N 16 -0 _ 17
1 -0 8-0
( .� .,. I USED.. F 8 -0 8
� � INTERLOCKING BLOCKS MAY BE i 14.1 PS 3 -4
► "
sA ..
. ......
/
N
, 18
t 11 LIFTS
.. HIGH
.. GROUT IN 1$ -0
6A A MAY BE USED AS 14
• . ( ) MORTAR SHALL BE TYPE 5, .2000 PSI MIN. MORTAR M 85 MPH g -S 8 -0 8 -0
WALL �. O
1
END OF RS OLD « / w •
B L_____--- ---- « : URS OLD PRIOR.TO INITIAL TENSIONING AND 24 HOU Ex 'C r » 21.:
11 •. „ -. ;' MORTAR MUST BE A MIN. OF 4 HO P
)) 4 -8 4 -8 6 -8 8 _0 12 "0
O 12
. 24 « w w
1 ..... .... 12 TENSIONING. N / 1 w
PRIOR TO .FINAL TENSION I -0 22
( -0 8 -0 12
CONTROL JOINT SPEC.
5 -4 3 -4 6
CON .HEAD JOINTS MAY BE N
A MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING , N
9. FlRST MA • _ 24
O 6
4
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6-0
11 -6
12 ES. «
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6
N
9
26
10 000 PSI.
6 -8
3 -+4
4 -8
STM A615 F 40 N
SHALL .CONFORM TOA r «
11 ( ) REINFORCING. REBAR Y N
3 7 10• N
( ) 16 N _
3 O 27
(3 O 7 -6
_ TES COUPLERS NUTS ALL -4 2 ...g 4 -0
14 0 II HARDWARE IS DEFINED AS. TENSION RODS, BEARING PLA 7 «
) 11. ' PROT •
( w
w / r
_ 29
.COMPRESSIBLE ' 3 -4 6
1 ON INDICATORS A> DIRECT TENSION INDICATOR DTI IS A -0 2 -0
1 r O THREADS, DIRECT TENS( ( (DTI) 8
« ELL FULL r w
SOLID GROUTED C _ ( 15
ALL Y ONLY AN _ « » 30
END OF W 12 1 ,. OF THIS HARDWARE SHALL BE SUPPLIED B -8 5 -6
C ( 15 WASHER AND PLASTIC SADDLES. ALL
NOTE 8. I
PER GENERAL t » »
HEIGHT P ,.� ,
HALL BE
_ TENSION RODS S »
OIR. POST TE _ _
,,,-, �__ ------------ APPROVED PROTO II LICENSEE TO THE CERTIFIED INSTALLS -0 32
(4 CONDITION - .. Nrw « o ASTM A615 FY = 60000 PSI AND
12 12 RETURN CON 7 16 DIAMETER WITH 1 2 ROLL THREADS' CONFORMING T ( )
r
l
. , . PUSHED WITHOUT
.,, BENDING THREADING CAN BE ACCOMPLISHED O HAVE STEEL CHEMISTRY SO THAT B
_------____-- *SEE GENERAL NOTE 1B.`
NOTE. ..... �, ., r TENSION .ROD
�... ... SIGN ROD. AREA OF POST TE .1503 SQUARE INCHES
MASONRY � f 'DAMAGE TO THE POST TEN
yds
_ , � ..:� _ COUPLERS .. 1 2 CO PLE
AL .. ., OR WIDTHS..
TiC s DETAIL 5 F ION
VER SEED OPT
CLEAN .....�. CK F 50 KSI CONTRACTOR'S MAKE A � N RING PLATES ARE Ile THICK / ADJUSTMENT AT CONTRA )
CONTROL t I I BEA / (Y' ) ** TRENCH FOOTING DEPTH ADJUS
_ GAGE THE UPPER. AND LOWER ROD
K OF ALL MATERIAL- �
___-- AND .THE .COUPLER MUST FULLY EN .
BREAK -- _ __-- ' ' _----- PER ASTM A563 GRADE A, A
JOINT
N
PER
E TO ®E GRADE 8 E.
1S ARE GRAD
2 NU BELOW
• 1 BURIED A 1 2 MIN. COUPLER 1 MASONRY MAY BE B I
FULLY ENGAGED AS DEFINED S / TO ONE OF MASON
CONTROL JOINT. 5 ® FU /
INC : `, AT THE CONTRACTOR'S OPTION, UP
DIRECT TENSION (INDICATOR
D11
GRADE 60. D HE SOIL WITHIN
O 16 12 2 ALL THREADS PER ASTM. A307, � TRENCH DEPTH PROVIDED T
$ 5 12 ASTM A325. 1/ THE BURIED BLOCK MAY BE USED AS PART OF THE
NT SPEC. s
L J01 � SADDLES N
CONTROL LASTiC REB AR
PER ASTM F959 TESTING PROCEDURES. P THE OVERALL WALL HEI IS
B INLINE PILASTER OR COMPRESSIBLE WASHER IS E BLOCK IS COMPACTED TO 90 PERCENT.
INLI ) 5 -O OF EACH SIDE OF TH
O N -
: _ F THE WALL
AL TING TO
THE TOP 0
NON-STRUCTURAL F00
ON STR OF THE
ARE N .ROM THE TOP
PIER 1 L' 3 F
_ MASONRY PILASTER DEFINED AS SHOWN IN RETA
M 12 STANDING
6
8
HIGH MAX FREE
TE
A
T i
N GA L e
A ( ETA(
M LACED PER D
D INT REINFORCING SHALL
BE 9 GAGE DIAMETER
WIRE AND P
HORIZONTAL NTAL
JO
12 U IED.
O
- 82 LADDER TYPE 9 GAGE. DIAMETER. LAP JOINT REINFORCING ONE
REGARDLESS ESS OF WHETHER A
COURSE I
S BUR
AND CONFORM TO ASTM.A82
DlT10N
S AND
OPTIONS
NO SCALE w
CON P.
IAL WALL 6 ,MINIMUM LA
SPECIAL CROSS SQUARE
FULL )
r
COUPLERS AND
1 CONTRACTOR MAY
USE
SHORTER
RODS., 1 2 ;
DS CON /
LEU OF FULL HEIGHT --RODS, .
13. IN L
9
STRAIGHT RODS THREADED BOTH ENDS FOR ADDITIONAL LIFTS. MIN. OF 3' «LN HOOK, OR NJw
(
NOTES'
T END OF
TENSION ROD.
- A
NOTES:
HOOK
,
- :AND
CE WALLN ALL NO
N STU
CCOED WALLS
II FEN 36 O.C.
1. OTO MAX.X.
PR AT MA
.CAL
CONTROL
JOINTS
TO BE PLACED
14.
VERT(
D OR ` MATERIALS. SEE
COUPLER AN MATERIA
ND CO ALL AROUND A OF
PER COVER BREAK L P TAR VERTICAL B
WALL 2. MOR / AN VER
1. OTO II FENCE 3 STUCCOED WALLS WITH CLE
PR 3 ON CENTER IN STU
1
D FOR CORROSI
ON
20
D ROD DS.
TENSIONS AND WALL EN
O OST JOINTS A
• - t P CONTROL A SHEET AT CON
PRODUCT DATA ROD SPACING
PROD DETAIL 1 FOR
• PROTECTION. _ BE PR RING PLATE.
TES. SHALL E BEA
NO ROD CT WITH TH
SIGN AND CONTACT TEN AN
0 it BELOW
ROT DIRECTLY A. P CUR DIRE
« 15
NO COUPLERS MAY OC
T POST TENSIONED LL NEIGH 0OPTION;
IA FU
3. D
7 16 CE AT t;OMTRACTOR
_ FADED RETE OR TiED IN PLA
T STRAIGHT THR / STABBED INTO WET CONC
CE WALL DETAIL NO ,. ? 16 DIA r
1. ` FEN .. 1 / 16. TENSION RODS MAY BE
( NUTTED END.-
RODS WITH 3 HOOKED AND BE STABBED DOWN
OPTION VERTICAL REBAR MAY
ND SHALL HAVE 0. 3. AT CONTRACTOR ,
SH01�lN FOR CLARITY. BOTH ENDS A JIt SEE DETAIL 6. NOTE N
OP FOR NUT ATTACHMENT.
N DS
AT T
ROLL
THREADS
3A
AND
4.
NRY TAILS
SO SEE DE
MA IP
0 ED
INTO o iH
GRADE. E.
MIN.
2
EMBED ED INTO ED I
2
FINISHED i
COLD
JOINTS
PERM
ITTED.
NO EN
4 CONC. FTG EVERY TENSION ROD BETWEEN
n T1 (COMPRESSIBLE BLE
WASHER SHALL
BE INSTALLED ..OTO -IID )
TE 17. A PR
WITH PLA
DE G WALL _
DJACENT GRA RETAINING
3. ` NO SLOPING A EXCAVATED AS SHOWN
I, 5. TRENCH MAY BE OVER EX » OF THE NUT.
I ACING UP AGAINST. THE BOTTOM
NUT.
THE
BEARING
PLATE AND NUT W THE DTI TABS" F
D r
S
HER
AN t
WA _
D. OR CONCRETE ALLOWED. COMPACTED FILL A W CO
FlLL ROTO II
/ ME OF Fl
NAL TE
N
SIONING BY A P
REQUIRED AT Ti
/ w INSPECTION R Q
w SPECIAL DEPUTY
AI
NTNG
THE
D RET - G. .
OP OF GROUTS EEP gRCULAR PIER FT
4.: FADE OF FO
OTiNG TOT 2. SOLID 6. 13 DIA x 3 6 D
TENSIONING TO 6 000 P
OUNOS BY 1 OF 2 METHODS,
I'
G
APPROVED INSPECTOR SHALL
VERIFY,FINAL TENS .
OTHERS. . SPACING 4 0 FTG
BY OF DIP DESIGNED LIEU
3 DESiG USED IN
Y BE
WALL MAY O O 2 S FACING UP AND
SLOPE. f- TENSION INDICATOR DTI TAB
O OF DIRECT TEN /
1 VISUAL INSPECTION ( )
RETAINING _ ... AD TO REMAIN THE SAME
METHOD .
BOTTOM OF SETTING PAD ,_.. �, INSTALLER TO VERIFY AND SETTING P OM OF NUT.
5. B _ . ....�-� .. IGHT-LEAKAGE BETWEEN THE PROTO-II DTI AND BOTTOM 1 . �,..., � COLLAPSED AGAINST NUT W/ NO L
( ). w T
WILL 7. 0 VOIDS OR HONEYCOMBING OF CONC. A
. S o SIGNED BY OTHERS N S. DTI MUST. STILL BE
SCHEDULE FOR WALL Lw WALL DE ,, TORQUE WRENCH TORQUED TO 55FT
6. `: SEE METHOD 2. USE OF A CALIBRATED Q /!-B
2 -� _
ST TENSION ROD AND
O I JUNCTION � PO
_ o RT THE PROM II FENCE
UPTO6 O HIGH. SUPPORT L INSPECTION OF DTI REQUIRED WHEN USING METHOD 2).
o PLACED .WITH METHOD 2. NO VISUAL
ALLOWED. PROVIDE
DE
REINFORCING BARS A
BLOCK,
OF PLATE
ON BL
Z ON ,
ni THREAD
LUBRICANT, T THE
POSITION S ABOVE. OF THR
OR WALL WALL SERVE THE USE r
SEE SCHEDULE FOR INSPECTOR SHALL OB
4
CONCRETE VIA VIBRATION, DATION OF CO CR ,
« CONSOLIDATION ES.
, APPROPRIATE PART(
0 ALL APPR
�u.l A SIGNED
REPORT T
_ E. D PROVIDE
GRAD NTS. AN
(SHED MORTAR JOINTS. 3 FINISHED D INTEGRITY OF MO
VE 6 0
HIGH. AN
.ABO �n
TAMPING NG OR
.OTHER
2
RODDING, SHOVEL A
un P INSPECTION.
LA 3 SPECIAL
BEAM 7 IS SPE
OND B ED ON THIS B S BAS
IN. IN DESIGN
4. 2 3 M ) MASONRY co
w
O M
TE MEANS.
v 1
0
APPR
OP
RIA
AND PR
OTO
I
!
1 SA
z ( } OR PR
OTO
WALL
RE F
SHEET A
CURS. d• * .THIS PRODUCT
DATA ,
20 WHERE OC 8 11 18. DESIGNS ILLUSTRATED ON
z G REINFORCING AT WALLS w
(} 8. VERTICAL FOOTiN R
NOTE. _ BLE
_ I SCHEDULES ARE AVAILABLE
, "N DDITIONAL S
� OF 10 0 . A
E NON EXPANSIVE : UP TO A COMBINED HEIGHT
- 5. BACKFlLL SHALL B � _ _ RETAINER WALLS ,
�- "HYBRID"
N 12 0 IGH USE
_ DESCRIBES .THE 3 OVER 6 0 H «
AIL DESCRI
THIS DET _ PROM -11 WALLS.
•� 4 HIGH AND HIGHER .HYBRID
T. ROTO -II WALLS UP TO 13
� S REPORT. FOR P
SOILS. SEE SOIL
IN CENTER OF
t REQUIREMENTS IREMEN
TS 3� x
CE Q
N N
DISTANCE INSPECTION
(MUM SPECIAL INs
'.MIN « INSPECTION. SPS
. S REQUIRE SPECIAL IN5PE
S CONVENTIONALLY REINFORCED PILASTER QU
� ODI All' CON
HEIGHT R « 19.
... I IF PARTIAL s
6. COUPLER DiP.
C T.J..
5TRAIGH
NG EDGE -GROUT E
T F o 4 INSPECTION TH
LOWEST 2 ROUT I�VS
THE « PRE G
FOR GROUTING ALONG WITH A
� « w OBSERVATION OF GROU
w INCLUDES
CONTINUOUS
GT
ROD. HEIGHT H
IN
LIEU
OF
FULL M
ED � OK
USED L
FINISHED GRADE. STRUCTURIAL ELEMENTS,
_ TO « _ S VERIFICATION OF THE LOCATION OF
0 MINIMUM PRE GROUT
INSPECTION INCLUDE
5 z
S WITH TENSION ROD
WASHER I�SHOWS THE POST
2 2 DIAMETER 9. THIS DETA
7 ( F MATERtIALS BEING USED
v " WORKMANSHIP AND QUALITY,OF /
r 'REINFORCEMENT AND OVERALL WOR
_. _ GRADE OF R
T E
DAYUGH 1 2 G. HOWEVER TH
T'0 _. ND IN THE DIP FT
F= VE WASHERS A CENTERED
12 N
UT ABO /
i
a CONSTRUCTION DOCUMENTS.
4
INDEPENDENT
FOR CONFORMANCE WITH
i LING IS
INDEPE
O TEN
SDN ROD
SPA
o TWO : � POST TE
c� WASHERS OR _
PLEB
BELOW W
COU (
1.3. ,
E-- . I.E.IECf
r E EXCLUDED
� DESIGNS ARE
� N 20. END ZONES .FOR NAND D
o OF THE DIP FTI;. AND THEY DO NOT NEED TO '
1
2
NUTS). .
r
LJ E UP.
cu..
UN
SCHEDULE
FOR WALLS UR TO 6`0'
FACE OF FOOTING
TO TOP OF SLOPE.
MIN. DEPTH OF DIP
OR TRENCH FOOTING
OR MINIMUM DEPTH OF -
13" DIA PIER
"
12 OR MORE
N
2'-4
, n
31-6-
6 TO 11
3 TO 5
2'-7"
2 -10
3 -10
4P -O"
i`
SCHEDULE FOR WALLS ABOVE 6' -ON UP TO 9 -4
FACE OF FOOTING
TO TOP OF SLOPE.
36" OR MORE
ADDED- DEPTH OF DIP
OR TRENCH FOOTING
ON
OR ADDED DEPTH OF
13" DIA PIER
0"
30
24 I
12"
6
9
15m
69
15
3 I
20
20
rn i 10. NOT USED IN WALLS 6'-0 AND UNDER.
lin i
i
5
. NOT USED.
SED.
12. ACONTRACTOR OPTION PTION
15 TO STAB
THE
6
O
16" 01
VERTiCAL REBAR DOWN INTO THE DIP.
• MIN.
NOTE.
3
PROM
it FENCE CE
WALL
CAN
BE 1. POST TENSION ROD.
,2.
NUT.
THE S `
ON ON NO WGHT PASSE
AT ANY LOCATION COMPRESSED DTI INDICATOR
PLACED 3.
D On WHEN
ALL BETWEEN
BOTTOM
OF NUT AN
ING W
OP OF
THE R
STAIN
T
(FLUSH OR CENTERED) BUT THE PROPERLY TENSIONED.
(5), POST TENSIONED ROD SHALL AT 4. TOP PLATE.
COLLAPSIBLE TABS.
...5. COLU1
2
BETWEEN tt.l ) ES
BE
PLACED BE
( LL TiM
A
T EACH(
TENSION ROD
0-11 DTI TO
BE USED A r
REINFORCING BARS AT
IP FOOTING PROFILE A. PROT
THE 2 R FACING UP .AGAINST BOTTOM OF 1 2 NUT
4 TABS FA /
O NO SCALE
G WALL•
E RETAINING (EVE TENSION.
THE TOP OF TH AND TABS COLLAPSED TO ACHIEVE
B. DTI IS ONE OF TWO APPROVED METHODS OF
a
. TENSIONING. OTHER OPTION OF TENSIONING IS
.:..
NOTES.
2
N
O
7 . . S - USING A CALIBRATED
_ TORQUE TO 55 FT
O 5 Qu FT/LBS
X
NTH
MORTAR.
PR
OTO
II
1. AP BLOCK WI
1
FILL C
TORQUE
WRENCH
DTI
MUST STILL
BEE PLACED
1
'FLIP*
QU
ONTO ROD.
IMMEDIATELY :FLIP SING TORQUE WRENCH METHOD.
ON ROD IF U
2 CAP BLOCK Ar SUFFI
CIENT SI
ZE
SEE GENERAL NOTE 17. ;
r
TY INSPECTOR
WILL
_
SPECIAL DEPUTY AN
DR
C.
APPROVED SPE
R PLATE (n
TO COVER
3
HEw
.. N
3 � JJ
0
. L USING THE
. ON WHEN
ECn
(NSP ( �
... VISUAL V
.. ) ORM A
_ ( F z
PER
�• w
SIZES:
i'
.. TE _
3.
STEEL
PIA
1
IIS COLLAPSED
.. Eon
CONFlR
M ni
.,� TO •
w 4 MEni
00
Y
w
DTI MASONRY )
S
MA .
NAL � _
CONVENTIONAL OP OF to
TO NE
CT1
ON T
.CON 3 x 6
WALL OT II 1 4 x
TO 11 4 PROTO o a.
PR AND
/ AKS
BETWEEN
THEE TABS
WITH NO LIGHT LE
M
N
w
YII d
w 2
Rof2
x
6
4 1 WENCH �
OTO II. Ile x E[D WR
PR G TORW
6 USING w
LL IF
WA B NUT:
ING BOTTOM
OF N
ITV
E
TA /
/ N 1
00
T1
NG
S-
U
F
_ FOR M wAtJ.
IL CONFIRM TA 4 WILL CON
E s wl
HT D 4 x INSPECTOR DAYLIGHT UMP. PROM II. 1 4 x METHOD, DEPUTY IN
5 0 TO 7 SCALE II O C. s SL M �
.Nos / J
» o
t INSPECTION
Li t VISUAL IN
SAND
LE 55 FT .-
SCA S TORQUED To
NO 8 I QU
8
PR
DTO II. 1 4 x 6
12
x FT/LBS ��
D. z
/
/ �C z
M
a
(RED. r•
u
OF DTI
SNOT REW o
0
0
T
0
B CED
A
TES TO E PLA
STEEL L PlA _
ON
SPECIAL
DEPUTY(
INSPECTION
v
u HAVE SPE cn
UST HA
D.
:INSTALLER M � a
4
AT o
M
t
THE CEL SO THAT w
OF L
i E EDf� �-
I TH z
TWO
METHOD, OD
BY cn 1
M BY
ONE
OF
THESE /
NOTES: PERFORMED >
i d
rn
�0_- s w d -
It
cfl
1E BEARS FULLY ON o
PLA �
THE o
AL
DEPUTY
INSPECTOR.
R.
AN APPROVED
SPECIAL �
I-
O
1.
NOT
T
USED.
D
.
,
n
'
;
®1
LJ..
diiREESDES. INSPECTOR TO aCOMPLETEDREPORT TO .�.... vSEC11ON _�-
d
d
too_
n
f�v-
2. LOW 4 CONTINUOUS HORIZONTAL JOINT. LISTED PARTIES. Sd I
canna
3. CONCRETE FOOTING. NOTES. REINFORqNGPER NOTE 102. uZmo
Lu �"
0 4 HIGH SOIL, BE WELL 1. TOP OFFOOTING. owdxm5.'CENTER OR WEB BELOW. d
DRAINED ANDNONEXPANSIVE bo 2.PRO011WALLVERTICAL POST DIRECT TENSION INDICATOR �o
_ w
1
•
'
TE
NSTO
N
E
D ROD NOT SHO
WN
FOR
R
�
S
JNO SCAE5.PROOi{ FENCE WALL 5
6.*14w MAX. AT4«PROM i CLARITY.
*21_0N MAX. AT PROM II. 3. 8M HIGH ARE SHOWN
dz
2*
2_8MAXAXAT8PRO0 II.
IN DETAIL
OTHER
BLOCK SIZES
NOTES:
o
U-1
Z
r
. m
REQUIRED B
Y »
S RE 1
Y USED A Q
MAY
MAY BE U
LL M
TO f
WA }
PROM OPR
CK I AL
I ACTU
THICK 5 8
6 3
D o NOMINAL
E -4
A
MODIFIED 1 •
7. /
r
O
w
Boo
•
DESIGN.
THE
FENCE
WALL - �
D OPR _
L
UTE CTUA ^^�
0 L_ A W
GR _J 5 5 8
UD 8
HIGH __-- � 6 NOMINAL _
NTH
A
SO /
BEGIN Wi z
5
s
t..
II1ti t
I
ttItII
COURSE
U
R
S
E
O
F
8
M
B
L
O
C
K
.
(S
E
E
GE
N
E
RA
L
N
O
T
E
3
2
8.•
N
O
N
A
L
_
7
5
»A
C
T
U
A
L
,
U.S
.0P
A3
T
E�
T
1E
D2
1
54
�7
26�9
5
06
7
9
�
CAU
.
o
N OZ. HORIZ0 TALJOINT REINF_ SEEGEN.NOTE2 u.s. TENTED 5 794 92t t8).THEsoIL RETAINAGE THEN INCREASE a
O 2r_8 . FOR
WIDE WALLS USE a� 3.�CONT(NUOU5AT4 d6 PRtOTO11 AND PATENT PENDING
UPROM II.. E1 6DEEP AT OP OF FOOTING. 4 #5CONTINOUS
AT 9
R I WIDE.FLANGBE BASED ON TOP 0F FENCE DETAIL 4.CONCRETE SETTING PAD. NO VOIIDSOR
ROD SPACING SHOULD HONEYCOMBING OF CONCRETE AiF JUNCTION
6"
wBLOCKD NOTES coW 5 NO 0F POST TENSION AND REIMF. BARS TRACKING
A_c BELOW5 ALLOWED. PROVIDE CONSOLIDATION OF 03_115_906
8. NOMORTARAT-HEADJO NTS FOR NOTESCONCRETE VIAVBRATiON1RODDIING
DRAINAGE ATRETAWEDAREAS. 10 SHOVEL TAMPING GoR OTHER APPROPRIATE .
63 1. PROM II
WALL
MEANS,
7A
N 12
t �,
r S
0
4
115
5
r,nn �eerui� e F NOTE TING
AROUND 00
T10N AR 1P F
COVER OF D
S � MORTAR TES UNE
Tl G EL 3 MO LINE INDICA
I 0 N 2. DASHED
8
7 t
V
SPACING ( I -
TIN
G. -
» TENSIONED CH F'00
NSI EN
POST TE OPTIONAL PT10NA
AND/OR OF 0 438
A UNE 5
LER OR 115
2 WALLS
WITH
4
8
OR
COUPLER 0 7
A
t TNG
W
RETAINING N
cr ) ALL
R 1
( A
OR
A.
F
I 2
O CON.. NOT USED.
510N
PROTECTION. 6. N
0
CORRO
7
ROD FOR
N
_ M »
N
U �-
IM 4
MIM 70
i E A 115
5
ASSUME su
M 08
E
ABOVE N
NC
5 FE il.
S OTO
LE AND
6 PR
I A4
» POST TENSIONED
ED
7.
8 AT
/ HEIGHT P
I FULL
HEI
3. IA
N D
16
LING
7 »
T NFOR_ «
J REI
NFO JOINT HORIZONTAL NTAL /
4. w _
8
5 N _
OF FLA
F" USE 10
WIDE
FLANGE, t HEIGHT ) OR 8 WIDE .WALLS
FENCE ( 7A. F
08 115
5742
» 3 HOOKS. ROLL
THREADS '�
/ • RODS WITH
}
TE 1 »
'bo ENER
AL
NO
REF G
n
3 NG
_ 0 FOOT(
OP F
R AT T
t DEEP
4
+ 6
5 )
i
H
MIN
t
1
ILI . NO
( I ATTACHMENT. ,
TTACH
T
TO
P FOR NUT A »
_ REINFORCING
SHALL A •
8 TR
EINF
I. HORIZONTAL JOINT NUMBER:
0 JOB U
4 T COUJPLER
� WITH 5 COVER AROUND
WALLS W1 € B. -_ 3 MORTAR
� RETAINING W 7A
RE
R ALL ( )
B. FOR
N
ST
TENSION JUNCTION OF
PO
JOINTS
2
VOIDS
OR JUNG
R u
N MORTAR T THE ..
E PLACED A
8 #
_ (MUM TENSIONED ROD FFOR A MIN DOR POST
_
ASSUME AN
6 0 FENCE ABOVE /
» ALLOWED.
r BARS A
N OD AND REINF.
» HER AND R 1 G
LATS was COURSE. 15...58
& 3 BELOW THE P PROTECTION AT FIRS' COUR O8 1
_ 'ice a CORROSION PROTE
HEIGHT
F
OF
6
8 �+'
FENCE r w L
I - OF
L
I N
_
DATiO
» � PROVIDE w E TOP
P
/P
R UNTI REINFORCING AT D
3THEREAFTER EINF
9 2
0 O.C.O.C.' THER 9. VERTICAL R
) _ 4
TES. - ENGINE
R.
NO EN
_ (} N DRAWN: H
MIN
6 8+
R 1 D
» I G _,
r 0
DD N
( TiON
R
AL CRETE VIA VI
BRA ,
MIN CON 6 i0
0 OVER
. A N WALLS
e. FOOTINGS FOR
_ FOOTING
S REACHED F00
OF 9 TYPE D.
( L PROFILE
TYPE TO 11 LATERAL, -SEISMIC SO t
6 200 PSF T L
LLS WITH .� 0 PS BEARING ,
RETAINING WA i (} LLONVABLES. 100 /F
::All RETA 1 I
C. FOR I1. FOOTING DESIGN A
ER
_ OTHER AT THE
VEL TAMPING OR USE x
HAVE JOINT 2 SHO HIGH.
WALL WOULD HA t•
1 N 6 0 HIGH O I r w-
_ (MUM r • H H
ME A MIN M 5 8'
MSB //�
.� SSU •.:_ .MAX MAX.• HEIGHT F
CE .ABOVE. A � )
6 8 FEN •.... t 6IMA,"STER I = 6 -8 . MAX. HEIGHTFOR 6 PROTO II 10 -0• . , S.2. MAX(MUM HEIGHT FOR 4 PROTOr REE APPROPRIATE MEANN :OF TH .. I» AL ..GNATOT .ORCIN IEINFR »r' wi ,,,/.4._7ED.OFEUSF (RED OF _ ALLS MAY BGHT IION W A E.
FENCE HEI J OR L OKQU PROTO II 13 -4 COMBINA7 CHECKED. SC LOViDE 3 MIN. .4. EN FOOTING TO PR i N
, w » w � THICK , RN
COURSES . t -
_ _3'-4*.NUMBER OF
_TOLERANCE IS 12 f BUT THE
_ R I VE 8 0 SPACE _ MINIMUM SPACING T
IN 7 4 +
H M ) `EACH DIP FOOTING ABO MAXIMUM DIP FOOTING SPACING 16 -0 . M
w AROUND t 3.
TES. ( S REQUIRED ARO
NO COVER A Q «
(
1 '
10
ORLENGTH OF WALL. 8 N LE
WITH MAX.AX. OR A GIVEN VE D
WALLS TS AT 24 O.C. M ST REMAIN THE SAME F JP H AS NOTE
_ SURE FOR ALL RETAINING -w »
T ACTIVE PRE D - VER. DIP FOOTINGS MU
35 PSF _ ANCHOR BOLT. �---
_ H
HT STTAB THE
IG S TO
HE OPTION
CE 9 TRACTOR OP
AS FEN 10. A CON �
ROVE .•.
TED A (} SPACING.
._ NEGLECTED GREATER R INDEPENDENT OF DIP
RESISTANCE N
PASSIVE R OTHER DETAILS. 4. POST TENSION ROD IS INDEPE. ATE.
NO PA 5. SEE SCHEDULE AND D
In
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